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Home My WebLink About6356 Cobble Bliss St(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 Cn SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 rB-""'Y R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ lilli FOAM, DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL c N Cl) II_ -I 6x6 W1.4x11V1.4 WWF OR!FIBERM 1x WD FURRING @ 24" O. BASEBOARD MIN. 2500 PSI CONC. SLAT MIN. PSI MAY VARY PER MUNICIPALITY d STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK, W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH �/— (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M 2 v 4"x4" INSPECTION PORT AT Ix w CL EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE Q 00 FINISH GRADE 00 ° '.'° I —I I —I I IL—�L—fl — J, °'. ae �STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR 4r "'I (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION r—i SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" \\ NAILS TO STUD & (8)1Od x 1 1/2" TO BAND �y JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN •' INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF, SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSSro SCALE. 1 1/2 -1-0 S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8' 6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A. v, .��.-'° °• ' d' a °. . .4 ° I= °. d r < 11-�111 I�•I-L��I 1,ILtT:;��(3) #5 CONT. ON 3" 8" 1 1'-8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET' (VFLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAr r rr 1-IIA'rf^Kl nrAnnAAA 4 FT. Q 4 FT. O O 2 O 2 5 FT. 4 FT. � O O 5 FT, 4 FT. O2 O O 1 00 1 0 O O 4 FT. 4 FT. 0 O O 0 4 FT. ROOF NAILING ZONE DIAGRAM SF p�NpO� �N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI 1-- F SHEATHING w = SOLID 2x rn C BLOCKING @ ALL j C SHEATHING O 4EDGES (SEE U) OPENING SECTION X- dU C x 2w x E 2x STUDS i BEYOND. N SEE PLAN U) ROOF NAILING SCHEDULE o NAILING ZONES (SHINGLE AND TILE) Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Q y ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z_ ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 0 z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O 7 SHANK NAILS) = NOTE: rn ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD o w (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 Lu o O } ¢ in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH Q p i�m0� PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z w mi , � _ STUD AND OR BLOCKING AT ALL EDGES. N W 0 O c U) uL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 314"1/2„ S 1/2" Pr 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAIL INT. AT 3" O.C. W/8d COMMON NAIL (D STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL Q SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. O (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131' X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". I AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. C WALL SHEATHING INSTALL. S6 & NAILING SCHED. 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE OA 0,4 N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH C .. .•° •d °.. A ° 4'. ° . -III—III —III—I I °° • • " ° -1 I II I II I II I II I II I ,, (3) # 5 REBAR ON 3" CHAIR 4" 1 _g W/3" MIN. CLEARANCE ALTERNATE FOOTING SECTION X-X HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 114, (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 97-16' 1 (3) 3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE _ 0? -III=1' o z @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. L ou (D La Z M — o z�z cc ^^V) (D •V — 0 LU `o ~ o co i6 0 m W E N M 0)1--- co (`-0 co_ 0 p N U Of ��0 ao o Q N ao rn Q o N C H D C N b z N V1 N v z z c:' 0 Z W ■/maIII i ch C �z] U) o W Im rn LL no W N W NW W ,¢PC,:`� a 43 Z O = C." o oG Trit � rya °•Q "o�• I CO��g INR To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz �Q Lu ¢2: �F W< ooa00 1 Cr ZU o w z OR J L I kCL trAQ' Lu 8")CJ /� 0 s iE 0 z 0 > a V �n M M z 9 ooz < `� o J m J doe N E8 o WW.a 9<x 00 z N �o'O� w Ll') U j 74, Z8 J r-i LI.1 ¢ z N F a 8uj8 �Qz M Ln N Z t ao8 m Ck Z S w _ Ln Z ,-a a U) o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. S6 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 (�1/2" DRYWALL UNACCEPTABLE INSTALLTION " DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 1 X4 #5 REBAR ♦ TYP, (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR ♦ I AND NAILED W/ 8d COMMON @ 6' O.C. EDGES AND 12 O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED STAGGERED IN 16 2X8 (TYP,) ♦ BLOCK@ SPACING r� 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL STD. 90^ ♦ ° D. 90 HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT, WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT JLJIL TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL TE: tB DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT P SHEATHING TO TTOM OF BAND TO PRODUCT 2"EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ H O.C. & 4" FROM EACH 1x4 — —j TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRIN ' +2� NOTC F� @FIRST COURSE MPSON HGAMIOKTA 12" O.C. @ w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ♦ INTO BAND JOIST & (4)1/4"x2 3l4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /41' DETAIL +5A NOTCH WEB AT THE ' FIRST 2 COURSES ♦ TITEN INTO K.O. BLOCK , BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FFILLED OUNDATION PLAN FILLED CELL INSTALLATION KH� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX •. SOLID W/GROUT •�• tr 2,-0„ 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8„ 1 PLY PRE-ENGINEERED TRUSS ' BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE .. BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ~ 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM '•• FOR OVERHANGS BETWEEN OVER 1 1/2" •, : . CONTACT ENGINEER OF RECORD FOR • SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ! • '•,'1' � '�'' •'•: ::: ; .:% BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA, END RETROFIT TRUSS DETAIL •: .•:; ::..,:•:::. OVERHAN , :. ;. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. .: x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR\\_2( } INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2-6 FOR OVERHANGS BETWEEN 3/4" T01 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4YL," WOOD ) (} * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REM, START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON 1/2' HD TITEN (CENTERED) w/ X 4 OVt�RygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + �Fi�l 1—Ors 5�-0�� SCALE: N.T.S. SS 12 C'Ty PLYWOOD SHEATHING + JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + 011Lf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >D b EMBEDMENT INTO K.) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT ° D BAR �1 t 2-0 8 TRUSS + SOFFIT D °` [�:#5 0D , 10 A p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + ° CENTERED W/ D 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 2X4 SYP , o ° � 9 H IN TOP O 8d NAILS EACH TRUSS _ KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK — CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR �e — p MONO FOOTING TAPCON AT EA. SIDE SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BYJ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 o 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL o ° DIRT z TO BE INSTALLED 000, J° BUILT UP PLWD. BUCK - 4'4" MAX SEE PLAN PRECAST LINTEL STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p 90' HOOK c� #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG FILLED CELL - - - �- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • ° ° ° °- - ° - INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX, RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O 4 O O • 4 X 0 ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O�- .C. d- �. r- �. �. �• �- p. �- �. PER INSTALLATION DETAILS B B ARCH DETAIL rK SECTION ENTRY L SECTION n ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL _ ` MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT, 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON Z O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-01, F F EPDXY MIN. 6" EMBEDMENT & rn FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE ''' LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP u- NON SHRINK GROUT. U ww THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ° ; , ii A REINFORCING AS FOLLOWS: " SEALANT I I —I =I I �T o ¢ cn 1 �- PLACE WE IH F LAC LOWER AL OF MORTAR IN BED JOINT. DO NOT FURROW. o II I� F 'EMBEDDED • PRESS PANEL REINFORCING INTO PLACE. •, II�II #5x INTO 6 0 U z • COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6 MIN. LAP SPLICE W/ REINFORCING PANEL o y EXISTING FOOTING (2) #5x6' IN CONC. SMOOTH. DO NO FURROW. ° .. r , I �I ,n N FILLED CELL ° —I I DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP .. ;. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CN ° REMAIN FREE OF MORTAR. NOTE: Cl) H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \ a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 = 1-0 „ SCALE: 3/4 =1-0 FOR WIND SPEEDS UP TO 110 MPH`, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. u1 01 0 0 — o zCNz a E3 cn CD Qj C LLJ � p p w �s ~_0 N CD m N f— 0 a CU CO — U _ T 'a Q O o ; Q & LO �v Q d B ®®�� N N N �D N M Z z W gNmz f� z •t �� M U) o s I..W U, �' • a w _ W > a Z 00 -i g 'V BYO o E I I9t'6��`,� f U F� ❑ e" WW.FDSENO %i°'°•. _ZZ - -B��G CC) F r ••. E ltkAl. �: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com �Z LU za UJ U4Q0 znCe 0.�\ a0.000 z CL Y U �Z 0 a �3 fa o U > . o z J P m fV C) Q 00 o �� Z o 2�E Z V..I L (V^ ) W irao� Lu z� J rl LJj 2: P � u g~o M I.f) Q Q Z ��z N z Ro�NS /O � rn g _ T-41 a cn o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION N0. 3ol SHEET NO. SS SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS .61. V VFiLL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING/ STRAP FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT 4RS IN WALL 2xl2 SYP R BEARS IN WALL 4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C --2x6 SYP ROVIDE MOISTURE PROTECTION LATTACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/I" X AND T NOT HE FOOR WTIH GLUE FOR STRAP TAPCONS @ MAXI 32" O.C. (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER / 2 a' TAPCONS @ MAX. 32" O.C. / �I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER G+, / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUGH GAy _ TOP OF STRINGER STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS \ CTION VIEW "D". SCALE: 1" = 1'-0" Z--" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ,F�EE4 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" NGER A SLUED NAILED SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED i NAILED 2x4 iPT NOTCHED INTO L/-2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS J ;4(l 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ 4) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" 17L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1x4/GLUED AND NAILED TO STRINGER --,/ FOR DRYWALL SPACING H E SECTION VIEW SCALE: �' = 1'-0" -3/4 PLYWOOE ON DECK -2x8 SYP GLi AND NAILEE FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C—� NOTE: 2x8 DRYWALL STOP \NOT SHOWN SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR GIRDER, FIELD VERIFY STRINGER OPTION: 2X4 CUT ON (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD BEVEL GLUED AND NAILED TO SUPPORT OR 14"X16" LVL SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" / h""� SECTION VIEW SCALE: k = 1'4" CONN.TO OF NEWEL PER CONT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO NALL BELOW :L POST LET I !LOCK IDE KING 2X8 BLOCKING FOR NEWEL PO TO ANCHOR TO. (GLUED AND NAI FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" O Ut �' Z M _ o zto Z Q z c) (9 Q) C (Dru wo • O w C2,- � o o �� o p. m N �— S E ago a TZcco = d O o N / 1 N � o L 1 OD 05 rn < o JA I B ®® N�C� • �- N �O N U) g Q � oN0 a' Z W h N Q Z z cc W W V �._� s a ate... v 9S Z 0 -i9 ors C.)vi'mor- Z N E °J d WLLt'@ wW S s. fit' • ° L 0�� C. et �"�[�/d+f kYf 'te€ttf 1614�j'`iL�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz �o z of fF � o z 0 - �ozz rpm O N r� '<` co !i Q W v) _j zz f z 5 ~ z "v <t F— LLJ z Q �W o M M 0 Z oo0 o M a� J Q g $7 m a N 5aa� LL 00 Foo z z � N oo�o LU WF2!j W J Ln ..i LLl Q z <, � �. 5 cn F k o g~o z tM N z o� 0 ck g =Uj n r-i a. to 0 SCALE : AS NOTED DATE : 4/5/2019 TECH: )BERCHAL VERSION N0. � ■ SHEET NO. ST CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. —/—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS CB DB- TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH i�3 'T T � PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT C OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, 3;7A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE:NTS SIMPSON LSTA18 w/ (12) 1 Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T 2 (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.Q. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2)10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL SCALE:NTS in >IMPSON HUC410 w/ (14) SEE PLAN L. FOR CANT. 6d INTO HEADER & (6) Od INTO BEAM - SEE tOOF PLAN FOR MORE VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN 14 - INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENTrA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST 4 ! MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS 16" O.C. ALONG W/ @ ROOFS 0/PE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ 14 10d x ( ) (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/.2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO 4<. HETA16 w/ (9) 10d x 1 1/2" NAILS t@ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL d 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. a W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a . TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. 4, SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ 06) T SHEAR TRANSFER INFO. � �� SECTION FLOOR FOR CONNECTION 16d NAILS AT EACH END @ CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS � M 0 o i CCU •U — Lij o .�Ln r— CJ n m N LLI E 1918 N co 0) m m -@0 co _ Qj O o 0 NMI=" su.co 5 00 Rfz ¢m �Q� 01<o D. N.0 B D C /r N �D O p N Z 8M9�21 z U) `LU i6 cn u o W ED ® W Z a °' o tp C N d p��1lPld A Z yMELU Wi� � k\%,Q a(jlN °°••, A n.`bV6WW.FIIS ve r •• •" C.� '\ d1. va C`Ul x \v V .P s -- raROFESS\0' < llll$��4'R��, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. LennarTampa.com Ozz za Z>Z� zoo oca�� =o z �ap0 o " w Lu UW �W- z Z �- _0 �Z 0 1— P a \� 0 LU � q� r-1 Cn z O 0 �W 9 U '� Incn M ¢ gg p1z �Y0 0 god iim2 N L U [] U g: Z<z d z� oou-0 z z N Woo ��0 w J Ln Ll.J 4 Q z MFa S��aZ � M Ln N z tj Rz 0 (� z 5 = J aFn rn ,-a a o SCALE : AS NOTED DATE : 4/5/2019 TECH: )BERCHAL VERSION NO. 3ol SHEET NO. D1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ 6 10d x 1 1/2" ( ) TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. MASONRY WALL CONNECTION. E EXT. SHEATHING QA BELOW AND ALT. 2x CRIPPLES @ 1IL O.C. (2) 2x SPF TOP PLATE FLUSH TOP 2 BLOCKING INFO QA SEE PLAN FOR CONN. W/ 2 12d TOENAILS T/B T (2} 2x HEADER SEE PLAN SEE FOR OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF (2)10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS : 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF •°• • • CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE •° ON FLOOR SYSTEM TO MASONRY WALL •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK wf10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o c SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR /"" SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION 2 2x8 OR (2) 2x6 TOP ( ) 2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS O CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN oa a • o•o •o 0 OF CRIPPLES IF LONGER THAN 8" TYP. a' 2 - 2 x 4 SPF C SIMPSON CS16 w/MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ 11 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. �D SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER e INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN f 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE — (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE B B C W/ O 2 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 C H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL ) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP ° (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B _ AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS g O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) „ AT 16" O.C. U.N.O. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/$ ANCHOR BOLT w/ BOX HEADER SEE PLAN E F NP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM �� MIN. 6 EMBEDMENT (2) SIMPSON LSTJ2 w/ 10 10d ( ) NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS ° TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CO N N @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER SHEATHING CAN STOP ONCE UNDER . 6 2 STORY COL . a@ GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. A .o .o•°.o ADDITIONAL STRAPS SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION REQUIRED AT TOP PLATE TO STUDS TO MATCH HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR () 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3�� 0/ xT 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. �qT NO2 F kg 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ° SCALE: N.T.S. A SIMPSON LS30 w/ 6 10d x 1 MIN 3 2x #2 SPF STUDS END () () @ TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,; o W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 000 U L~ 0 (� zo — o z� O z a U) z 4--J W � o •0 w U -2 � W N ro M CM�M 000 U *5 o ¢ m CCn _heiZ 0 � o Al1 .,�..W.-.nY o N �D � z W � � � ° -' Z chMmz w ,z U) _ F S w inLLo u.. WIn Z p Z �o�°, a �mY Q � ELLZ W N¢rNi A O U O 0� WWWWXDSEPII. �0 " v t C:) per 0 .e %LSD" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNA 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z 0 Lo Lu za F- Wai� �480, zw < U, I 0o W J >-apro /.. � UU Lu N W u ' r/1 Z FU zO O } U X Z u U U z -v ro W r4 Ou. a U U.)M M U) Opz a�P 0 J < 0 LU �ao� Lu < �i WSW Q Q o z Z Z N Lo LL 0 � LL rao� L1J J In •--I L U LJ.i < z o g¢o I.f) N Q Z Z � < z Roo O �./ , LU '•ram 3: J R Lu a �L �1 SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET N0. D2 C^' ^ r'p WEATHER dE BARRIER & 2ARILY SECURE WEATHER CRESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS' 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rvyonnv�a rul�nn��a SELF -ADHERED FLASHING DECK JOIST NOT USED EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) C SELF -ADHERED FLASHING E AM O WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 8 2 4 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER I 3-1/2" INCH FLANGE PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 71 - V3 SELF -ADHERED FLASHING , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SOFFIT/CANTILEVER 4 O O O SELF -ADHERED FLASHING INSIDE CORNER Ground (�- Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING A. STRIP OF SAF DRAINAGE PLANE WRB i- BOND BREAK WRB NSF LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 in accordance with FMA/AAMA 100, FMA/AAMA 200, or FMANVDMA 250. 1.41n accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asI #Qin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance r with ASTMC1063 s Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor I� Cement Plaster STOP over block OUS BACKER ROD A 1 st floor dT TIOUS FINISH Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all O C9 !9 z CM - o Z z Q n z U) 0 Lu p"' N o YZE U �� m W E `- S N M th ai O o N U Y Z" 00 ao O _Co QCD Loam rnQ 6 Al I BID. N N 0� O O V N Z W Z I:�, z I- g 2a U) = = L, W W 6 � W ¢ 0- L a Zp ) pro Vi m E m 0.1 UL Z a� °-� Q W Na qpA c.3 U F WWW.FDSENG.COM ❑ rn 0 CV LO 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 j Tampa, FL 33607 www.LennarTampa.com Z 0 Lu Uzo0 FZ TawZ .gam O Co u- O Lu J N m ul Z ZO Z O � UJ � Z 5� 0 `J LL 4 3 a0 Z jW U U-)M M � ��o 0 LLB 2: J 0 P m d U 2 O Q Z zLU �<� Q o u-0 Z fV �0 LL0 C'0�j Z J UJ W g o F U Ln Q Z Z N Z � aoS O Z 2 V, aLu rn ,--I a cn s SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. W P CU 0 2 a wmg? 'g ;J 14 n 'w' -No mo IN 0 MON (D CD A3 FL17244.1 ESR-3455 A23 FLIG446.2 ESR-2606 U) HD210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 0 CU C/) a) HD212-2 FL17232.3 ESR-3445 HU212-2 FL108,%.4 ESR-2549 -2 2 0 HD216 FL17232L3 ESR-3445 HU216 FL10856.5 ESR-2549 0 c- C March 20. 2018 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 0 U_ HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed belowiftheywill be utilized on the 0 0 > Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 construction project for which you are applying for a building permit. We recommend you contact your local product supplier'should you not know the product approval number for any ofthe applicable listed C/) -0 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 products. Q cD 02 -a--& To Whom It May Concern: HD412 FL17232.4 ESR-3445 ca CL HU412 FL10856.9 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 U) joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of H00410 FL17241.7 ESR-3444 HUCQ410 FLI 1468.11 SIM200804 1. EXTERIOR DOORS N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail paw I of 8 12M2/2018 Florida Department of Business & Professional Regulation Building Codes antl Standards Product Approval Application Detail page3we 12JI72018 Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Pepe 1 w / 15mIe Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.gs 1 w 1 +&2o1e "C_ U \ � U /0 -1.— � L _ = CL 0 0 RAJ (a��s L"^ `o 6ntlN er �(t 1�(e Deka pertdlna Jlg(� ante Version Manufacturer Contact Erdman&ticense Validated By Yelltlaked Submitted FBC Approval Andproyed �atama IMNWMEMENINNENSIMENIMMM/a) L EntlN or 12& f�(q Date Pendlna amMOM ItSe Vet=Ion Manufactu er Contact EndlnsarBLicenee VNidated By Validated Submitted FBCA-ravel Aooroved staple , ut Revision 2017 FLIM4614U seal 1 Therms-Tru Corporation Category: Exterior Doors SubCate9ory: Swinging Exterior Door Assemblies Compliance Method: Evaluation Repot from a Flonda Registered Architect or a Umnsed Florida Professional Engineer Praduets Produd Model. Number or Name a. Thenna-Tru Aber-Ciassla and SmodRSter Rick Wrlgm Lyndon F. Schmidt, P.E. Ryan J. King. P.E. (419)298.1740 PE-43409 (813)767.65% rickwSrchldgmnsutiams. com DIiNINAasuen Predudt Deecdption Contract Expiration Date Nominal SMS;8 &quotNon Impact&quol; Opaque 121312020 Compos6e Edge Fiberglass Single Dow u pnswingroulswrig; X cm6gurallon) 10/162017 07/12/2017 10AW017 Apnroved for Use Aaproyatl rose Use InJ YHZ Outside HVHZ No Yes 1212.12/2017 Imnazt Resistant No J?a9)ltl Pressure WA Approved Revision 2017 Therms-Tru Corporation Category: Exterior Doors Subcategory; Swinging Exterior Door Assembiles Compliance Method: EVaivation Report from a Florida Registered Archtied or a Licensed Florida Professional Engmew FL 461-R94rbduct ` . gem; pradud Medei. Numbaror Name 1 a. The-&Tru nbar-Classic and Smooth -Star WckWright Lyndon F. Schmidt, P.E. Ryan J. Wng, P.E. (419)298.1740 PE-43409 (813)767.6555 rickw®twbldgcunsuftams. com ., .-. OuaIIN Asaunnae Product Desftion Cotdreet Eioiretion Date Nominal 68, S.'S &quoI;Non-Impact&quo:Opaque 12r312021 Composite Edge Fiberglass Single Door pnsMng*AMwlrg; X configuration) 12/13/2017 12M32017 1221)2017 Aoorovedfw Uee AoomvedforUa � Outside HVHZ No Yes V41132018 -' Moact Resistant No Approved _ Design Pra�suro WA galls lYm V611d4a Revision 2017 $ AMA 1 1 Therms-Tru Corporation category: Exterior DOOM suhCase"t Swinging Exforbr DowAeaembX.. Compllaepa Madmd-. Carllkartim Mark or lbag a.8qud,CWsb,Craa&quo1; end &W*Bend mark by Tharma-TrAcluo ; FrMy or EOp�er3. Validated By Rik Wright National Accreditation& Ryan J. Kig, P.E. (419) 29W1740 Management Institute (813) 767F556 rkkwmrwbkgconsitana mm BB aid =Opaque aid Ghzed Fiberglas Dowwah 121312021 and w18Wra Bosses. hawing and Oubwmg go no V Ayj� 12/2M7 09212017 Use Aooroved 1, HVHZi No Dab pending Raw j Approved 121222017 far Use p� a Yea me &UK Approved � premium WA male Revision Alps 5 990 Version jBnut 2017 Thmns-Tro Corporation Csapory: Exterior Dove compliance Maenad: codification Mark w LMtlng a. "Smooth-Star&quok and 8qud;Ban Amark by Them-Tm&gLo: P�.#J.� Validated By Rick WrgM National Aomdstion& Ryan J. ImIg, P.E. (alit) 298-1740 Management ImtlNOs (913) 767-8556 COah 6%and 81D Opaque and (4hsetl FeeryWe Door WN 12/31=1 and wierout $use. Mewing and Oubwing 201 20 Validated AliAmnred 12ll012017 09/212017 AoerpYed M the In HVHZ No Dab pending go IFECAparoyN Apprmted 12R22017 .tl�i ) Yes No $(� Approved Design ErMWQ WA ^' •T!� "�1 � '^ V� V Co�vJ `v co U O O O O /� CIO O _& 9}� ♦f� `y O ) ��''11� (D L _ . � � O (}1ir y� CIO U n' D •� (n W _ �•�r `v O L 6 1. ennaTru Filer- assic end Smo h-S ar Nom rat 90&quo o mpad&quo: Opaque 12/312020 o Yes No A Composite Edge Flbergiess Single Dow nswingJOutsW .Xelxrfl oration 6 f..Therma-Tna Flper-Cksslc and Smgdh-Star Nominal SMS;0 "Non-lmpactiI Opaque 12/31/2021 No Ye, No WA Composite Edge Flbergbss Single Dow onswing/Oufswing;Xdonflgumu.n) 9 I. Th.—T. Feet Qlassie and Smoulh-Slor Nominal 63A' a aqualtripaw" Gored 121311=0 No Yes No NIA Composite Edge Fiberglass Single Dow pnswNng/ddswing; X configuration)nswm 9 ITherma-hu Feer-Classic and Smgdh-Slav Nominal 6&1 S;S &dN quon-Impact&quo: Glared 12/312021 No Yes No WA . Composite Edge Fiberglass Single Dow tswl ,Xconn ur"on 14 n. Thera -Tor Fibor•Classic and Smooth -Ste Nominal 80380&quot{Jon•Impact&gaol; Glazed 12131 O20 No Yes No WA CamPostie Edge Fiberglass Single Dow configuration) erne e • a om nor u -nipa ; o es Composite Edge Fiberglass Single Dow OnorMnOWSWirg:X domlgurdon) (ln✓PMn sort :X Florida Department of Business & Professional Regulation Page I at 1 Florida Department of Business & Professional Regulation Page I w I Florida Department of Business & Professional Regulation Paga 1 w 1 Florida Department of Business & Professional Regulation page 1 w 1 BuikHng Codes and Standards 11=18 Building Codes and Standards 1=18 Building Codes and Standards berate Building Codes and Standards 1/3rm/e Product Approval Application Detail Product Approval Application Denali Product Approval AppNcallon Detail Product Approval Application Detail FLAMS332A4 gipd! Aota:.or Rik 21* Dab Pending 2e1a 92fse on t-W IWe 21k DIN Plianding 21b SsAk lasting Rate 2dt case pendants f a Ft,,&, 21111111 AaYsr.Ql: 20 no Dab Ponalloss 20 mall Ventura Limud&CWW 22o k9i Enalmaic &eLlcarle validated By Validated AWasill d F13C Aceravel Absroined snails Lim Version MOBgtMAlntC contest Enche cute valldwedBy YMN d Submitted FOC Approval Arnrsied At" Lnta version Memo ! William 11v Validated awimma FBQAtaamrd Appointed Akta Inn! Version 1&tmdegia r canted An Alrlftnu VSIWAW BY Y&Hdow jagideCed EBCAoorpral Am19Yed Iwo Revision 2D17 MI Windows and Doors Brad Stanger Luis Roberto Lams Sloven M. Udctn, PE 08I13I2017 08111=17 0811162017 10/102017 Approved Revision 2017 Ml Windows and Dom Brent Steger Lute Roberto Ulnas Steven M. Urieh, PE 081132017 08/112017 08/16=17 10110e201-7 Approved Re islon 2017 MI Wmdowa and Doom Brent Sannger Luis Roberto Lomas Sawn M. War, PE 0&132017 OSM 12017 08/15/2017 10/102017 Approved Ravialon 2017 MI Windows and Doors BrantSdanger Luis Roberto Lomas seven M. tMwh, PE 08/132017 08111=17 08/18=17 101102047 Approved Category: Exterior Doors (717) 365-= PE-62514 (717) W7.8454 Cehpory: Ekadw Dows (717) 365-93W PE-62514 (717) 317.8454 Category; Exterior Dmra (717) 385.3900 PE42614 (717) 517.8484 category: Exterior Doors (717) 38533W PE42614 (717) 317-8464 Subcategory: Siding Exterior Dow Assemblies 6eMn0er@mkvd.odrn SubCabgory: all Eztedor DowAssmblas be"nillimtwd.mm Subcategory: Sliding EXteriar DowAeoembla# beAangerQudwd.com B ubcabpory: Slltltrg FJesrlor DowAsenblas beNNnper®miwd.com Complanoe Mo#W: Evaluation Report from a Complbnoa Methods Evaluation Repot from a CmplWaa ideated: Evaluation Repot from a Cmpllana : Ewioetlon Report ham e Florida Registered Amhned or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered AmhW or a Llcsesmd Fiorito Florida Regbhred Architect or a Licensed Fkxke Profeslond Engineer Professional Engmser Professional Engines Professional Enghaer FLIFIM24114 Atat Products Product Model Numbera teas 91MPrLAmiral product Description contrast gxokaspn pats AOnrovad lor Use Aoorovadlot Use In HVIZ Dubms NVHZ keed Resbftd 2tlkn i7p l FLIMSf324t4Prodaab Aa9 & product Ma Number Qiaft Assurance, Ptudotoospudw Aparainid for tin Arn@MlfiwLim In maMz Outside, hnow Ruisholard 2tllan Frsaaprs heat OLWA& Product Description consist Exchathm Deal Arwoftdfar ties Aoorovedfortles In lowest jj061M Ffelerla Ant Quallb, Aoomfed for Use Adaroved In tl7litlT for lsto i RnMat DOMM Mere 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 42D AU1MMUM SGD REINFORCED OXO 12131r2018 No Yes No WA 4 SERIES 420ALUMMM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 121312018 No Yes No WA 1 SERIES 420 ALUMINUM Sol SERIES 420 ALUMINUM SOD OXO 12 312018 No Yes me WA 2 SERIES 420 ALUM94M SGD SERIES 420 ALUMINUM SGD OX. XO, XX i7ni2018 No Yee No WA 14&W4&grapWB&Wot XO, XX 088,quohx861lquoC 146ah4&g1w1;%803,aso: NON -REINFORCED 9801quol0df08quo: NON -REINFORCED Florida Department of Business & Professional Regulation Page l w d Florida Department of Business & Professional Regulation F.g.1 w t Florida DepaMlerrt of Business & Professional Regulation peg. I of I Florida Department of Business & Professional Regulation Page I w l Building Codes and Standards 1I5¢o1e Building Codes and Standards +m2g1a Building Codes and Standards I15rm1e Building Codes and Standards inamis Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail FLLMS2794M 921111111 Esll w w D� 291 ! 2oes Htl&2re.Rd 220 Eftft 29t 2tk Dab Fealno 20 s MMea 2111111 El9C.4r 211 20 Dole Paxtw 20 Bede Fatll4t or 20 Psis DidgFendmis 21M Lae YMIM M contact Englimagar III License validated By Vtbdolad AWIo&6W INAnoroal Annnarod am& Lfm ILerekn Muth Coated EnalmosrALkarss Validated EW Validated estimated FQQ A.D.Vall Approved Elsa Lae Version ! tank9i Engineer 3Llcallse v&NddwBy Velldubd aubmtthd FABAmntxld Aa9rosted Akre lane Version Corded Enab va usame Validated By VARdAbd Auk IWAoomvd deed AM & F i vision 2017 Clopay Boring products Company Mark Westerfield bier Testing Services Nor Gary Pruehler I I2VM7 o8moml7 12M5Q017 Approved Revision 2017 Clam Building products Company Mark Westerfield Inartakreghg S#rvkes NA, Gary Flashier l l29/2017 08M02017 120=17 Appeared Revision 2017 MI Wridows and Doors Bam sMrger Lob Roberto Lomas Sawn M. (rich, FE 081132017 08/112017 08115=17 1a102017 Approved Revision 2017 POT industries Dan Rpank Mimi -Dade BODO - CER Mem4Ded , 8CCO- VAL 1241=17 112812017 12262017 Approved Category: Exterior Dona (513) 7704M Ina. (513) 51941886 Cetiel Exterior Doom (513) 7708062 Inc. (513) 519a500 Category: Exterior Dam (717) 365330D Pr-M14 (7f 7) 3174454 CBtegary. Exadw Doom (941) 488-0100 (788) 3IS2580 — SubCabpery: Baptismal Exterior OwAeeembbs compasses Mstlnod: CerlBcadah Mark or Listing rmvo$W atl®dalay.cem Subcatgory! 8edbnal Exterior DocrAssembas Compliance Msanpd: codification Mark orLbtig nMrsteall Qdopay.com Sn hCslsgary: Sliding Exterior DoorAeaemblios compliance Mislead: Ewlustbn Report from a .corn Subcategory. Siding Exterior OmrAsanbbe ComplWrceslashed: Certlfltatlon Me* aLbBg druarkgpptihkuealas.mm Florida Roglaaad Areltitd or a Us~ Florin iondEnginser j 614n2/Prodae Quallay Assurance Approved tprlUs* A for We Jm� postal Quaft Assurance, AporovedMUse A iUB lm= Bn� FlAN6332R4Prodnats Approved far Use INA PmdudMadel.NumbwwNam W71Ma-09 PAN-2F151: 84A 94, 73. 76, 1600, 190, 75, 76V, 4RST, 4RSF, SRST, aRSF, 2RST, 48, 42, Ill480, 428, 558, Goss, 0058V, GR)8. GRSSV, ARSS, AR58V, Product powdodw COWRgt Explosion Date Said Pan train. 26 gego.)Sirga-Cw (up to 9'0" crib) 06f221202g WINDCODES0174; WS Garage Door in Bumwoti)Diz No Yes Reasons No Pfoorin +30 pSF/-32 Par AW 83 063 W6.18 PAN-2F183: g4A. 94, YJ, 75, 15W,1pD, 4RST, 4RSF, 6RST, BRSF, 48, 42, 65, 40B, 42B, US, ODES, GDGSv, GRSS, GR6SV, ARSE, ARSSV, ED6g, EDSSW ProduallIn Steel Pan (min. 28 ga.) Doubt -Car (tY2" a 18'0• 05212028 vide) WINDCODE&0174; Wit Garage Door HVHZ 2 Z No yes _ NO PJomrs +30 PSFA30 psF Afrot 5 Product Medat: Nanhw or Nems SERIES 420 ALUMINUM SGO REINFORCED QerinW AmurI product 066441eeeh SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312018 Aoarsed In r Outside No for ilea bow Ys No Proossure WA Alai f0 SOD-567g (Large MissileImpact) Vinyl Slldeg Glen Door 041142021 In.HVZ Outside yes HVI1Z fta yes Yea F1ossus WA EDSS, ED6SV 143&qud0n963quo: O Flonda Department of Business & Professional Regulation page I d2 Florida Department of Business & Professional Regulation 1%ps I of Building Codes and Standards 12h2/201e Florida Department Of Business & Professional Regulation Pile 1 Of 1 Florida Department Of Business & Professional Regulation page 1 w 1 ■ — Building Codes and Standards 1020i6 Product Approval Application Detail Building Codes and Standards Ilwmle Building Codes and Standards 115018 Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail M 11 � Emmmmmommm MERVEM Data pgtp, cos•. Entity or Iid FLa11687.R7 F1 L mYel,. Version Manufacture, Contest EnnlneerBLlcenea Validated By FBCA,neina Validated 3ubml4bd FBC Approval t Submitted Aooroved Altirlt tsao maps version Rwielm 2017 Ltanuf&cbm CURRIES DWMI*n oFAAOG, Ira Enftar Enalosi r&Llran■ Validated Bv Dedb Dow UL LLC Ted Boman, PE 21k no DalftP"Whw yyAQated SubmMed EBSd@proval 1113=17 11IN26017 tort Approved 12*52017 Alas Approved Revskm 2017 MI Wind —and Door. CategoryWindows SubCategoiar Single Hug Brant Sol Americankchiledual Steven M.Urch,PE (717)365-3300 Manufacturers Association (717)317.8464 bs6gngerCoMd.com 12/292017 12/13/2017 01A02018 Approved fierk myna vwalm RWA*n 2017 Ciopsy Building Predddb Company Emaror Eopime[&N+awe Vdkflbd By Mark Westerfield Interak Testing Services NA, Gary Pk*hW 20 20 Yard subm&kd I IMII17 081102017 Dab Pondlim M FM Apormall An➢■ad 12105/2017 Alines Approved tan! Revision 990 Version Maly 2017 Ciopsy Building products Comparry Eaftar convat EOrI■er.&tiIcense, VaNdol By Me* Wsar3aW atonal Testing Services NA, Gary Flasher 20 Ra Valldeted automated 11all 0 IWA17 DaePandpw 20 FROAgaroyd ABplmad 1210818017 Atubs Approved ■ — Caapony: ElsrIwDooa (841) 494.28M (305) M4707 Compliance Method: Certification Mark or Usting Category: Exterior Dow# (513)770-SM Inn (513) 51941558 Cstepory. Eleanor Doors (513) 770.8062 Ina (613) 6194RN — SubCatgory; Exterior Dow Corrgonenb CampOra# Matlw4 CeriMcatiorlMank a LbWg dove.dedloMussioy-m m FLIat7499-R2"Products .. . , .. _ ': , „ -: ." SubCigory: Sectional Exterior DoorAssemWbs Compliance Method. Certification Mork w Lhlgg i asarBeM@dopsy.own Sub0sapay: Sectional Streator Door Assemblies Compewaos al.eigd: CertlBceliora Mark or Lbbg rtatisiarfldd@tdopay.aom FLi71637�pretlnaW AL91 Produd Model. Number or Name QuaIIN Assumes Product Desorption Cordraet Ezplratlon Date Aooroved for Use Annroved for Use IDIIYi1Z Outside HVHZ japed Resistant Design Pressure AmtPra&mtKoM Numlierallisage Quality Assnummam, Product poserhaDn Cardraft Explisfigiat Dab Approved for Use Aooroved for I** In HIM Outside HIM killed lint Bolan ProgMlnt $art QuaftAporagadfor PrOduat Description, Contrast Expiration Dabs Use Aoerm'.dforU.s In HVHZ Outside knood H)aii Rehm Design 1Reamlll Afnrt OLMM Asourisma, Aporoved far Aesecved In HVHZ 2llaidt.CIQS for rise nosbdm DOMM P- 2 185 SH 5204 Fktfiengs Frame IGISG Single Hung 10/0312018 No Yes No +601.60 1 W7,707,727, 747, and 647 Skra and Pain of Doan Flush, Glsed, and Louvred amnia and pain of 12/512026 hallow meed does. Yes Yes Yes WA as 08S We418 PAN-2F163: 7% 75, 84A, 94, 42,48,42% 4116, 4RST, (IRST, Goss. GASS. ARKS. EDSS Teel Pon(mim 26 g&) Smglo-Cw(up to Intr wkie) 05212028 WINDCODEW74; W5 Garage Door No Ys No +311 PSFA42 psF 102 102 WSAO FAN-2F753:73,75,8IA, 94,42,48.420,488, 4RST, 6RST, GM, GM. AM. ED88 Steel Pan (min. 25 sea.) Doubly Csr(Wr to 167 AIMS wide) WANDCODEW74; W6 Gampe Door No Yee No +37 PSFH1 par 0 Ronde epa en of Business & Professionalego a on Page 1 of 1 FloridaDeparttrefd ofBusiness & Professional Regulation Building Codes and Standards Pag. i w i +5rmte Florida DePan4nent Of Business & Profaesiolel Regulation Building Codes and Standards Papa 1 a 1 +sale Florida Department Of Business &Professional Regulation Building Codes and Standards Fes 1 w I IM201e Building Codes and Standards Product Approval Application Detail 12n2J2018 \L Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (D V / cede EnBN or BaG, pail oat p ramp pgtt, mylg Version Menuractwor contact Endlneer&License Validated By Validated Submitted FBC Approval A .... 4,d &-edit mm version Von Srdhv or contest Stronger e,License, validated By 211t 20 2fl Fffidap Validated SullaaMd 1W A■r"A Bata Approved two 2126 1111112 Ylrsks agent Eno,or contest Iffirrolnew & License Validated !bk Belt 2 Validated Submitted IFECApproval —00 ADOMM Ata4a Bede Lntt YAnion Allen EMOV Engineer &Llowme Validated By 20 RNA validated gubmRW we paadba REM FBQ ANNOV11 Approved At" Revision 2017 MI Windows and Doors Category:W4ndows Brent Stinger American Amhitedural Steven M, Udch, PE (717)365.3300 Manureclmrs Association (717)317.8464 01)212018 01/1132018 01222018 Approved RWWN 2017 FL1115349M Ml Windows and Dooa Category: Windows Subcategory: Fixed compliance Mehod: CorNkaBm Mark or Lbenp Products Bate Seeger Amsnloon Ardhaedual Sawn M. Uddn, FIE (717)3063,TW MenubUurea Assodatlon (717)31741464 beSNngenerMvd.corn 12/31/2017 1213I2017 0144/2018 Approved Revision 2017 FL1120411110 POT Industries Cabgay: Windows Subcategory: Fired CornplYnu Matlrotl: Codification Mark or Listing Produce, Dean Ruadr Miami -Dade SCCO-CER MlemiOete BCCO-VAL (941)468-0100 (708)315.25W druarlopp6ndustiles.cwn 1220/2017 12/0612017 122512017 Approved Revision 2017 &&ProductsSeas PGT Industries CoesgW. Windows Bailouts": Single Hung ComplWra MWw4'. Cartllkation Mark or Listing Dean Roark Mbrm-Dade BCCO-CER MIemFDade WCO-VAL (041)48"1W (786)315-2890 dnrsrk®pgt rdsalmom - 12= 017 12108/2017 12125)2017 Approved Subcategory! Horizontal Slider Compli Method: Cartitcellon Markor Usting .... Product Model. Number orName bsftlinger@MhW.com Otmilhiftsuganse Product Desedwien Content Exelration Data Aooroved for Us, A proved In HVHZ Outside sear Uae Imbact HVHZ R,idant E4.4tgn Pressure O ANA ProductModat.Nu wNsaes Product Ostentation Contrast Expiration Dole Approved for the In HVHZ OulsIlds HVHZ jlBaag posion Pressure, hag! 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Schmidt. P.E. Ryan J. King, P.E. (410) 2WI740 PE-43409 (613) 707.ON5 Validated Awat" F»roval 10/18=17 10Ma2017 10222D77 Aaprowd 12/122017 Akira Approved mm Version Revision 2017 M MI Windows and Doors CWpory: Windows liWeB EDahaer&JLicense, validated By Brent skl w Lida R Lomas, PE 8tewn M. Urkih, PE (717) 31153300 PE-02514 (717) 317-e454 Validated submitted PWd■Lerral 10/232017 1062017 10282017 Approved 12J122017 slates Approval mm Ymtpa Revision 2017 M PGT Industries leagory: Windows Gorged End— aLk— vand.reBy Dean Ruark Miaml-Dade BOCO - DER Miami-Das SCCO-VAL (941) 4$MIOO V" 315.250 Validated Aukmmd 121152017 11/15=7 PWAD%r M Apprtnd I I092D17 Mara Approval erne RovWon Version M,,d k— 2017 Jams Hadle Building products, ha. category: Panty Web Bsffied EppteeerfikLks— Va9eabdBy Pirsohengzhu Ronk I.Ogawa John Southard, P.E. 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(909) 349-M7 M24121 (302) 367.2526 pbgelwng;hutillsmwshar db.com Bet 291 Validated aWmdlad =512017 081082017 Dab pluidlinal flat: FBQ Abonwal Approved D8282017 101102017 slags Approved 192]321M &aria now Version Revision 2D17 1Moldtsum Aiskle Cabo": Pail Mile Subcategory: Sonde Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Now Consist Emiwer&17wma V Bdmbd By Nick Thompson Lyndon F. 8chinkit, P.E. Ryan J. King, P.E. (330) M-40 PE-43409 (813) 707.OMS nthanpsonl)paiWde.cem 21M Bak Valid s 101042017 10103=17 DetependM1w OWA IBCAwtwa Approved 10/17/1017 12/122017 AMR Approved PMW2 t2 .gads Mae vamlpn Revision 2017 Manufacturer Alsde cos spr)1: Panel Wain Subcategory: Soft ComokM Method: Evaluation Report from a Fiords Registered ArdYbct or is Licensed Florida ProleselanW Engineer Ent a EoalBat&Llrame YaBtled By Nick Thompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. (330) 922.2309 PE43400 (813) 767.6655 mhmpson@abide.cem ■t Bard. rakRandng Valued suhMtlMd FSQ ADDMA 101042017 1011812017 IQM12017 Oft Amr,,d 1211202017 antis& Approved gads none Yt■Im Revision 2017 tlamdWbM GAF Category; Roofing SubCabgory: Asphalt Shingles Compliance Mothod. Evaluation Report from a Florida Registered Archbct or a License Florida Professional Engineer EnWor Sdttdut Fap1oear & Llaou valideed IN Mlohesl S6eh Robert lebminen John W. Kwwlch, PE (800) 708 3411 PE-58188 (954) T72.8224 metlethttgatcorn Rik Bak Valued sahmtd 002712D17 09202017 DatePannam Rda FWAncrovall Aporond 09211=17 121122g17 AN& Approved FLaf 310ZM Produce Quality Assurance Approved for Use Amoro dforties Ino■a halm Qualls Assurance, Aoawed for Use Awalladfar Use listat Design ApproM for ties Apormocl fierSht W21a omw■ Aw[avisd.mLEse Approved for use ggg" onion !see! product Malty. Number at tams Capract Omkatlon Date In outside heist" Press ! 13ggJt Product Modal. 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Thompson, hr. dim Thompson ArdreeWrral Metals Company (TAW-0) ag SubCabpory: Roofag Accessories that are an Integral Part ofthe Roo" System ComphanceMolhod: Evahwtion Report from a Florida Registered Arched or a License Fiords Protessba( Engineer Tay ChMbbn Zachary R. Plata Locke Bowden (813) 2483456 PE-74021 (334) 300-IND .coon 10110=7 10/102017 10M72017 12/122017 Approved ■ � $ag-E 8 Product Mont. Number or Nenes No. 15UL product .Doserha n Contract aspiration Asphalt saturated organic felt 01107=10 AaprevM for Use Awf Dab In jjyjJb out" Yee and for Use Imp" NVNL ( Yes WA Bolan Ipmersum WA FIMM04t2 iml Products, Produmthldal.11umorwMame 2MMy Assurance Product DomMMa Confired EWrMon Awotredforthso Apomed Ode InHnli Debate for Use fin BAWIM Dasher EDiaYro FLa1ss18.R2Predneb son.! 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Thompson, tm. dba Thompoon Architecture] Mcab Company (TAMCO) Category: Roang ftb0sWpary: Rooks Accessories thatore an hne9tal Part acne RaNYg System Resist Contact Enchmer.&LIaOa Validated ad Tory Christman Zachary R. priest Latlro Bowden (813) 248.94M PE -UM (334) 30061800 .perm 20 Bate Valued assialatifid 107702017 IDM02017 Data Pon Bole IMAomavt Moneyed 10117=17 12112rM7 own Approved raft rem! Version Revision 2017 filamulactu Florida Meted Products ins. Colors y.' Rooft eemdlegay: Roofing Accessories flat are an I+degral part ofthe RWMp System CounpOance Metlwd: EvakMimw Reportfian a Edtlkpr E .Licew! Validated By Cork Jones James L Budder, P.E.® Michael John Flamer, (904) 783. 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M 054-0180 1}wmesbrtrne>�botai.co m Ice Bee YaidMed sahmod 10/16=17 10100=7 11 Ra FECAporoval Apaeved 101212017 sing& Approved ■ — � Compliance l l I ; EvekrartonReport Dom s Flortda R Architect a a lkaese Floa ri POfesideade.gkear Florida Registered Archbot or a Licensed Florida professional Engineer P�#77E02-RtPraiiclI • _ -_Quality `A,ssu`ranc`e Aorovetlfar Ue Aoorovedfa Use I-pgr>j pesion Products Qualls Asouremos Aparoved her Liao ApprovM for Use kNAgl Design nMgtll-M products Sea # Product Modal- Number or Name Product Description Contract Exeirallon Date In HVHZ Outside HVHZ Resistant Pressure in# Product Model. Number or product Dootarbillon conema Expiration pas In rM FQ outside HYM PARWOM Pp, Approved for Use 20M Ew2 PaeWat Modal. Maribor or Name Q did Assurspss per„Description Contract Exalreffon Aonroved Mas 1n MvNZ far Use IMF BWaOa HIM PeiBtud D-lan PtlHpro 1 Deck-AIrTM DA-4 Low Profile, Polypropylene Rest., RodVant 07110/2021 Mechanically Attached to Plywood Deck. 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(T0511154-0160 thomeaJemmelt�boml.ce m 1(Y1S2017 110101=17 f0212017 Approved RsvWon 2017 FLIFF8494UIProducat Soral Roofing J MOMMLIMIO Ca tegory: RooBrg auhCatance Rood: Tea Compliance Meats: Evaluation Report from e Product Evaluation Ently Thomas Jammet LWW Unllom Evaluation Gary W. Weaker (002) 288-2288 Services, 864-01� lhomde)emrwtlQbomleo m 10118=17 101p0r2017 10212017 Approved � O S� 0— 0— AMR Product ktdL Number or Name 11a�LAattli0a Product D000dation Contrast Expinition Aa0■edlo Leas Monomial Dab InMAU low Lim I&■OE oulad"KIM JIB Mellon 1pressure Hon! QuatlpLAsinMw! ProdudD Approved for Use Aparaftill InHVRZ Oulaid, for Use briod HVNZ Resistant tl■Bp pressure Emi guabLairimoA Poled■ Description c,,uagxckawnpftA Abonw dibruae Ap➢■&11or Use InHVNZ g10eld, HVHZ IoumMd, Ralstant posim 1messm, sea! 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Weser (002) 2■-2288 Services LLC. (205) 86401e0 thomajonam.11W.Loo m 101182017 101001J017 10212M7 Approved Revision 2017 FL/1Sa4M1 products Bald Rooft I Nbnbd.aWiN Category: Roofing Subratagory: Rooting TO. compibaca ll - : Evaluation Report from a Product Evaluation Enter Thaws Jam oft NPMO Untlom Evaluation Gary W. Walker (002) 269.2288 SMIces LLC. (205) 854-0160 ihomma jammeeillboml.co m ioiia l 10/O&2017 10212017 Approve Revision 2017 Gbdei Protection Products, LLC. Cxtogory: Shutters SubCuisgoy: Blom Pawn Comprmmik hod: Enkalton Report from a Florida PmbasRRMb� Artldbd or a Licensed Florida ineer Tin Robinson Water A. TIN Jr., P.E. John W. Knozevlch, PE (954) U9-7545 PE-44167 (954) 772-MA tkn.mbinsoniligppentoan 09NB2017 08131=17 Mil/2017 12/122017 Approve Review 2017 Global PmWJon Produce, U.C. cosaga : Shinano SuDCaapoy: Storm Panels ComprAne Method: Evaka9ow Report tom e Florida RRegbnal Eared a a Licensed Florida ngineer Tim RaWnsgn Water A. T■ Jr., P.E. John W. Knezevldn, PE (954) NO-750 PE-44167 (964) 7 -6M brumbineon@pppeacom 0910=17 OW312017 09/112017 12M22D17 Approved Z < 1W 19 Saxony 900- County Slav, Shake, Sbb&WM: Split Shake Quolb Assume- Product Degradation contract Exdhvmm Ode FM Profib - Lake WWss, FL 10/04.2018 Answered for Use Anomend In-HVMZ Outalcho No far Use fm■a RfthftPrwauro Yss WA !chit WA alas 20 Product Modal. Number or Name Sammy 900 - Shake &MV, Slee C-111vAeauow product Description Contract Expiation Dale Flat Profit - Lathrop, CA 10f042018 Approved for Use ,Aporcared ION ONION@ No for Use Im■a KM! Yes WA gwo proved WA Alla 1 productMode6 Numhar or Name 20 Gaps Galvanized Steel Storm panel Quality Assurance product DOWADOW Caramel Exolratlon Ode Corrugated Galvanized Steal Stamm Peneb retained 12131=9 a nor by tracks to provkle hurilnro praadlon. Awl Approved for Liss In HYM gig Yes Yea brAd Resistant Yes DWO Pressure WA sow# 2 ProductmocwLNundwror Name 24 Gage Galvanized Stwal Storm ParoWMHVHZ OAVWAN product coagulation coMnet Excitation pub Corrugated Galvanlbed Steel Sbrtn Panels marked 121312019 or not by boom b pro" humane protection. Apammallar Liao AMMAdferUm Ia111Ag Out"NVHZ No I —sat R"Wb rtr Yes Yes gwlgg pressure WA J SHEET N0, barch Creole PA 1.2 11 11'_t11111 1,1111l II ' 1 1 1_1 -1 _I I , Lp.lalP an[w"n, I b e Q1 0 Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1172010 Product Approval Application Detail Code Entity or We Pug, NIMM Date Pending Date Type Version Manufacturer Contact Engineer & License Validates By Validated Submitted F13C Approval Aooraved Status Revision 2017 All American Shutters and Glass Mike Burbler] Frank L. eennordo, RE Troy Bishop, P.E. 0420/2018 10202017 04202018 06/12122018 Approved Category: Shutters. (561)712-a882 PE-0046549 (954)947-08a0 "Category: Storm Panels mikeb@allamerieanshutte Compliance Method: Evaluation Report from a re.cam Florida Registered Architect or a Licensed Florida Professional Engineer . Quantity Assurance Aoorovadfor Use Anoroved for Use Impact Design Sea # Product Model. Number or Name $or1uc1. Description Contract Elu ration Data In HVHZ Outside HVHZ Reslstam Pressure 1 24ge Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panels 12/3=i!) Yes Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of 1 115=8 "9➢940 r&ft EBtl9Lei Iota. 21111K Dds Pentllpp 12111 mma Version Sacrament, validated By Vappwd AMMON PRO Aboravid Approved to& p vmm 2017 [TW BWldlrg Componete Groupgnc. Stuart Laub ICC Evaluation service, LLC William M. Raided, PE DOII 2017 091072017 0912112017 Approved cabin" : 9bucWral Corpora is (B47) OIW73 (407) 681.1917 SubCansgoy: Tense Plat■ slawb6a1p9rrerw.com Complance Method: Evaluation Report from a Product Evaluation Entity FLI"9024% Produces QIWWI AHlvDfd Aggrieved for Use Monet dtawa 00 Product Model. NumblrorNam Pnoduct Desalodm contract mmmdm 2119 In HVHZ otsidelmli Pressure 4 Ralf ECGhWw Wore MOW Connector Pete 12/3112= Yae Yes WA WA Florida Department of Business & Professional Regulation P.P i err, Building Codes and Standards ,r&rm,a Product Approval Application Detail F1a2181- M s2ft EssAW 2. Rik )Dab Pending Oft kru version Mom contact Entailment a License ventilated By Vabdow AMMON )dal Approved Am■ Revision 2017 MtTek Industries, Ina David Wen KK) Evaluation Service, LLC ICC Evaluation Service, 10192017 10192017 10221P017 Approved CabsOory: SWcauld Components (314) 851-7480 LLC. aubCetepary: Tnae Plain dwed@m6.com (205) 599- M companies Mehod: Evaluation Report from a Product Evaluation Enw PLa2197418 Praduis 9■ItaCAsssaancs Approved for use Approved for this h=W 20M am PmdmtMockLNunbwwNam In HWZ OLb"O1978 g prmm 4 MUD 20 ga. Wes connector pNte 01/0/12023 Yes Yes WA WA Glows Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 off Ionia RJBW40 2011111 Entity 21k 221a Dab Pending 20 mma Vampp corftd EpptanLiLMM vaod.emerr T( Submitted MAOMmftl Appogffi Sbba Revision 2017 Weyerhaeuser Rob BaklrM ICC Evaluation Service, LLC James A Rodman, P.E. o8222017 0&QQ2017 07MM17 Approved catmory. seuvww cwwr rob (253) 924-6476 (SOB) 839-1344 aubGts9ory: Engineered Lumber RoberLSakivinuiliaayeda Campwrrn MW d: Evaluation Report from a euw.om Product Evauation amity PLSGW4te Prcdrub Clearly Assurstank Addiffened for Use Andimated for Product mductModa6 Number orwm. Use I� !� latmli Mftklo g ! Pleasure 3 71mbarStmnd LSL Laminated Shard Lumber 03MIrms NO Yes WA WA Florida Department of Business Or Professional Regulation Building Codes and Standards Product Approval Application Detail R11774Am ralft Entity or m m Version NMUF&Gaaal EmMu, & LicaDee Revision 2017 Commercial Concrete Produda,ma Robed Gets THUY H. HUYNH (tete8uy., Structural Comparisons, (B73)869.3707 PE-00122 Subcategory: Products Introduced as a Result of pce igater@yahoo.cem New Technology compliance, Madad Evaluation Report from a Flodde Rap-NtemdArmhlYat a a Licensed Florida PTO("onal Engineer FLIP177"u; Products dtaN� 1 Quality Packed or Commercial Concedes Products P. and Pngbsaed Connote Limits PLMO2l.9 .996 11112 Thwslao Revision 2017 rrW BuOdhg Components Group Inc. cons"; Structural Component► subcabegay: Trusts, PWae C,ompliknce Method: Evaluation Report tom a Product Evaluation Emit AMR $gduy(MotleLeNmberarwnks 1 ITN BCL91AWA Her Strength (H &snip S) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page l oft 11=18 Enft or R,M Ift IdNMEWdIpp 21M &sr■9t Jar A Llafma Value Be VsBdMftd AMMON PBG Aar ANa■ti d aura Stuart Lsuvb ICC Evaluation Servo, LLC WdMM M. Ranted, PE 09I192017 0/107/2017 DW21I2D77 Approved (617)918-0473 (407)681-1917 Wawb@aghBreMw.com clients Assurance Approved .for if" Aoorovedaertas fps liissim Product Descitabovi eta it, Hy i outside Resistant Presents MOW Connector Plate 1=120E2 Yes Yes N(A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a / llama I FL IEW4te 226 J IgL4[ 2im 20 Date Pending 2im LM Version JAMMid lsed conhwt IyWMstedBy Va didd AMMON FBQApp[mml Aaal'medl AMt& Revision 2017 Mnek Indusbles, Ina. David Nod ICC Evaluation Service, LLC ICC Evaluation Service, 10/19/2017 10/11 017 10=017 Approved Category: Structural Components (314) $51-7480 LLC. subcategory: Truus Phrase dmrtt@m8.com (205) 590-OW compliance, Method: Evaluation Report from a Product Evaluation En" Plf21ef4M Produeb Qual&LAuurance, Aggrieved for Lies Approved for Use 122W Dedan ¢ago Product Model, Umber orNam In HVHZ outside Itsidideft Pl9aats 1 M18SNS 18 ga. superho WwVth trues connector plate 011011r1w Yes Yes WA WA sough Criteria Florida Department of Business & Professional Regulation Page 1 or I Budding Codes and Standards Ionia Product Approval Application Detail PL121974M Rau Raft or m ➢eat. !gym on% Tyne V7111110, NkIA*..b� yead1dadav Validated Submitted FM Approval Appf4r9d As" RevWm 2017 Mill Industrtaa, Ina David Wart 100 Evaturson Service, LLC ICC Evaluation Service, l rIQ=i7 10119=17 10222017 Approved category: Structural Corpulent. (314) $51-7480 I.I.C. fubcate": Tnts Plates dved@macem (20$) 5004 8M Canpllance Method: Evaluation Report from a Product Evaluation Entity FMI07-M Pmduels QMNWAUMM Approved for Amehaved farjUse!!>Ine9f ! Afa3 Product Model Number a wma Carm.ctErOmNar Did In HVHZ outsidei1 plem $ MT20HS 20 gal, high strength ma s connector plats 01/0112023 Yes, Yes WA WA Floida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a 1 ifl ma coo l:atlta.o[ Palo 21M D1MP.pptltaH Ra min vgalag AYE FBCAppt41al ADDroved shm Revision 2017 ITW Banking Compensate Group Ina SkertLewis ICC Evaluation Service, LLC Vveam M. RankrL PE OWIW2017 0910712017 0912/2017 Approved Cale y: Sh iclural Components (847) 91e6473 (407) 881-1917 Subcategory: Trw Plain .cent Componnts Method Evaluation Report from ■ Product Evaluation Emily FIJ199&a6 Products Approved for it" Militia 22NE ANa9 Number or Name Product Devastation 1. HVHZ 4LftwOltm Resistant Pressure 2 niW SCINAluiu Hinge Pete MOW Connector Plains 12131rAm Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget al I 1r"18 PLs2I"40 cmhk &gtlhl9s RIM 20k pobpmwhw oft Tyne Vanden Validated By YSWiWd AMMON F&CAnamet Appmtslt At" Revision 2017 Mrrek Industries, Inc. David Wed ICC Evaluation Serves, LLC ICC Evaluation service, 101192017 10119=17 10/22/2017 Approved category: structural Components (314) B61-7480 LLC. subcabgay: Truss plain dwert@mii.cont (205) 588.9800 Compltertce Method: Evaluation Report flan a Product Evaluation Entity F11211g4M Pmdueh Atmrovild MflM! Aaamaad For use honest d2ulan MA ProduelMadal.fb.rhbvgNam.Product contmdeLwlmu nDab In outside! pal 2 M91 is 18 ga. Wes commoner plate Ot/012023 Yes Yes WA WA S.Kib Claude, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Psge1a1 I Ionia FL1B V-M GOde ED94Lar Rik !Mat gel POSUO 20 mus version Alsigisimm EngineerU- Validated My AWN" FBC Ackoraval Approved AM M Revision 21D17 YJaysmaeuser Rah SaMwW ICC Evaluation Service, LLC James A. Rothman, P.E. 060/2017 oa2W2617 0710312017 Approved lktepory: Shuclurd Comports (253) 9246476 (WS) $39.1344 SulaCklegary: Engineered Lumber RobertSakMln@vroymha Can0Mabod: Evaluation Report them a swneam Product Evaluation Entity FL"W4M Products AMA Pmtlraatwds.Rumharorwme ProductLasatetlae CadmctExarWtrhDate InWAZ outside lmli Igolotets dry 1 Mbvuam.LVL Laminated Veneer Lumber MG12019 No Yes WA . WA Search Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datall Pas 1 of 1 Ionia ELt1no4m rlalk E0tl9LJu no Rant Data Poodyka Ra ban Yemen mamoaa rlt VANEWBe v mmw AMMON FSCAl1Nmoval AOQvevd Revision 2017 nr1N Building Compensate Group Ins. ShmrtLewfe ICC Evaluation Service, LLC WMsm M. Rental. 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David Wart ICC Evaluation Service, LLC ICC Evaluation Service, 10119=17 10)102017 102220117 Approved Cataiory: Structural Components (314) $51.7480 LLC. subcolegory: Trade Plows tlwett@mg.cem (205) $99.90(10 Compliance Mathod: Evaluation Report from a Product Evaluation Entity FLa21ar4M Pmduw Quality Assurence Annroved for the Anomired for UN ilaneat lliego Aut Product Medal. Number w tin ProductDowtarkilloa CostractExpirsdan Does Inthm glows li truants 3 10IT7814S 18 pa. high strength tress connector plate 01A12023 Yee Yes WA WA search CdbW l 92111111 rim! Vaslan Nwnubbm Revision 2017 Weyadeewr Category: Shuctu d Components Subcategory: Engineered Lumber campaniles Method: Evaluation Report from a Product Evaluation Entity FLMOO274M Products )m Product Model, Member or No 2 Pandlam PSL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t a 1 116ma Solids of no Rik Dow Platinum Data EI 41k� Validated &I V1d9tlid AMMON FICApp■mt Approved AMSM Rob BWde1n ICC Evaluation Service, LLC James A. Rothman, P.E. 0822/2017 08202017 OWDSM17 Approved CM) 924-6476 (WS) 839-1344 RobertBaMwl1@vveyema ausencem cinder Ajakerfixona AaarmrWl9[!ht Aeormted for tin Wasis !Iealan product comment Expiration DOW!Dlmdi ouglata droll drat Ply Parallel Shand lumber 031312019 No Yes WA N/A Florida Department of Business & Professional Regulation Peps f a I Florida Department of Business & Professional Regulation Page i a 1 Florida Department of Business & Professional Regulation Pie 1 a I Building Codes and Standards 1/a21Hs Building Codes and Standards 1/m is Building Codes and Standards 115=14 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLaBSRf.Ra E&sal J ho IMIs pateponew Data. FLM2746 Rua Error r 20 IMM Data Panama RNk PLdMaio SaAt Entity or 21K Zak Data Palettes Ra BM Vmlaa Stan ZOWBOLi LMM Y AWlmltld PACA,,rMW A-mvd Akm mm Vmlon 9agembom EngioneLillMmnl v lutetdBv VsppWg AMMON FOCAD val A AMML rime V-1- AalemMd F9CA-1 Awmloal AN& Revision 2017 Weyerhaeuser Rob Baldwin 10C Evatualbn Service, LLC Jama A. Ro anam P.E.. Bias 2017 0s20r2017 07IMMIT Approved Revision 2017 VvsyNbwwr Rob Bidde1n ICC Eyzusdor S-Ioe, LLC JameaA. Rormmm,P.E. Oa222017 062Q2017 071032017 Approved ptevNbn 2017 CAST-CRETr USA, Ma Culp Pacific MMml-Daft BCCO- DER wmFDads B000-VAL 11/142817 10192g17 11212017 Approved Cwpory: structural Components (253) 924-6476 (s08) 839.1344 Category: Structural Component (25S) M-6476 (608) 1344 structural Components (873) 621-484t p86) 315-25p Subcategory: Engineered Lumber Robet.BakNdnowayama sabcateBBaD`: Ergiuemd Lumber RobartBaidwih@weyerha Prod SubCabpory: Products Introduced n a Result of Sub&&%: 4parrila@ceWaete.eohn Cpspitence Metlad Evaluation Riot from • Ousel -ram Compliarka, Usidicid; Evaluation Region from a 9U9or.071n vie v Tes rtmbpy Product evaluation Entity nMBZr41a Pmduet Product Evaluation Err* CompliancewNrod: Cemlcetlon Mad or LMrg fR116s4He Pmdrs.4 lag ProdumtMcd&LNuntierorwms OtiWO Assurance Ancravad for Use Aaaiovedfor Use Product In HVHZ outside 111110 htaMof po wen Resistant Pats ant ProduetAladal.NrenWrmrRmu Quality, Asautome Approved .for Use Approved .M[!Ms int119Ji outside 0f8i knood gulag Realistant PJ3ffiats 9ffi! A9spp1tffitarUse Agairovad.for Use lmoseS glum Inlydli Rnhftd Pressure 4 TJ Rpm BMW Structural Composite Lumber or Oriented strand 0313112019 No Yes WA WA $ Weyamrmwr Rim Board Oriented Strand Bound Rim Bost 03/312019 No Yea WA WA 1 Wgh strength concrete Lkmt 4, 6, 8, and 12 Inch wide artelt 09/11/2018 Yes Yes WA WA board Rim Bused iltltsh CietiM Sdamin.Creole Page 1 at Florida Department of Business & Professional Regulation Page, of Ionia Building Codes and Standards 3ne2018 Product Approval Application Detail 20 RnN lab Plmllne m Validated By validated Submitted FOCAppmvel AcoraXffi awn John Hoy 101`141M17 1011302017 10202017 121212017 Approved (352) 586&311 hlLlt)Qii oub" gnus des 05262024 No Yes N/A WA Code Entity or 20 rA2 Data pending Tate IVI's yg(slon Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Aooroval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12/122017 Approved Category: Rooting (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing Into@gWooestsupply.com Compliance Method: Evaluation Report ham a Florida Registered Architect or a Licensed Florida Professional Engineer Fl#1466f.R3 Prodndfi"� _ - .. ._ `'" Quality Assurance - Approved for - ° - Use Aocroved fa Use • Lmoad Desion seaE Product Model. Number or Name Product DescrpWlon Contract Expration Data In HVKZ Outside HVHZ Resistant Pressure 1 0.032&qua; Aluminum 5V Comp Min 0.032&Wd:5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/At war 15/32&quo; Plywood -108.5PSF 2 0.032&qua; Aluminum Gulf Lok Mn 0.032&quat; Aluminum Gulf Lok 16" Wide OV122024 No Yes N/A +N/A/ Roof Panel over 15/32" Plywood -116.OPSF 3 1" 24ge. Gun Snap 1&qua; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/AF-131.OPS wer 15/32&qud; Plywood 4 1&quo; 24ge. VemeLoc 1&quok Versoloc 24ge 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +NIA) wer 15/32" Plywood -138.5PSF 5 1&qua; Vers.Loc .032&qud; Aluminum 1" Versal-oc min .032&quo. Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32" Plywood -101.OPSF 6 1.5&quo; 24ge, Gulf Snap 1.5&qua; Gulf Snap 24ge. 16" Wide Roof OV122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -118.OPSF 7 1.5&qud; 24ge. Versal-oc 1.5" VersaLm min 24ge. 16&qud; wide Roof 04/122024 Yes Yes NIA +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 2" 24ga. MegaLoc Min 24 Ga. 2&qud; Megat-oc 18&qud; wide Roof 04/122024 No Yes NIA +N/A/ Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lek 16&qud; Wide over 15/32&quo. OM122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seem Mn 24 Ga. Gulf Seam 16&qud: Wide Roof Panel 04/122024 No Yes NIA +N/A/-S3.5PSF war ix4 Wood Pudins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min24 Ga. Gulf Seem 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +N/A/ 18&qud; Wide Roof Panel over 15/32&qud; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&qud; 04/122024 Yes Yes N/A -NIA/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp over 15/32" Plywood 04/122024 No Yes NIA NIA/-131.PSF 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Comp Rod Panel over 10 Wood 04/122024 No Yes NIA +N/AI ' Pudins over 1W32" Plywood -156.5PSF 15 26 Ga. Gulf Lcd< Mn 26 Ga. Gulf Lok 16&qud; Wide Roof Panel over 04/122024 Yes Yes NIA +NIAI IM2&qud; Plywood -161.OPSF 16 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok i 6" Wide Roof Panel over 04/122024 No Yes NIA +N/A/-63.5PSF 15/32" Plywood 17 26 Ga. GulfPSR Min 26 Ga. Gulf PBR Roof Panel over 1522&qud; 04M22024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 ef2 Building Codes and Standards 328201e Product Approval Application Detail Quality Assurance Approved nor Use Approved for Use Impact Design $ep # „Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Go. GulfPSR Mn 26 Ga. Gu1fPBR Roof Panel over ix4 Wood 04/122024 Yes Yes N/A +N/A/ Purlins over 15/32" Plywood -151.7PSF 19 26 Ge. GulfPBR Min 26 Ga. GulfPBR war 15/32&qua; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GulfPBR Min 26 Ga. GUIIPBR war tx4 Wood Purlins over 04/122024 No Yes N/A N/A/ 15/32&qua; Plywood -151.7PSr 21 26 Ga. GulfRib Mn 26 Ga. GulfRib over ix4 Wood Purlins war 04/122024 No Yes NIA +N/A/ 15/32&quota Plywood -I64.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&quo; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GulfRib Mn 26 Ga. GuffRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2PSF 24 26 Ga. GutfRib Mn 26 Ga. Gul92ib over tx4 Wood Purlins war 04/122024 Yes Yes N/A +N/A/ 15/32&quo; Plywood -164.2PSF 25 29 Ga. G&Rib Min 29 Ga. GuHRih over ix4 Wood Pudins war 04/122024 No Yes N/A +N/A/ 15/32&qua; Plywood -123.5PSF 26 29 Ga. GuitRib Mn 29 Ga. GORip over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GuffRib wer ix4 Wood Pudins over 0411212024 No Yes N/A +N/Al 7/16&quo; O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRib wer 7/16&quoh O.S.B. 04/122024 No Yes N/A +N/A/ -l16.OPSF Search Criteria Code Version: 2017 FL#: 11651 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Emery Contract Expired: ALL Product Model, Number or Name: ALL Product Dascriptlan: ALL Approved fa use In HVHZ: ALL Approved far use outside HVHZ: ALL Impact ReWWam: ALL Design Press- ALL Data From: ALL Date To: ALL `4^",k ^W W C _ V/ U Q) CL 0 .� C Co v O CV O c O O W 0 Co LL O .� -0 E f` CU 0 L .0 .a VJ z z LU J O 0 Cn O ICU C/) L- Q CIO O 2 ''W^^ v, VICU we G Q z Z Q J SHEET NO. PA 1.3 0, A INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. RLY WITS P fA.1L1%G ALL OH�I�t- �� 1�� Cr0�E9 CS COVER SHEET � S �, �L. 1.1 T LA NA�iO�:I�.1,° ut' j ILLS 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS ORDIN�l�� 3.1 EXTERIOR ELEVATIONS JJw 3.2 EXTERIOR ELEVATIONS 1 7 F1 FOAM DETAIL 4.1 MAIN ELECTRICAL PLAN T� 4.2 UPPER ELECTRICAL PLAN 5.1 MAIN ROOF PLAN 6.1 FOUNDATION PLAN �+ — — 7.1 MAIN FRAMING PLAN ABBREVIATION`? 7.2 UPPER FRAMING PLAN AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room - L1 LINTEL DETAILS ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air SN STRUCTURAL NOTES AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill SN 1 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed S3M MONO DETAILS AHU or A.H.U. Air Handier Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator S4 DETAILS 9 ' 1 BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing S5 DETAILS BF Bifoid Door FTG or Ftg. Footing REQD or Req'd, Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room S6M DETAILS BLK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening ST DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf SS RETROFIT DETAILS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door D1 SECTIONS & DETAILS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves — — D2 SECTIONS &DETAILS C Carpet HDR or Hdr. Header BHT Sheet — - CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower WP WATERPROOFING DETAILS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights PA1.0 PRODUCT APPROVAL NUMBERS CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications — CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir PA1.1 PRODUCT APPROVAL NUMBERS CMU Concrete Masonry Unit ILO in Lieu Of SQ FT or SF or S.F. Square Foot (feet) PA1.2 PRODUCT APPROVAL NUMBERS COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage PA1.3 PRODUCT APPROVAL NUMBERS COMM or Comm. Community K(WALL or KM/all Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar UI CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp, Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro, Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Mr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) REVISIONS 06-13-17 1.0 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATES 02-21-18 3.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 15 FT. HIGH TYPICAL 09-11-18 3.1 REVISED DOOR AT A/C CLOSET FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE MOREL CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE F13CR (CURRENT VERSION) FOR �(1 COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MIDST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. o i v C jl 0000000000. C9 Z M O z C) z a (3) C> w °V — oT t— U o0 w E m N M CA M To M U z 2 oc ' a I �o Q rn cofl-o oQv � M Q 0 MD. N C B D C LU OONO Uto Z � MM6z w z c � w w a W 'Q mLLo � - a W—QJ ® z 0 _-' c? p N®R� 'GJ .CRY w a� zz FJ 1 - To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z �5 W � za f W aM u�oo O 0 ce �g�zqz aZ aw0� ^ ce u Q UJ W 2 gZ CL _ C/, o zZ z � 4 Z "0 I Io W F o o C) U Q J � g��o U M fy) i- � 8 U rV zaz� Q¢w� Q 00 oN Z Z N u-o ra2r u.J L <C w <C Z =�Zo w¢z M U) NZ Z ao S m r Oti u.l W rn _ ,� a. U) s SCALE : AS NOTED DATE : 4/5/2019 TECH: ]BERCHAL VERSION N0. ^ . �•/ SHEET NO. CS TYP @ 2 STORY J S6 50'-0" 4'-2" 13'-11" 5'-2" 18'-4" 8'-5" B OH 6068 S.G.D. TEMP. OD 35-SH 35-SH ( EGRESS 3ACPAD �° 1 1 F M I LY R M o PLUMING �� STACK 8'-8" CLG. CARPET -6$' 2'-1" 80T-6„ 6'-102" I (3)2X4#2 N M I SPF STUDS -42"SLOPING =,N HAL WALL CO I I I I I I I I (4) 2 X 4# 2 UP 16R I I I I I I I I I SPF STUDS I I I I I I I I I I I I G.T. - 1.! 21 31 41 51 61 71 81 91101 11 2 X 4 # 2 SPF EDGE OF SLAB 2" CC STUDS @ 16" O.C. BEYOND WALL S3 (3)2X4#2 SPF STUDS CC S3 HDR AT 81=0" __ 2X4#2SPF - --- - STUDS @ 16" O.C. -LN -0" 7 ' 10'-7$" 00 ¢I �I ECC ( S 1'-102 ,o FIBERGLASS SURROUND O TB TP ° NA - p V: �o w Z 2068 r BI-FOLD I I I S2 �6'�p H1 (3) 2 X 4# 2 SPF STUDS 2 X 4 # 2 F STUDS 3 CAR GARAGE 8'-8" CLG. ---------- S BEDROOM 2 8'-8" CLG. CARPET �t 2668 �2) 2068 I -FOLD AHU W.I.C. I m CLG. Er L----- -- -J R& CC =� S3 W.H. STUDS @ /2X4#2S16" O.C. 0( BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC - 60 --- -------- --- 2'-92'- 8'-8 -, T CAFE 8'-8" ' CLG. TILE 2'-0" I I m I O uJ LU z O 1 I I" 'APT, I I °i o 3 z Cl)------ II �-- D.W. III III L_-JI I I I O 1 1 I I I I El 1 I II •..••II I-- r o KITCHEN- - 8'-8" CLG.Cl) TILE -� ---� ---� -' N P I 1 I ( BI-FOLD °° D =W '-8" =W `'° L'° "'ifl TILE �`O 5-SH 16" DEEP 10'-10" 51 2 2'1s N z' I I FLEX 00 I I 8'-8" CLG. ¢1 CARPET o� 1 1 00 NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD,IPI 25-SSH 25-SH EGRESS I 2' 10" 6,_6" 5'-2" 1'-2" Y 8'- "C G. ILE O M 4'-6" I ------------- I I - I I I I I I I D I I I S3 I I I I I------------------- I---------------H--- I 8 x 7 OVERHEAD DOOR I 52' I I I I I 16 x 7 OVERHEAD DOO ----------- - - - - - - - - - - - O 2' 0" O 2FLOOR 8'-0" ND. ABV. Z'-0" " K 16'-0" 2'-0" I 1 13'-8" 6-8" o 12'-0" 18'-8" ENTRY CLG--- GARAGE --- - - - - - - - - - - 4" 5'-4" '4" 5'-8" '-0" 5'-4" -0" 12" SQ. CMU COLUMN W/ (2) #5, FULLY GROUTED (TYP.) 29'-8" 20'-4" 50'-0" TYP @ 2 STORY J S6 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI HS (2) - 1 3/4" X 7 1 /4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN-B SCALE: Y4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302:5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.G. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" K-A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 OE +26.6 / -28.0 0 +26.6 / -32.2 GO SEE SIN SHEET HH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND IIIIIIIIIIIIIII�t � rr:: TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B" 1ST FLOOR LIVING AREA 1358 2ND FLOOR LIVING AREA 1996 LIVING TOTAL 3354 GARAGE 644 ENTRY 137 TOTAL AREA 4135 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 n 0 1 U M _ o Z z �C U) z cn a--+ w t"� p .O w Mf V) � o 0 m - LLJ 8 N �oM ' - m O o 0 U N LL 000 -C 0 C O Q rn co 0.O U-) R: rn Q o B D® Nc N10 U) O N � Z W M�o� H z LU mLL W V ¢ Z N E, LL W 401; . OW U_ s ' 4 .FIIS Q CI lot,• rG. rn r To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ Q f �F uiz�0 U z w Q � z 2 LU <^ Lu z rr z r U a o 1..1. �- O g Z g O o M U) J LU U-) M opZo a�o O < ZazL a a Q 00 E Z N Lu J Lr) r 4 Ll.j !;- ¢ tj j Q z Q Z o � a P t- I- z M ILn N* z CY Z co 4Z T J 0 O [r4 rn ,-4 (a_ V) o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. 1.1 TYP. C@ 6'4" 20'-3" 8'-7" 12'-0" 2'-10" ;ORN S 3 SIM 3 SIM 1 B 6 D2 A 6 A 6 D2 6 B D2 25-SH H2 D2 W/ (1 MSTAM36 ZO H1 D2 25-SH H1 D2 W/ (1 MSTAM36 D2 H1 2O EGRESS BASE TEMP EGRESS BASE EGRESS - : M' loom SPFSTUDS i DROOloom • ME! 00 1 CARPET I■■� ■ _"SUITE 211 Iir■NN■ I■■■■■�'�1 • • ©I _- 2X4#2S CARPET EXT. C BITFOL .: 62)2668 i7hffim 0 IN' 11 E 0 0al co GTT �1 • L- -�■■ 'OM I nom�0 �� • .1 OEM 0 to d 42" HALF WALL BON S ROOM EGRESS �) ••• !I /\ICARPET I� ..: �� 1 0 1.90 F17 8'-6" 0070 plm� 290 17'4" �;"��.■■ 1 1 CARPET... .r ' ■r - • • • O O 1 -�IM- • 25-SH ©EGRESS <�> rGRESS(@ 1 IW/ MSTAM36 BASE HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1 /4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.G. SPF #2 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches 1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence ar to another dwelling unit and shall be exhausted directly to the outdoors, Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 CD +28.3 / -36.4 DE +26.6 / -28.0 O +26.6 / -32.2 GC� SEE SIN SHEET SEE SN SHEET '140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND �111111111111�11� • - . ` TYP. 2x FRAME WALL -_ -- -- BEARING WALL SIM 3 1/2 34-SH 6 I 3 FC03 H1 D2 I D2 INTERIOR BEARING WALLS NOTED "FLOOR BEARING D2 I 7,1 ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND / (1 MSTAM36 O I REQUIRES NO UPLIFT CONNECTORS TO FLOOR BASE I SYSTEM ------ ---'-- - _ -_-_ - --- -- 3'-6" 6'-6" 2'-4" - - - 4'-2" - - - - - 4 2" - 5'-0" 5-8" T-10" 11'-0" T-10" AREA TABULATION "B" 1ST FLOOR LIVING AREA 1358 12'-4" 8' 4" 10'-8" 18'-8"0 4 2ND FLOOR LIVING AREA 1996 50'-0" LIVING TOTAL 3354 GARAGE 644 ENTRY 137 TOTAL AREA 4135 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/13-13 KRAFT FACED SECOND FLOOR PLAN-B EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: Y4r=V-0" (GARAGE / LIVING) CD 2 zM 0 m z� z <c J U, zCl(D Q) cn +__j w p •O w F t/) � NZ rz u E a m �- C'mM 11111111M, 0 v V O o N Ls' � a:08 � no <Lm vnv M < d Al B D• N� =J� N m� O V N Z W c7N6Z :4, z U) � � LL � W LN � V .1 , a w LU a- Z_ C, UMZW fi4Q,sltK� W.FD'Gc6Cld%I' , J V) �. ' 0 To the best of the Engineer's knowledge information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z w� f F- W<�cr �4800 oo�c� U� z -2 J rWpoo "- 00L0 n Z 8 r U �- 00 f z z o %%.� LLL 3 T-i Q z > N w VO M Mor 0 H� 0. Z ' r� Q 2o�2 Z Z N .a�� Lu J ^ L 1 r-1 LLl Q W 2:F Z �(�9Zo � U ~o z Ln NZ �zo RE m � z g = ¢Lu SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. SHEET NO. 1.2 Zz 00 0 F_ 1, HOOD y�1400 OPT.O ,,,�� C� § ��II RANGE III Allll� J BATH 2 FIN. FLR. KITCHEN 0 r_ 0 50 0 r; 0 i0 BATH 3 0 Cl) 50 0 M 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. KITCHEN 0 0 M BATH 4 -OTAL RISE = 10'-0 3/4" 16) RISERS AT 7 9/16" 0" TREADS w/ 1" NOSING 0 F, DW 0 co KITCHEN ISLAND 0 co MIRROR MIRROR 0 r = ® o io Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. MASTER BATH INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" STAIR SECTION SCALE: 1 /2"=V-0" IF 0000 � n 0 zo z� Z Q Ci- Ln CD 0.) C w •V - Ow 0 C> m W t— Eo — U N M tT M N �� O O �o Qtm �LL00 Cna '02,oV MQo A ® s D® N C•B . C 1wW) N 'O O M 00 Z W M�oZ � z /�/ M U)v �W _NON aw W — a.LL's a v o m9 �� M D F OFESS\O^��w 7®v(/irff411111W0, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal LENINAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 Z z¢ fF 0. LLJ roo � a Zz J � J a >LU � 91�� U J N ■< LLJ Z o � c) 1 Z � �/ O � 1� W z M z J LU al9 o M al o00 aY0 81 JLUm f� a U � Q Z LU Q 00 ¢a�� o��s 0 Z N �! ��j T'I c OF YO Lij Lr) Q Z Z ¢ a o m N O1 ZUJ U aoo 3:rn ,-I a cn o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3al SHEET NO. 2 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 �7� 5 V x 6" SMOOTH TEXTURED HEAD/BAND TYP. HEEL HEIGHT — — — ---------�71----------------— 2-- — f� t� — — — — — — — — — - — ----- —----------- T.O.P. HDR. HGT 2'`0" — — -ou TEXTURED CEMENTITIOUS FINISH OVER I �� SHEATHING (TYP.) o I r I 2nd FIN. FLR. ______ __ __ _ ____ — — — — — — — — — — - 1" x 10" SM OTH M TEXTURED T.O.M. --------- ----- -- HEAD BAND — HDR HGT. TEXTURED CEMENTITIOUS 3 °D FINISH ON C.M.U. °0 b (TYP.) o F. FL. !�■III�II_III N� TYP. TYP. FRONT ELEVATION - B cLL� LEFT ELEVATION General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. `*CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. "If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof)l - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) � o � O L' UI V M O ^ O z�z Q a z In CD � w LU M "V — w o� U m N W E 1 — — e) - Co COM U z _M-0 0 00 Ca N LL- 00 00 o Q M FZI o 0 av v rn Q o B D® DO 10 _ N N v10 N LU O M 00 Z W C; co W 4 O X 01 �C) OFESi & �1tElt8tt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2617 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z �o za EF VJ Z w¢iriY UKOO 0 Z1.a Z Z Z K W 7d a m a0�0 OLu HO —� Zo U W W i Z i Z Z _0 `� M_ z Z o / J Q LU X U-) M M �-- � 2 o U Z U �O 0 cc Uo012 �a J zaz C-4 ~ LL ¢ate � Q 00 oo Z z d- 04 ��U_ rao�j lJJ Lr) LJ.j = Z o $FF z L1) Q Z C�� NZ zo ao O 0 01 Z � _LU r-4 a I cn o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION N0. SHEET NO. 3.1 00 bo P „ 6 0 F- 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS HEEL HEIGHT T.O.P.-------_-- —i--- ---r-----r-- --- -- ----------r---------------------r---- -----------_ ---------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED — CEMENTITIOUS FINISH OVER SHEATHING (TYP.) CJ 2nd FIN. FLR.--------------------- T_O_M_-------- CJ/WEEP HDRHGT.------------------------- RFL. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ' OFFRIDGE VENT �! 12 �5 HEEL HEIGHT r-----------=-----=— — — — — — — - — T. .P.------------------ — -- — — — — — — — — -- ------ HDR. HGT.— — — — — — — — — — — — — — — — — — — — --— — — — — — — - TEXTURED CEMENTITIOUS FINISH OVER SHEATHING CJ (TYP.) 12 2nd FIN. FLR. 3.5 T.O.M.------- — CJ/WEEP TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) -F.FL.----------------- t — — — — -1 — — — — — — ————————— L — — — — — — REAR ELEVAT ION -B SCALE: 1 /4"=V-0" RIGHT ELEVATION - B SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft, of Deck -Air Needed) C7 Z — o z� �C U Cz V) "D (3) C "I--i w �V — N V I r— � o 0 CD [V -gym T^ Imo-- E iT M M — U O O N 0 UO3 �U_00 0-00 o °L rn CO °n CD A ¢ o A I ®® N•C •C B.D ® H o m Y, Z LU - 2Z z '� w_ « ap U LU LU Z io 0 ca =4 C ° Z T LLN� 5'A/1 ®IN '•'� ❑ F - C) 0�: 0 � Q //P11,11111imill aV°v\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz �5 wo za is F Z U400 �z0 O OW-Q uJ S0Uo W ^ L.L W oZ o z rL Q z -' d' z J J W U (n ro M Q Q °moo �Yr- o WuJ m5 ap� y lk CV op ZQZQ W2a� aI Q Q4Ua VJ � c z Z d- IN O o-o � a ti W Ln LU LLj � -, 8 no<¢ oPF � ¢ z a'dz N Z Z a Boa S R Cal O g = J a LU r-+ a cn s SCALE : AS NOTED DATE : 4/5/2019 TECH: 3BERCHAL VERSION NO. 3ol SHEET NO. 3.2 - EMEU uNW11W!LIRAUL'L-za� IY"wuV1� s 2 1 c" m N 2" iv 00 CD 1" VARIES "NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 2" DETAIL TO BE 1" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING :IN ^ N *- CAP 1" RADIUS 1/2" RADIUS 31/2„ RADIUS 3/4" RADIUS 4 cl t 1/2" RADIUS 1" 4" VARIES VARIES _ ih �M CAP N 10 0 M N 2 12" 1 1/2" RADIUS VARIES VARIES .-1N 111 1'-4" 111 111 11.0,1 111 4„ 31" a' A"t 'IT CD rIV HIV 1" 1" '- All' 4 2 N - C 1VARIES SIN 3' 3" 31, 4 4 211 oi�v - CO 12' 2 2 _ N M 32 11" 32" 1" 1" 1" 2 1/2" RADIUS BASE ;- (0 BASE 411 1 0„ 41' cQ 12 *NOTE: VARIES 811 2,1 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING a 2 ' ill 1'4 1. I 2a • , 1-1/2" THICK 1-1/2" THICK 0 N 10" �m 2111 4 c� _ c 10" _ N T � IN a' 1'. 2 - N 2" 4"311 6" 211 iv 211 cn w Q U) w Q TM 1-1/2" THICK 31" 241 _ la SIN M 2'^" V-10" co IN iiir 1'-4" 3" N r � 2 co T"' 51" y� I & 1" 1 o VARIES VARIES w Q ^M r • VARIES VARIES 4" 81, N i iv r 00 CO I R6 C° "2' • �"� �111, Zn • 3 F,,�' �ti z 4a : •ro _ KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 °D c OPTIONAL 3 4 4" WINDOW OPENING 4" 343" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" `� R4�r 2 VARIES 2" (0 00 1 NOTE: •FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • F AM! PS MATERIAL IS ACCEPTED -8" 411 _011 411 T 1011 1'-4" 10" -63 i 4 4 a" - (V z 54 2'-1" 1'-11' 54" 7" 1 �i iv - (V 1" 1n O T 1 N fV C*o MMr • i" '470, 2 N� _�E us GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH C9 1 Z M _ o z� Q Cz to C9 Ww �V — Ow L (O O U m I w OE pCN� M O S O o o U � �LL00 -00 Co o Q rn � no v asr rn Q 0 N M..� rw N v U)§ "'NmZ Z M C U) Z LU i- � �1�i�s W � w LY V > a' w g IL CkW U) z o� Oa LLZ N m Er' LU a N ¢ ..� a O v V O WWW.FDSENG.COM ❑ 0 CV 0 v 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 0 LU zag FF w¢iY� Uz00 J �Ce 0LUz 0. J aa0°r Q"0© zz } U ZZ 4� O 0 Ja U M cc W Wff 0 � rliY� J X Ld z N Z<Za c Lea aa�'W Q o 0 �E'�R z Z N w O � O (32tj J �-I l.j.j ¢ LJJ 2:r z a d z U � v 8ti� I—Uj !a— �Z I.n NZ azS 0 O Ck Z � 2 R of t--{ 0- LO o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL #14 copper to lights & outlets 1 20000 AMP #12 copper to 20 amp ckts 1110-2 copper to WH #10-3 copper to Dryer MAIN O2/0 or 410 SER Alu 200 amp 150 amp =Y Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground UPAD BONDING #4 GROUNDING WIRE TERMINATION PER � WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH 24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ,l t EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �{JeD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER WP71_ ELECTRIC PANEL _Mai DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN �7K - 27� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS M. WP GFI CAFE ►yT AS , 1 ITCHE ;REF. —a.L---2L_--1L- FLEX 12ROUGH-IN FOR OPT. CLG. FAN/ \sLIGHTPRE-WIRE ENTRY ENTRY LIGHT - AS PER SPECS FAMILY RM 1 ROUGH -IN FOR 1 OPT. CLG. FAN/ LIGHT PRE -WIRE WP DISC. AC PAD GFI A BEDROOM 2 IN�111W12 L FOR MV1LIGHT PRE -WIRE S.D. OWN % 1 �m - I I I I I I T Y� W B 7!,"' I I I �� GFI @ 44" (nH. oll A.F.F. 13 101 11 I I � O / I / 1 Z w F- / GARAGE LIGHT AS ; 0 U PER SPECS 1 Ct U 3 CAR ; W W GARAGE % GARAGE ' LIGHT AS ♦ / PER SPECS ��i GFI FOR..—�•'� � GAR. DOOR �� u- PREWIRE 0 Z� OLL ! ~ =1 @ 44" / GFI FOR A.F.F. 6 GAR. DOOR PREWIRE I I r------------------I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I ------------- ------------------ II ------------------------------- I I C] IC�IIL. VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN - SCALE: %4"=1' I � 0 19 � o o Z CID Z Q d E3 0 V, CJ 0 ( .0 F— o m N W E 0° V a 01 N c'7 m M N � M V1 0 0 0 U < o tiZco Q CDQ o B D. N C H D,C f�7 ]*IT _ G� y g M � fgz W MN � z° t• ._ U_ CO a rn o 14 4 LU c- N a W W U¢am o a Z. Z 0. a¢ a 1? Z ETw A MEN. LU aN Q M A O v V O IJ Li WWW.FDSENG.COM 0 CV 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0€0 a� Za Zap �t p=oo J Z� CL J 1;- z J Qn.awa�°� m Zo I..L. >< v f z Z -0 `� _3 w o > ��.. QO V � M M o o J U— <.o6 Z VO0a N Q < a� W a< Q Cal Z Z dam' N ° c'gt JLn r-I W Z W Z 5j<z° ¢ $~o �`Z �oE 0o N z U ¢ w � C3 _ r--I 0- U') o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. 4.1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER F�FW'P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET FVwF HALF -SWITCHED DUPLEX OUTLET I h SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH tl FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �]Bo PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T� TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER tl_ ELECTRIC PANEL _Un-i DISCONNECT SWITCH G�RNJ ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER NEMA1 200 AMP METER MAIN O 200 amp 150 amp Dis nnect POWER CO. FEED --- INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 copper to lights & outlets copper to 20 amp ckts -2 copper to WH 3 copper to Dryer or 410 SER Alu 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. I I I I I I I I I I I I I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J UPPER FLOOR ELECTRICAL PLAN-B SCALE: %4'=1'-0" l� CD 2 zco 0 _ m Z a Q CZ W cry +� �V — O LULh C = F- o f LS ~ UCom o0 N L.I..1 E t- - 3 m M 0 oN o Ca C Yo Q M U) n o o rn d o B D 10 N �b 10 Es M WLU Z U) Mmz z° ~ L' w w W > o'er o ¢' �coIn � Z 50 -$¢ a o C N mtia� � Z a-@o LJJ N¢o¢ o U U F WWW.FDSENG.COM rn 0 N 0 It - To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www. Lenna rTa mpa. com oZ Z0. Lu < = UZoo Z �oZZ J O IZ O 0 IZO /tom / \ J tJ N Fo 0— Z� J y. O ZZ V z C W Z G o > M J J W in M w . '0o 0 J W 2: 0 ui2m a. or-2 a06 cV O_Lu 4 0 o2 � RE:U_ Z z V_ (V -�22� W Lr) Lij< Lou LL� J ri LJ.I m ~'! a 8~0 LLnn ¢ z aZ N Z o0S Cal Q� z W = Z oLu 0 ,—I a cn f s SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. 4.2 ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation toSQ. IN. of IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation tilation tilation Ventilation (SElev) (See required needed required soffit by upper needed ventilators Main 23.0 1.0 Floor 2002 1922 275 961 69 480 483.0 345.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. SCALE: %4"=1r-o° General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation I Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = (Linear Ft, of Deck -Air Needed) M� o� 0 0�2 z Cl) 0 z CD z E3 U) CZV) 0 Q) N W .V 0 W 0:: Ey v o 0 CD m 'M W E 1-- ®E12- N M CA CU O C"! U L 00 U_ 00 � Y Q CD U3 Y r. Lo O rn Q d 8 N� B • O W p O �k o d d ' Z W ^0 a _ {,� �+ oo z w z N Pl I I• " C �_ - W V E �� o a z -2 ��¢_ 90W Q o 0 kzD 6' K. LIL Q WAId �� O �U O N, Cj W i y'Ar �°� RWVWe 9EIe6.C,OM 14 r �• *A **� Y�� Zz ILL- Zz V 0** y �\ °��, '•®, �° Vie° ^a."' y� �� F ,�Y4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz O of �F LLJ Uzoo oo�0 =owz �o�w aw0� OW V N O O � 2O U o a z N%../ 3 D F u *-� z z o Ln M J W � o0 Z 1Jro o I� 4 U 0 �O O�a O v oao; N z<Za a< Q002E 0 z �.o�E z J N W E CY 2 FZo W S Ln Q z U. ix < z k N z )o0 0 C� z = jV) ag SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. 5.1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 50'-0" WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB T-8" 3'-5" 5'-2" 5'-2" 4'-0" 5'-2" 4'4" T-2" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON /y REINF. SEE PLAN. FOUNDATION PLAN STEPS AS M TYP @ 2 STORY //�/ v U REQUIREDCL PER FIELD t H.B. CONDITIONS ■ ♦ •. •. •. d o •. •. •. ■ •. j ■ ■ ■ r r r r r r r r r r r r r r r r r r r r r r ■ _■- r •. r. :�� ■ ■ ■ // / / ■ .•..•..•. .. .. .C/ r ■ r r r r r r r r // r-- ---- I --------- ----- -- -- — fIHER�S�"I--/�— i7-- ----I II PROVIDE 1 Y2" RECESS J SURROUND50 1 FOR SGD. REFER TO I I L=====—� co I MASON'S SLOPE FOR N a �-----—r / / / io WIDTH j 'r1 / I ■ b I �// :� �/� �ACCHASE ■ r N I 0 ' 0" ,- / SED ON / v 1 j6 I� // / LOCATION 0'-0" I I tof �_�/LA / / / / _ CJ / 1/ / CJ ■: II II ■ D.W. I 3-1/2" MIN 3000 PSI CONC. SLAB of I I I •: I it I JL I I FOR HERNANDO COUNTY ONLY STUB UP TO ... , .. . ' ; Ma _ _ �I FLOOR I.. Ln Ir = %71 1 1 3-1/2" MIN 2500 PSI CONC SLAB o Illr 81 1 1 OVER 6 MIL VISQUEEN VAPOR ; C J FOR A/C FOR 9 11 V I 11� I J(I `� JIIIII I = �IIILBARRIER YINrlll I ' I I I I : I q al —�" MN L J JII L — — _ _ . •i •i •� r . PPE r . ti •r •r• i• r r r a •i • •i• r r r t . •r •r•i• r r ttrrl rttr Itttr trot r t . •i , •i• it rttrl ' Lu I z ■ : IL I I 11L I_ J 2'-6" X 2'-6" X 1'-0" _ 3 1/2" ■ N I L — — — '�I— — _j W/ #5's E.W. If CHASE TO �� i7 -- — — — — ——� I_ - J CC S3 l I j / 00 C0 �ISLAND — _ ,.I :j ,• •,":" :y:y"I^I'I'I';'; ;t; rl,l'l _ _ _ _I BUILDER TO PROVIDE + ' I iD TCIJ II _ CC APPLIANCE PROTECTION I WHEN REQUIRED PER FBC ( o Zo r 2'-6" X 2'-6" X V-0" — I I • S3 co W/ #5's E.W. j j OPT. I Lu I I II REF. - I I I I 9-4-_2'' : 8'-6$" 10'-7$" 19'-32" TYP @ 2 STORY JJ/S6 FOR i (SEE I I ( STEM OPT.) 9 o - io TYP @ 2 STORY S6 .: I— — —-- — — — — — —+— — — — — — — I CC S3 CJ + CJ I 00 v z I INDICATES FILLED CELL w/ 000 PSI CONC. GROUT FROM FT. T BEAM 0'-0" W/ (1) #5 REBAR VERT ABOVE SLAB ( PROVIDE Y2' x 9" I I I ■ TYP @ ALL PLACES SHOW I RECESS FOR FRT. DOOR 7" 2 STORY (2) #5 REBAR HOOKED FTG. DOWELS 5" E BED #5 REBAR J VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "G AIDE 40 VERTICALS w/ in V I S3 FILLED CELL I H.B. OP B. ' STEEL" I—:---- FILLED CELL I o ---- ---- ------ V-8" 11_81, 2 STORY 3'-10" 1. 2'_8" T- 1011 S3 -3 1 /2" ® • ` W N a o? T-0" X 3-0" X 1'-0" N r rrr.• ■ ■ _ •• r r r r r r r •• ••Y11 _ ■ ■ _ ■ ■ _j W/ (4) #5's E.W. ICJ 5'-8" 2 2"P 6" 0"13'-8" 2 L I 2-0" x 2-0" x 1'-0 o 4'-0" X 4'-0" X V-0" _ LO S W/ (3) #5'S E.W. 3-0" X T-0" X 1'-0I W/ (5) #5's E.W. 9 TYP. (4) W/ (4) #5's E.W. I zo L \1 A S3 5'-4" U. tx � 5'4' '-0" 64" 12" SQ. CMU COLUMN W/ (2) #5 FULLY GROUTED (TYP.) 1 FOUNDATION PLAN-B SCALE: Y4'=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" kv r . -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "*Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" — O (D zM 0 —o z�z a. Qw �V � w E � � �Ln U o� m w '- O� N M tm M a M M U S at ago p o N � U C o u- no ¢rn .n�v rnQ o N N M O v�i N �' g Z W z U' Uj M . z w z A/ J O W V ¢' zw2- OCkQ o V N o o ti � � Ern Z N H c .r r �- T rJ <: ;� ,<Cal a r�Pp��FOri , O F £ S1' NN t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oZ �Q g< F- z W¢W� oo8U �EzZ _J C L i 2 � J a10 �1 Z O O 20 UM�O Q 811, ZO } U Z a z -0 N T—I O O Z �W U M M O 0� 90 o Z ZLU Q 00 Lu 0 z fV �2go, L; w J i.r> rl lJ.l Q a Z g noaa o�� w�Z Lnn N z z aLn oo 4� W J Z rnJ = ¢ g SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. 6.1 UPLIFT CONNECTION CROSS-REFERENCE 4,5/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10-8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 18 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 17 - 1Od x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 110 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-10d H HTT4 3610 3105 518"ANCH.118 10dxl-112 HTT4 2715 5/8"ANCH.120)1061-1/2 J HTT5 4350 3740 5/8"ANCH.I 26 1061-1/2" HTT5 3225 5/8"ANCH.I(28)10dx1-1/2 K HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD * 4505 37855/8"ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-112" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MT812 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MT816 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MT820 1000 860 14 -1Od x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS „X,, HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10-10d I SPT22 1 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (6) B) (A) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 110 R ARRLEDGER A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. 2x12 @ 24"o.c. CUT TO SLOPE :R. FEILD .DGER W/ H3 TOP & BOTTOM TO LEDGER 12"O.C. I rr I Ut- ANU tsU I I'OM (WOOD) 1/4" X 3-1/2" WS35 WOOD SCREWS @ EA. TRUSS VERTICAL 1 � SHED ROOF DETAILS SCALE: 3/4" = T-0" MAIN FRAMING PLAN-B SCALE: %4'=V-0" C9 "' Z o — o z� Q a Z CZ t^^/)'' 0(v er) w �U — O w Cn Z m E .� Ca o m W 0)- M O O N C) :� u- 00 Lv � Q rn cn o 0 LO av v a) Q o B ®® N C B-D C 10 N 10 �g � y�7 � a ZW 8 _ 9m :2 151 z2 U) J "T C O W W W W — LL15 a o Z� o �oz a LAOzLU."', r oe 0� ,\O XLh J y"'" •"o CJ�� ro g- E �1' to V IA �r? O F E SS\0� kN. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ zaa <F tr w4aq U480 zw� ��zi �Ow �a00Co O��o W A U W N Q z z V) 0 Q U Z -0 4 3 0 V � M M Cr L- o9z 0 ili x P o J z 21:yo� W y JN ZXaond `FL r4 z¢�¢ Z W Q M 00 o Z N O � CY 6 w L.f) LV LouZ8 J TI a� �Fa-W U Q M Ln t Q Q Z Paz N Z t ao 0 m O ck Z :5_ ¢ z ,—i I a cn o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO" 3ol SHEET NO. 7.1 0 00 v (2} X (2) J U.N.O. (2) X S6 G X 1 y✓j U U U CY)U CJ1 CJ1 CJ3 CJ3 CJ5 CJ5If NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS J S6 1. (2) 12d TOENAILS EACH SIDE OF FLOOR CJ5 TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. CJ3 CJ1M3G IL cJ 1 X HSPHGA10 @ 36" O.C. UPPER FRAMING PLAN-B- SCALE: Y4'=1'-0" U U I1 ;; 11 is ' 1 m m m m m m ... N. m m m; m cmryy (n I is i I I I I II I I I I I I I I W tDj (2) M1G :. X EJ3 • ,- .: (2) v U v CJ1 J X E1G S6 —' T U v r ti� (2) EGE CO3 UPLIFT CONNECTION CROSS-REFERENCE 4,5,19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1!2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. / 18 10dx1-112 HTT4 2715 518" ANCH. 120 10dx1-112 J HTT5 4350 3740 518"ANCH. l 26 10dx1-112" HTT5 3225 518" ANCH.1{28)10dx1-112 K HD3B * 3130 3050 5J8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD 4505 78 5/8"ANCH. 314" STUD BOLT TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 50 718"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N L 1165l1070 ** 1005/915 ** 8 -10d x 3" JUS26 i 115/1060** — 8 - 10d P 1550/3335 ** 1335/2820 ** 20 -16d x 3 1!2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000l4220 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MT516 1000 860 14 - 10d x 1 1/2" MTW 16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)10d NAILS AND (7)1!4" x 2-1/4" (5) 1/4" x 3" WEDGE TITENS BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. LOADS --ROOF = L / 360 FLOOR = L ! 480 WI 3!8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**), INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH 4F��Z�,TYC�RRIER-J + THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. Z � _ o z a U) z C/i C9 cn w �V — O w .� i�l/i � N � r— U o0 on N f— E C (6 M U — 2.1 N � o V � r- u' o°Do � o U)no ¢CD LAl I �w o QV rnQ d N C B D C N y$ 00 U) Z W �Mmzi:e z Im .3LLo � uS LU Cn Uj z o � aU) C14 ) �¢ o 0 Z yy OF E LENNAR M E a' d � D i✓or�Y•• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com =Z -o of �F Wa0�0.Q' oHgQo Z U Z Z C�O�W aw0� w U W �WF.. N '<` Q � W Q fz a z � � z Ufy ) � Qz O � � J W Oz cco�o L^L �ma 00 0 J N � z<z W z Cfi � z � N �aoI� W Ln ��W� J rW u,¢z8 l W � M � Q g!2o Ln Q Z Z N z � �ZS go z � � ,—I a cn s SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. 7.2 UPLIFT CONNECTION CROSS-REFERENCE 4,5,19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1!2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. / 18 10dx1-112 HTT4 2715 518" ANCH. 120 10dx1-112 J HTT5 4350 3740 518"ANCH. l 26 10dx1-112" HTT5 3225 518" ANCH.1{28)10dx1-112 K HD3B * 3130 3050 5J8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD 4505 78 5/8"ANCH. 314" STUD BOLT TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 50 718"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N L 1165l1070 ** 1005/915 ** 8 -10d x 3" JUS26 i 115/1060** — 8 - 10d P 1550/3335 ** 1335/2820 ** 20 -16d x 3 1!2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000l4220 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MT516 1000 860 14 - 10d x 1 1/2" MTW 16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)10d NAILS AND (7)1!4" x 2-1/4" (5) 1/4" x 3" WEDGE TITENS BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. LOADS --ROOF = L / 360 FLOOR = L ! 480 WI 3!8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**), INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH 4F��Z�,TYC�RRIER-J + THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. Z � _ o z a U) z C/i C9 cn w �V — O w .� i�l/i � N � r— U o0 on N f— E C (6 M U — 2.1 N � o V � r- u' o°Do � o U)no ¢CD LAl I �w o QV rnQ d N C B D C N y$ 00 U) Z W �Mmzi:e z Im .3LLo � uS LU Cn Uj z o � aU) C14 ) �¢ o 0 Z yy OF E LENNAR M E a' d � D i✓or�Y•• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com =Z -o of �F Wa0�0.Q' oHgQo Z U Z Z C�O�W aw0� w U W �WF.. N '<` Q � W Q fz a z � � z Ufy ) � Qz O � � J W Oz cco�o L^L �ma 00 0 J N � z<z W z Cfi � z � N �aoI� W Ln ��W� J rW u,¢z8 l W � M � Q g!2o Ln Q Z Z N z � �ZS go z � � ,—I a cn s SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. 7.2 Z � _ o z a U) z C/i C9 cn w �V — O w .� i�l/i � N � r— U o0 on N f— E C (6 M U — 2.1 N � o V � r- u' o°Do � o U)no ¢CD LAl I �w o QV rnQ d N C B D C N y$ 00 U) Z W �Mmzi:e z Im .3LLo � uS LU Cn Uj z o � aU) C14 ) �¢ o 0 Z yy OF E LENNAR M E a' d � D i✓or�Y•• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com =Z -o of �F Wa0�0.Q' oHgQo Z U Z Z C�O�W aw0� w U W �WF.. N '<` Q � W Q fz a z � � z Ufy ) � Qz O � � J W Oz cco�o L^L �ma 00 0 J N � z<z W z Cfi � z � N �aoI� W Ln ��W� J rW u,¢z8 l W � M � Q g!2o Ln Q Z Z N z � �ZS go z � � ,—I a cn s SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. 7.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS NEW MEMO 00 I 8F441B/1T8F401B/1T 8RF400B/1T 81`321B/1T FORM & GROUT SOUD CV Q W �U O #5 BAR CONT. 8F12-1 B/1T 0 VLINTEL DETAIL SCALE = N.T.S. TYRE DESIGNATION #5REBAR MIN. ATTOP (1)RJ ALTERNATE POWERS F=FILLED WITH GROUT / U = UNFILLED R=RECESSED -1l2" CLEAR STEEL LINTEL a ° QTY. OF #5 O ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY 2 c� d ° M, U, #5 REBAR AT TOP — Egg° ° ° MIN. (1) REQ'D ° 4 1-1/2" CLEAR Z G D - ° GROUT tNOMINAL.QUANTITY OF 5 REBAR AT = CUD, 0 4 C.M.U. 4 - WIDTH #5 REBAR AT ° O BOTTOM OF coz LouO TOP LINTEL CAVITY w U)CO CO o � \ NOMINAL-° HEIGHT -BOTTOM REINFORCING cc 0 0 M c C7 ¢ z ° 7-5l8"ACTUAL PROVIDED IN Z LL o w LO D D 8" NOMINAL WIDTH LINTEL ¢ _' b 3t FD1 n = a Qo �, �o 5 REBAR AT BOTTO AS INDICATED (VARIES) rn MATERIALS 16 GAUGE POWERS c-1i' precas- intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3, grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w! ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiucs coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) O 6'-2" LL O O O 64" LL 6-8" LL 64" LL LINTEL PLAN-B SCALE: 14"=1'-0" 0 G Z o — o zto z� Q cn CD � LU �o �V — O LU T I— v M N LU f— a) M m M g O N U r1Z-co - o Q rn 1 U., 0 rn ¢ d Al I 131D. N c B n c '�v N N ew m 10 V pOp M N O W Z MNmz z U) LL W O � � o W C" o w V LU > -E t" coo LL ��PWW:FDS C 4a� 11 w..�atO5 e� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N N A R 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 n' w Q Za f F¢- < LU Of U400 Z wSO Z QZ� �C,W Z _J J a a 0 ro OL�o A U co N m o0 Z0 �U 2: O Z C O O Q Z Lu Qa� v cn MCLC>LL M w . OOZ iliY� o J � 2: 0 w$7ma Z a yL �1 J Z<,� 1„�Q� Q �Z Q a f ce Z LL0 8,X0 LU Ln L j �s J r-I LLJ v, l- U a M Ln Q Q Z I�Z NZ RZo a0 m Z = rn g uJ ,-4 a cn 0 SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE T S CO OS 0 STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOWERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN (FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN (DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9, GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATERS EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS 1N DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN'SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0,79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/7MS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1, ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2, ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE, 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED, 4.13. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION H S SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. 3 ALL PLYWOOD USED FOR INTERIOR APPLICATION H F S SUCH AS SUB LOOKING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2, SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING 1N ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0,162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS, 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Cofncrete overpof and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services", 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY T0 REVIEW E ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS, ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. r®riI r 0' I �{ CD V _ o z Q cn w �V - O w m Mr � o m W Eel M 04 0o Q (( v N 5 LL W <o CC rn Cnfl-o °n 0 v rn Q o ® 8D. N C B D C � N CD ( C) ; Z 4nLu p aA�/ Ck LV V=LLo a Z 0 4 0 Q>C) ULL0 � O e, U 0 W. DsEN e < aae M�� 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Oz wo Za �F Lu<�i Uz00 ooWW �o z_ N Uj ED m Q I.- z CL �z 0 z Z r0 _.I N 1--'I Q o O > J < U (n M ~ � o�z o o �o U Ow K Q rV co zOP an¢ 1_1Wa¢ aaLu Q00 o Z Z N L2Ow v_° o �a� ow� LU J Ln r-I LJ.1 ¢ z �-v_n m Q z 8 ~�a L N Z M Vz z 0 � _ aLU n .--i CL to s SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. SN CORNER OF HOME GARAGE SIDE i c3' w J Q ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + j+ + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'4° + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + ++ ++ +++++ + + + + + + ++ ++ ++ +++ + + + + + + q+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + +++++++ + UJ 15/32" CDX PLYWOOD OR 7/16" OSB `—RIDGE LINE 140 MPH 00 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C, & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI@Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ p 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel [90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —I 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and require additional Non -stacking walls wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker 11 lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H _ 5'-0" STUB -OUT FOR GAS METER 0 0 CV H C G 000 a 0 o o o ' o d' v Lo • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 1 T-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q '/ Provide adequate bearing for each lapped joist. 10dnails SECTION "- INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM w 11 STD.90° CONT. #5 CONT. #5 BAR —� HOOK BAR L� #5 CONT. FROM LTOUHIGHESOT 11 BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" )Small gap 2" min. max. � 4 max. 0 4 Clinch nails when possible Tight fit i u (� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series De th I End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— rl 6' A 1y" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 1, JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1�" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8, HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9, THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 314" minimum bearing for each. SIMPS( w/ (22) NAILS 1 5/8" R THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM .° SEE PLAN FOR °• 4 . • .: FOUNDATION INFO a ' STEM FOUNDATION GRADE JA .a REINF. SEE PLAN A/U UnNac 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE �• - c a a G I I P r� SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION /—PLUMBING PVC OR SCH40 SLEEVE LINE Q LL G l •• c'a Q SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE ::_ d v .4 • c _ AV III_ ILA .Q SEE FND. PLN. SIZE & REINF. F 0, y C9 M 0 —o z10 Cq Q n Cz Ln (D � w � a °0 w m Ln � o Lh i� a" W — q) M cnM O N C)"co CU o <t t 1n iZ g !t rn Q d AI BID. N C.6.D�C N N N O N � M� m Z Z W O0 r' z U) �.- H = =a o � w LLSN . LU —' ¢ ' LL a O o �—I e_ x LLZ Vf ' Q WtIia 1't,� o ow '. ENQCQM ° N zz J �j�XL < O .[0 "T a �S.t AA l`6r /�fo�f!ttllt8 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E AR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com z W� za �i5 ¢ r w ly U40oo�0 z89z 0�LU Wok w zo I— } z O f 0 q �� fu J F ; o 0 Q J W ro M 0 o ZD $Zma Ra � � C� r~^ vJ z¢z�¢ W < aaX z z fV 0 0 LUd0� UJ ,Lr)-I UJ lii `_ z o ~�a g�l— o Lf) Nz Q z aW Z V)Zo Z �o co rn UJUJ¢LU 71 ,—q SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INS 5/8" OR 1/2" HIGH STRENGTHCEILING BOARD PER CODE (OR 5/8" ' GYP. TYPE "X'@ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR / PLAN _// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF /// 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE _ I• ° � °° � -I I - I al�ll D 6 MIL VAPOR BARRIER ; r 4 D D COMP. SOIL. I r (COMPACTED TO 95%- MODIFIED PROCTOR I III-TTT I ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. 4" 114" STD. 90 HOOK (SEE 1 U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" 13 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-, (2) #5 CONT. ON 3" CHAIRS (TYP.) fJT� I-11 tL °✓ ° (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- T-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH °' o I I w=11 I I r 1 8'. 1-.1-4, . -. , ,r, . r TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. iN 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ f 2x P.T. PLATE TYP ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ° o 00 FOR CLARITY D D 00 _ _ p DI ° III-III-III-III=1 -III-I 11-I I I-_ I I-_ III=� I I=1 I I- z NOTE:=III o D° g ° o D 1 I 1 I 1 1 1=1 I I I —III III—III=1 —I 1i `2 *FOR BEARING WALL I=1 I I —III —III —III —III_ T W/ UPLIFT ONLY -III—I =1 t I —_III_ —I 1=_I 1=i ' I I-1 I I-III=1 I I-III-III=1 I I-III-III-III-III=1 FRAME WALL TO C.M.U. WALL CONNECTION I I=1 I I=1 I I-' rD l SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1,4xW1.4 31/2" WWF OR FIBERMESH min.) 4 1-* GRADE —I IT lT Ilr I `(1) #5 REBAR w/ OPT. I 1 FEI 1 11 11 F I I- 11=1 I I- 7SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" ll S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14" - O.H.D. RECESS z 13" O.H.D. RECESS _ CV � .w N A4. T � V e .. • � '.'..' I .-III-d'' �� M •��II� I —� t _ .. `ay:... Q- �_-� � II III E ..' ,. -� .• I�'-I � hI -III-I I I•I � I I I l �'�. � ` •" � '.. =1 I f: . � :. I�T I I'I SEE A/S3 OR J/S6 I I I In'I i,, 1 I ,,. FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" 11 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6--- -l! II 1 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH D D D N° D T M — — — D D• .a 6 MIL VAPOR BARRIER 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 wf (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°016" PLATE WASHER (TYP.) ELEV. 0'- 0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 211- �31/2" MIN. ELEV. -0'-31/2" h 00 �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -� BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR / GYP. TYPE X, @ EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) FOR WALL HGT. > T-6". (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS S IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS -� �31/2"MIN. 1/2"(min.)- 4" (2) #5 CONT. -✓ 1 I-u I-1 11-111' 1 1 1-. U4N.0. 114" MIN. TYPICAL BEARING WALL b STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" cox, ecS' 2x STUDS @ 16" 0/C \ ,o N�o S INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /" \ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FiOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ I WWF OR FIBERMESH 00 31/2"(min.) - 4" T -III I M (2) #5 CONT. 41' U.N.O. MIN. TYPICAL BEARING WALL @ STEP 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR -� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE o0 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] _i -I I I R 1 7l8" M I i I-, T #5 REINFORCING BAR -� �I I II III I II II I IjCq #5 LAP SPLICE COMP. SOIL. (COMPACTED TO -' -1 I 95% MODIFIED PROCTOR ASTM ' 1= I I=1 I 1=1TI-MD I I- 111= D1557) 1II111 Ir 1 1 IIII IILII, 1=r 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 210 HOLD GYP. BD. 1/2" FROM SLAB 01-01, J CONT. BEAD SEALANT ter— ¢ INTERIOR °-3 1/2" j, CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB IH M 6 MIL VAPOR ! - =1 I= I= L BARRIER - t' - =1 1=I I —I -III=1 I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D w Cn LU uj -III,;,IIII,III� Il (2) #5 CONT.- ON 3" CHAIRS 8" V41 (TYP ) CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s 8'4(2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.0 W/ T'EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r d ° ° II-LI-T�I-III All 11 I[—I�-f—I I T 1 101. #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF'�� WALL W/ UPLIFT rG SCALE: N.T.S. 53 SCALE: 3/4"=1'-0" S3 VARIES6 SEE PLAN 1 1/2" RECESS FOR x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M �N ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR .. &LAYOUT DESIGN M a I I- I mM TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL c - - - -° a; : ° ° a ] ° 1 BEAM SIZE & r CONNECTION INFO Cl)_ I 2x4 #2 SYP P.T. FRAMING w/ =1 I , 111 I ��-1 (, ,T MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 A 1, 8" z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 i a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 Z'1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL TO FO NDAT ONL AD -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r> CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRAD a E r, FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c7Uj -I I=III ° °• = =1 I= =1' l WWF OR FIBERMESH M LU a w 1i l 11 I I z Q BRICK PAVERS or SLAB PER p o `n -III-1 ! '' • ° a = _ -_ _' - z_ ° - �_- COMMUNITY SPECS 0'-0" FIN. FLR.,•Jh UL I; - "' II m =I 11=1 I Ia I a I I =III=III-=- :I 11=1 I I- I I 1=1 11=1 I I -I i I -I i I FOOTING -III III -III -I 11=1 I I -I I I I 1=1 11=1 I I_ v III- I. I Il ll l 11 l l l l =III -III-' BEYOND PAD REINFORCEMENT i it i ll ,l 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONO. PAD INFO. �. v� SEE SCHEDULE K TAPERED COLUMN FRAMING CD PATIO COLUMN FTG. DETAIL N S3 SCALE: 3l4"= 1'-0" SCALE: N.T.S. S3 OJ U I\ zo z° z� a.. v) CD C (DM LL, p U — 0 , L, Iv _ T � .� ft5 U �� m N F- LLJ E O U wig_'1d CD N M _ O o No U �o LL00 00 0 N Sao ¢ � � 0 CIL 'r CI d B D. N C E.D C � CM � o M Z, LU z z �Mz� z° z W U) —�.�� a Ix�, _ ;i,; w W _ � � °" w W V¢E a Z — N �d Q LL +y Cr < • �.c� O� FES •111P To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com OZ uj xg Uzoo U Q zW�x L U o `Z J` w C) [j LL N A W FUo Zo Q U zz z 4 Z `0 �../ 02$ Z o > �. 4 J lA U (n M Q >- �poo IL, �r- 0 ZD �m� 0 VOga Lu A LL L 4 00 ¢aLUt �o 0 2 to o Z Z r4 Lu W Ln Uj Q Z v' 8 a 0 N I- Paz Ln N Z m � Z � _Lu J �, rn .-i a cn s SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO 3ol SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� DOUBLE 2x TOP PLATE 2x DEAD WOOD @ MID POINT w/ (3)12d FOR CLEAN -OUT MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM E TE SON FROM EXT RIOR VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ 7 5/8" 8" HEADER FLUSH TO OUTSIDE OPTION x N I E WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. SLI 12 SEE TYPICAL WALL SECTION (�Yp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2xCLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER *+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 wl (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN !FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN TO EXTERIOR ❑ OPENING ❑ DOOR OPENING WALL CLEAN -OUT A WALL ❑ ❑ ❑ ❑ a SCALE: N.T.S. S4 1ST COARSE 2ND COARSE 3RD CO REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 FOR CONCRETE PLACEMENT a a a 11 a a a d G 8 STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O, ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL fr T— W r 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR —TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY :..,; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. a a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BTO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL a a ° a DOORSTOP MOLDING 2 x 6 P.T. EV/GARAGE DOOR J-BOLT TRACK BRACKET DOOR TRACK-----' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OD { QR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI. SIMPSON SP4 SIMPSON SP2 2X STUDS @ 24" O.C. 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP-) SEE ELEV. 1 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS WI TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK, CRICKET AS REQUIRED SIMF�SON SP2 w/ (12)10d / NAIL AT EACH STUD 1/2 EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 71 (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL ABOVE MASONRY WALL DETAILBEARING WOOD FRAME WALLt/ SCALE: N.T.S. CJ' PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 46,, SPLICE STAGGERED . ' • ' SIMPSON SP4 2X TOP PLATE /— OVERLAPPING / • 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 8P2 KI P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 lu NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE \:2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. � 4, SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18} 10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670#SPF) o ° • DTT2Z wl (8)1/4" x 1 1/2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215#SPF) ° ° • HDU4 SDS2.5 wl (10)1/4" x 21/2" SDS (32$5#SPF) HDUS-SDS2.5 wl (14)1/4" x 2112"SDS (4065#SPF) HDU8-SDS2.5 wl (20)1/4" x 21/2"SDS (5665#SPF) _ • __-- • • HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6$65#SPF) • 5/$" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT • FOR DTT2Z USE 112" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & 9 NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP1 SIMPSON SP4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX 2X P.T. PLATE 12 ROOF TRUSS ABOVE 2X BLOCKING ° 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD OIC BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY / K \ SCALE: N.T.S. 0 IJ U U 2! C. z� IMNIIIIIIIII z J a 13 (n z ru p •O w m ZD o U 0ti W F— — g N M 0 M -0 co T m p O o I' II U CD " ro ¢ m (SQc n g� o a a A 1 B W. N. �. H.D C -.. N �D N 00 LE W M N °gyp Z � z M � U) W 'moo W 0CA Z O fA o°e WL Z g� Q W a N¢' a s U F � o rA ��n��s;.�31116Eoi=di4f� ��. o ❑ ❑ Q. O p <q Z;! far//,/)IIE¢;E4`." �•. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LE 14 NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Z H za u¢°d0 1zo zo,a � § J Z & f J 0 co A '<` j W LL N 8 11, Zo } U i O 2 `� 14 3 fla F 2:v z / J W U U) M U) J ooz ro OJ< Qmtj W U0, ug -Q Q�o a<f� z z LL C'Y&L W J Ll) r-I Uj z u � =) gF z o ~o a<a In M Z Z m � < _ <E 7: 0 .- 4 0. cn SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. S4 SIMPSON HGAM10KTA W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4 x2 3/4 TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w! (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1 NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18) () Od x 2'x4 OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SHEATHING DETAIL � �� 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w! (2) 16d NAILS SIMPSON H10A w/ (18) OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR OU I LOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ' SHEATHING DETAIL BLOCKING FOR 77 FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROW EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX, 8" FROM QUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER E T 2x8 SYP#2 "L" BRACE TO ; 48" Q.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND AT LEAST OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5Aw/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 1Od FROM LEDGER TO FROM LEDGER ' 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ BLOCKING —) ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d 6" O.C. "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER „ ",, „ 5/8 x 10 J BOLT @ 48 O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) j 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. JC5 SCALE: N.T.S. S5 TITEN ON OUTSIDE CK W 2 16 S SIMPSON H10A w/ (18) S 2) A SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES x OUTLOOKER AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER 2x4 OUTLOOKER @ 24" TOPCORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS d DOUBLE TOP PLATE OF TRUSSES @ SS BRACE APPROX. 8" 2"x4" CROSS BRACE Z EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W! (2)10d & (2) l Od RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d P-1 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 1K2x4'7 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M ON TOP OF PANEL SIMPSON 1Odx3" @ 4" O/C HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 wl (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 85 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP N N r T N BA NAIL / ( SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR ) d NAIL IOd x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR CHORD BLOCKING INFORMATION _ `° 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES ;0 ;0 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND •2x4 RAT RUN BRACING 1 1 z 1 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF j 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2)16d NAILS SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST ROWS OF TRUSSES FROM EA. ; E ES AND 12" O.C. FIELD O/C w/ (2) 16d TOENAILS EA END (D = 0.148", L = 3") OR EQUAL (D = 0,207", L = 41/2") OR EQUAL (D = 0.207 , L = 41/2") OR EQUAL NOTES' END TYP. TOP & BOTTOM ATTACHED JACK TRUSS SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'7" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ _ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATION I( B. w SPACING) D U.0 ,SAME NUMBER OF ROWS, SAME SPACI ) _ SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 1INIMUM 2x OVERLAP TRUSS BRACING 'ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP SEE PLAN FOR WOOD TRUSSES OCATIONS) 1 Odx3" O/C @ >x4"-"Jl TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT')i SCALE: N.T.S. S5 ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S� "L" BRACE W/ 1Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 I- e a JI . a . , . II. F 'II a _ JI m \ . 11 1, ` . II 11 . _4 ° ° 11.. ` ° - . II ° , _L CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 314" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL 2x4 BLOCKING 2x4 7' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAILr 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -1 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON —LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'.0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. v 0 CORNER JACK � z W z 0 U HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION (D f z c7 _ o z° z� C: 4--J t„ w CB o .O w 'm U 0ti m W N cN'M DI M M — = min T, N 'D O o N 00 U m LL00 o MQ o B D® N B •D. C j N O p MoM � v�i N Z LU �N�Z aza Q Z w V > 0- CH0203� ¢ �LU) rz e, '� �Y o•tOi F p.s t4'•pt i� //�� fi� hh To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz Lu Wa�ir rE80 z LU Z _ O w `Cy R J a Uj O N /.� LU m 2 Q 10 Cn z O } V MZ Oz -0 F 5 � N Uj O J U��ZW M z Boa o a LL z�a N LL Wz ¢¢w Q 00 oW�o z Z IT°S2:98 N z a p!i LU J L) ¢ di z �j Z- F � o g~o -¢Z Ln N Z ILJJ 9z o vi Cal Z W _ jM ¢uj SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. S5