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HomeMy WebLinkAboutFloor Plan (2)2 /4 ------------ ------ -------- -----_--- Zia 1 0 118 - —1 -- 4' 6 j j FLOOR PLAN 5CALE 1/4" = 1' O" 4' 4-1/2 3' 0/510 51NGLE LT IMPAGT o' r DBL. OVENS 0 U/C I; 1/2-34 5H 1f REF TEMPAMPACT LINTEL @ 60 A.F.F. GAS INSTA TANKLESS H/W 0 F- - - AC AC NO CURB ! PANTRY / L„ \ W.I.G. 54 - I- --- THR------- i GA3 a LW . D BATH 2 - II Ln a 1 LL 1 'n 1i LAUNI?RY ._-. Li 10' 0" GLG. A.F.F. I 1 0 1 NO CURB_ 3' 1011/2 3' 1-1/2111 2 - 26 5H EGRE55 IMPACT LINTEL @ 60 A.F.F. -14'0- - BEDROOM 2 10' 0" GLG. A.F.F. 0 // / BUILT-IN BENCH W/HANGINGABOVE AND SHOE_ S BELOW 2' 8/8' 0 2' 8/6 0 2' SLS' 0 , 2' 0/0' 0 1 i. of MUD ROOM '1 m °j 10'0"GLG AFF -- HOR_@ 8 0 -- - ------ - 5ILLIARD5 10 0" GLG. A.F. -- _ 2 - 26 5H EGRE55 IMPACT LINTEL @ 60 A.F.F. M11 all 2' 8/8' 0 — 3 - -- ----- 4' S s BUILT-IN SHELVES - / C BATH BEDROOM 3 i9 0 i. a n 10' 0" GLG. A.F.F. I, Li --- - 5' q --- -- -- 14' 0 26 5H EGRE55 IMPACT SH LINTEL @ 8' 0 A.F.F. 1T 10 -- -- - 8' 10 12" x 12" CBS BLK. COLUMNS TYP. \ 0 v 26 5H EGRE55 IMPACT LINTEL @ 8' 0 A.F.F. I 254 POOL EQUIP IRRIGATION PTMPMTIMER ----- 24' 0 2 26 5H IMPACT LINTEL @ 65 A.F.F. q' 4 GARAGE ----------- 1, III w' II z 10' 0" GLG. A.F.F. o NOTE. FINISHED FLOOR OF GARAGE 15 20" BELOW FINISHED FLOOR OF HOU15E I 1 WUW N J W I i u a 0 C, '1 22-1/2" x54"-- ACCESS 20 MIN. L - DaE ------------- 5' 0 - w V J Wo °Na 3' 0/8' 0 2'IS-1/2 l! i i 6' 0 610 -------------------- ---------- -- - ---- - 12' 4 -- -- -- ---- 14' 0 --- ----- i ----------------- INDICATES AHU LOCATIONS IN ATTIC 26' 4 WALL LEGEND INDICATES BEARING AALL5 10' 0" 15 TYPICAL BEARING HEIGHT WALL DIMENSIONS: 2 x 4 WALLS ARE DRAWN @ 3-1/2" 2 x 6 WALLS ARE DRAWN @ 5-1/2" BLOCK WALLS ARE DRAWN @ 8" 2 - 26 5H IMPACT LINTEL @ 68 A.F.F. a2g cn --q'4 tr I 0 V- E a, Q Cl) ® C OQ N v Q s V 4-1T c o C C m Q d L :3 LU p N N o N Q 0 m r _ S T U E N•, No. 47695 fn STATE OF ®UJ : '0- . O R 1 p C-) , tO NA; This item has been digitally signed and sealed by S. James Studebaker on the date adjacent to the seal: too Digitally signed by Q S. James ,Studebaker 64 4.4 Date: 2021.09,20 14:32:37-04'00' Ace Q J Z1/L Z ! O I Printed copies of this document are not considered the be 'S .,.t signed and sealed and signature must verified on any electronic copies. h' I S. James Studebaker PE47695 CA33421 (321)431-2359 1037 Sandy Lane Palm Bay, FL 32905 The above named Professional Engineer shall SQUARE FOOTAGE 1 MAIN HOUSE -1ST FLOOR NC 4070 NON A/C TOTAL T 4070 1 COVERED PORCWENTRY GARAGE 2500 947 2500 947 C( R:0:P:0:S:ED 4070 3447 7517OA_ _ l be responsible for the following sheets in accordance with rule 61 G15-23.004, F.A.C. Engineer certifies structural design only. Sheet A-1 Floor Plan SheetA-2 Typical Wall Sections SheetA-3 Foundation Plan Sheet A-4 Footer details SheetA-5 Elevations Sheet A-6 Elevations Sheet A-7 Roof Plan Sheet S-1 Structural Floor Plan Sheet S-2 Details And Notes Sheet S-3 Section Details Sheet S-4 Truss Connectors 0 UJ L.L UJ Z J " L U '-- ZW Z W Z H o W U) 0 w W ,max . . .z Z W <C Z U) I.L. Off[❑L] r J 000) Q e,' Ld iCe p E UJ LU o rnN W oM(e IW Z M e= Y W Z i_ JQ Cl IL ZQmM Z u- I-g Z E W Q r a a J LU ui ®V L" Q LL (LW IW U 3INEERING SEAL: :S STRUCTURE HAS BEEN DESIGNED MEET THE LOADING REQUIREMENTS THE 7th EDITION OF THE FLORIDA LDING CODE (2020), RESIDENTIAL ) ASCE 7-1.6 FOR STRUCTURAL :MENTS ONLY. S. ES STUDEBAKER, P.E. 1 7 SANDY LANE PALM BAY FL 32905 OFESSIONAL ENGINEER # 47695 DRAWN 3/27/2021 1/4" =1' JOB NO. 21-036 ON REVISIONS BY 24-GA. MIN. METAL ROOF OVER UNDER LAYMENT PER. FBGR R905.1.1.1 ON 1g/32" GDX PLYYND. SECURED PER FASTENER SCHEDULE YV/ OALV. PLY CLIPS EMBED. STRAP VERIFY TRU55 PLAN PRE -ENO. YND. TRU55 24" O.G. MAX. �. MTL. DRIP EDGE 1" x 2" DRIP ON TOP OF 3/4" X 5-1/2" HARDIE FASCIA OR EaUIV. 2 X 4 5PF SUB -BAND SECURED W/ (2) 12d NAILS HARDIE VENTED SOFFIT 5EE50FFIT DETAIL (2) COUR5E5 BEAM BLK, A YN/ (1) #5 BARS IN EACH COURSE \ YNINDOYN FLASHIN AND YNATER-RE515TIVE BARRIER \/ COMPLIANCE YN/ AAMA 714-12 OR 714-15 1/2" THICK, 3 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONR 1 1-411 TYP O.H. 6" MIN TO GRADE 12 6 SPRAY FOAM INSULATION LIVING AREA ONLY 5/5" GYPSUM BOARD ��-OR 1/2" HIGH STRENGTH \ GLG. BOARD �- -1X4 FIRE -STOP TYPIGAI- 8" GMU BEAM BLK. PRECAST LINTEL \ W/ (1) #15 REBAR 1 11 1- 3/4" R-MAX INSULATION OR BETTER SCALE: N.T.S. L-- NINDOYq ATTACHMENT A5 PER MANUFACTURES SPECIFICATIONS I, /PRE CAST GONG. SILL (1) #5 R.EBAR VERTIGALLY W \/ \ GONG. POURED CELL (5EE PLAN) 1X2 P.T. FURRING STRIPS @ 16" O.G. 8" GMU ^OOD BASE -- SEE FOUNDATION PLAN TYPICAL FRONT PORCH WALL SECTION SCALE: 1/2" =1' 24-OA. MIN. METAL ROOF OVER UNDER LAYMENT PER. FBGR Rg05.1.1.1 - ON 111/52" GDX PLYYVD. SEGURED PER FASTENER SCHEDULE W GALV. PLY CLIPS PRE -ENO. YND. TRUSS 24" O.G. MAX. EMBED. STRAP VERIFY YN/ TRU55 PLAN - MTL. DRIP ;EDGE 1 x 2 DRIP ON TOP OF 3/4" X 5-1/2" HARDIE FASCIA OR EaUIV. 2 X 4 SPF SUB -BAND SECURED IN/ (2) 12d NAILS HARDIE SOFFIT SEE SOFFIT ATTACHMENT DETAIL 1/2" STUCCO FINISH (2) EA. #5 VERTICAL BARS IN FILLED COLUMNS (2) EA. #5 STANDARD HOOK W 25" MIN. LAP 7" MIN. EMBED SCALE: N.TS. FOOTER SIZES 24-GA. MIN. METAL ROOF OVER UNDER LAYMENT PER. FBGR Rg05.1.1.1 ON 1g/32" GDX PLY^D. SEGURED PER FASTENER SCHEDULE YN/ OALV. PLY GLIPS PRE -ENO. ^D. TRUSS 24" O.G. MAX. EMBED. STRAP VERIFY W TRUSS PLAN MTL. DRIP EDGE j 1 x 2 DRIP ON TOP OF — 3/4" X 5-1/2" HARDIE FASCIA OR EQUIV. 2 X 4 SPF SUB -BAND SECURED YN/ (2) 12d NAILS HARDIE SOFFIT SEE SOFFIT ATTACHMENT DETAIL 12" x 12" BLOCK COLUMN - '1/2" STUCCO FINISH (2) EA. #5 VERTICAL BARS IN FILLED COLUMNS (2) EA. #5 STANDARD HOOK NI 25" MIN. LAP 7" MIN. EMBED REVIEWED 4` CODE COMPLIANCE r OCC E ai ® _ 4 s m a 0c����� 'to U) s- fQ Q o N LLJ ®w LL cje J WLL \ w 0 w_ z w z ® O ® � qw o w U) w N z LC.. C,5 . z wQ z� U) U) 80M r J m U Q W � M 0. to W® E F- o uj CV QM w L{J O M W Z 0 M50 r M W z Z >- LL � 00 Q �= QaM QQ U)mtii H Zv- �mZ to w � d CL U) Lu � ®LL w Q a� w i/5 0 ENGINEERING SEAL: THIS STRUCTURE HAS BEEN DESIGNED O MEET THE LOADING REQUIREMENTS OF THE 7th EDITION OF THE FLORIDA BUILDING CODE (2020), RESIDENTIAL AND ASCE 7-16 FOR STRUCTURAL ELEMENTS ONLY. 3A STUDEBAKER, P.E. 1037 SANDY LANE PALM BAY FL 32905 PROFESSIONAL ENGINEER # 47695 DRAWN 3/27/2021 CHECKED DATE SCALE JOB NO. 21-036 w"[dul NoWgymm" "ZIM& III li ''ll I WIN SCALE: 1/2" = 1' 18' 4 --- -- -- --- -- - 12' 11-1/4 - — - 12' 11-1/4 - - - - 12' 11-1/4 - -- -- 12' 11-1/4 ---- -1- - ---I I -- - - -- G - - -- - d I I d G I I _ _ __ �° d I I�l 11 W d I G II� I ® I d G I © I I Q I I ® ° d 1 I ° G -- - -- - -- --_•�-------- ---i - r------ 1° i- ---- ° 1 ---------- 1 p ---------------1 I_ I d I I I v °ILLj I in d I F- 1 - 10' 0 ----------- -- -- ------ - - -- - 368 ------- --- - --- ---- ---- - - - ---- - ---- --- ------ -- - 154 - -- - --- - - -- - 14' 4 Id - GI I I I Q ° G I O d o ` d I 5-1/2"�� G -- — — a — � r— G —� — d ° ai r a 1 r dL ° °n ° d' a d vG ° G G I O cV �° 4 4' d aG 1C � v d G — -- — — — —�— — — — — — — — — — — — — — J— — — — — —`�— — — — — — — — — —�— — — — — — — — — — — o— — — — — —•^— — — — — — — � O I -I q G i L_ J I � I - - - - - a, a I a Ll II - - - - - - - - - - - - - - �v y I zi I I d 4 I I 6 I i G u d a °[ I a d G I a I I a I I � I a L t J io I I d I 54 - -- 21' 0 — -- - f aI I I f ZI i I o POUR 4" THICK CONCRETE FLOOR SLAB m 0 0 co m v m cD SLOPE DN. r _CAP, 2500 P.S.I. MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOIL COMPACTED TO 95% MODIFIED PROCTOR x INDICATES STEM WALL FOOTER I INDICATES MONOLITHIC FOOTER SEE SHEETA-4 FOR FOOTER DETAILS 14' 11-1/2 emu. �, �:; -,Z zI I 2' 8-1/2 I I 6' 0 --- I Id I I f 5-1/2" --— --___ -- a-- a--aa— i d SLOPE DN. I° I ° O a o I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - ° a G G ° 5-1/2" -- 10' 4 --- ---- - - -- --- -- - 40 ' a ,- - --- - ---- --- -- - 6' p - - i O Lu 140 X 12' 4 -. - - - - 14' p -- I•.,\ r.i % r,� �;— -- 7,k/�.,�>� i ; xt/ 28' 4 - -- 1q' a ---- - - --- - - 104' 8 FOUNPATION FLAN SOLE 1/4" = 1' O" d) o- ry sm REVIEWED FOR CODE COMPLIANCE 1 U) E Z o= o ® O s� im V7 O z _c �U) W CI N f(1 Q � � 1 0e. LLJ ®w LL 0� w J � w U }- Z Z _w w Z ®o < o ® U Q w c/) w W W q/ 'Lirw 06 z U) w Z Lu 00co0 W � M to ® E uj WoM� W Z Ix _ �Mc= cv Q } U. Q cram Lu '� Z u- M2Z W CO)CL m J W LL W ® � `r 0. ,gi V GINEERING SEAL: IS STRUCTURE HAS BEEN DESIGNED O MEET THE LOADING REQUIREMENTS OF THE 7th EDITION OF THE FLORIDA BUILDING CODE (2020), RESIDENTIAL ND ASCE 7-16 FOR STRUCTURAL ELEMENTS ONLY, 24 S. ) STUDEBAKER, P.E. 103 SANDY LANE PALM BAY FL 32905 PROFESSIONAL ENGINEER # 47695 DRAWN 3/27/2021 SCALE 1/4" =1' JOB NO. 21-036 A-3 1 REVISIONS BY 1/2" G.W.B. OVER 3/4" TUFF-R OVER ai ,_ 3/4" P.T. FURRING @ 16" O.C. it = (1) #5 DOWEL @EACH FILLED I, CELL w/25" LAP TO VERTICAL #5 1X4 PT REBAR TO BOND BEAM 3-1/4" BASE I� NOTE: FINISH FLOOR IJ i = 1-1/2" HEIGHT OF STEM WALL VARIES - SEE FOUNDATION PLAN 8" BLOCK STEM WALL (POUR SOLID PRIOR TO BACK -FILL) 4" FIBERMESH CONC. SLAB - FORMED HEADER OVER 6 mil. VISQUEEN VAPOR BARRIER WI(1) #5 HORIZ. STL. -_- TAPED OVER COMPACTED FILL 7 - TREATED FOR TERMITES APPROX. GRADE (SLOPE 6" IN 10') CLEAN COMPACTED FILL - TERMITE TREATED MONO FOOTER A 25" MIN. \_ #5 VERT. STL. @ 4' O.C. I W/ 8" HOOK INTO SLAB y e; 12" I�-- 24" STEM WALL FOUNDATION w/ (3) #5 DIA. RODS CONTINUOUS ON CHAIRS A TYPICAL PERIMETER FOOTING SCALE: 1/2" = 1'-O" VARIES IIK. 1' 6" CLEAN COMPACTED FILL FINISH PER ELEVATION - 8" C.M.U. FINISH FLOOR H GRADE b" MIN. \ #5 BAR CONT \ (1) #5 DOWEL @ EACH FILLED CELL w/25" LAP TO VERTICAL #5 REBAR TO BOND BEAM MONOLITHIC FOUNDATION W/ (2) #5 DIAMETER RODS CONTINUOUS ON CHAIRS E EXTERIOR MASONRY WALL (cb- GARAGE SCALE: 1/2" = 1'-0" i a .I 1' 6" FINISH PER ELEVATION - 8" C.M.U. FINISH FLOOR �_. b" MIN. (1) #5 DOWEL @ EACH FILLED `�--' CELL w/ 25" LAP TO VERTICAL #5 REBAR TO BOND BEAM CLEAN COMPACTED FILL 1' 8" MONOLITHIC FOUNDATION w/ (2) #5 DIAMETER RODS CONTINUOUS ON CHAIRS EXTERIOR MASONRY WALL SCALE: 1/2" = 1'-0° ONE STORY REINFORCED FILL CELLS AT TRANSITION. DOWEL AT -J TRANSITION 25" MIN. MONO/STEM WALL TRANSITION SCALE: 1/2" = V-0" REBAR PER PLAN F-BLOCK TOP COURSE STEM WALL STEM WALL FOOTER 112" G.W.B. OVER 2X6 STUDS @16" O.C. SEE SPECS FOR NAILING PATTERN SIMPSON "SP6" STUD STRAPS @ 16" O.C. 2x6 P.T. SOLE PLATE 1/2"o A.B. @ 24" O.C. MIN. 7" EMBEDMENT FINISH FLOOR ---- =-=-----------a-__"r A 4" CONC. SLAB W/6X6 #10 W.W.M. OVER 6 mil. VISQUEEN VAPOR BARRIER 8" HEADER BLOCK _ 20" + or - TAPED OVER COMPACTED FILL W/(1) #5 HORIZ. STL. TREATED FOR TERMITES CLEAN COMPACTED FILL t _ NOTE: HEIGHT OF STEM WALL VARIES SEE FOUNDATION PLAN 8" BLOCK STEM WALL (POUR SOLID PRIOR TO BACK -FILL) 4" CONCRETE SLAB W/6X6 #10 W W M. TERMITE TREATED o. 8" THK. EDGE W/(1) #5 APPROVED EXPANSION JOINT 1l<�`-- 2. . .. #5 VERT. STL. @ 4' O.C. W/ 8" HOOK INTO SLAB 24" --�I STEM WALL FOOTER w/ (3) #5 DIA. RODS CONTINUOUS ON CHAIRS B TYPICAL PERIMETER FOOTING 65- GARAGE SCALE: 1/2" = 1'-O" 2X8 PT GARAGE - DOOR BUCK 3/4" RECESS IN SLAB 4" CONCRETE SLAB - \\FINISH FLOOR - 8" C.M.U. BEYOND 4" LARGER THAN BLOCK WALL /- EXPANSION JOINT SLOPE TO RAN L • CLEAN COMPACTED FILL-,--- - ILL 1' 8 MONOLITHIC FOUNDATION BEYOND W/(2) #5 DIAMETER RODS CONTINUOUS ON CHAIRS F GARAGE DOOR RECESSED SILL SCALE: 1/2 = 1'-0" CLEAN COMPACTED FILL 2' 0" �-- — 2' 6„ EA. #5 VERTICAL BARS FILLED COLUMNS 'x 12" BLOCK COLUMN EA. #5 STANDARD HOOK 25" MIN. LAP 7" MIN. EMBED APPROX. GRADE (SLOPE 6" IN 10') 30" x 30" x 12" PAD FOOTER W/ (5) #5 BARS EA. WAY REAR PORCH PAD FOOTER SCALE: 1/2" = V-0" x 12" CMU EDGE OF STEM WALL FOOTER 8" CMU EDGE OF STEM WALL FOOTER \--16" x 8" CMU 12" x 12" CMU (1) #5 DOWEL @ EACH FILLED CELL w/25" LAP TO VERTICAL #5 REBAR TO BOND BEAM 6" MAXIMUM I 4" CONCRETE SLAB W/6X6 #10 W.W.M. I 4" SLOPE 1 8 8" THK. EDGE W/(1) #5 APPROVED EXPANSION JOINT MONOLITHIC FOUNDATION CLEAN COMPACTED FILL w/ (2) #5 DIAMETER RODS 1' 8" TERMITE TREATED CONTINUOUS ON CHAIRS C EXTERIOR MASONRY WALL PORCH SCALE: 1/2" = V-0" CONCRETE SLAB 8" BLOCK EXTERIOR FLOOR DRAIN WALL SLOPE TO — 4 8" X 8" THICKENED EDGE 1,-8„ w/(1) #5� I VAPOR BARRIER 1' 8" G SHOWER RECESS SCALE: N.T.S. (2) EA. #5 VERTICAL BARS IN FILLED COLUMNS --12" x 12" BLOCK COLUMN i l is (2) EA. #5 STANDARD HOOK W/ 25" MIN. LAP 7" MIN. EMBED APPROX. GRADE (SLOPE 6" IN 10-) CLEAN COMPACTED FILL 2' 0" 36" x 36" x 12" PAD 3' 0" -FOOTER W/ (5) #5 BARS EA. WAY K REAR PORCH PAD FOOTER CORNERS SCALE: 1/2" = 1'-0" (2) #5 CONTINUOUS 3" MIN COVER ON CHAIRS 1/2" G.W.B. OVER 2X4 STUDS @16" O.C. SEE SPECS FOR NAILING PATTERN SIMPSON "SP4" STUD STRAPS @ 16" O.C. / 4-1/2" BASE 2X4 P.T. SOLE PLATE 5/8"o x 8" A.B. @ 32" O.C. 4 V 8" (2) #5 RODS CONTINUOUS ON CHAIRS ® THICKENED SLAB (@ INTERIOR BEARING WALL SCALE: 1/2" = 1'-0" 1/2" G.W.B. OVER 2X4 STUDS @ 16" O.C. CONCRETE SLAB FLOOR DRAIN 41/2" BASE 2X4 P.T. SOLE PLATE _ - S 4' DRAIN -- LOPE TO - 8" X 8" THICKENED - EDGE W/(1) #5 8" X 8" THICKENED EDGE W/(1) #5 VAPOR BARRIER H SHOWER RECESS SCALE: N.T.S. • 12" oY 12"� (1) #5 RE -BAR CONTINUOUS NON -BEARING FOOTER (cb PATIO/PORCH Lj SCALE: 1/2" = 1'-O" Z o o Cf O -�� ®m �� 13 �-4q)Qd) - mu Z m4-1 QS_Q�a .� —o a ® ® N m o cn Ow LL O w J LL w W zz wz O Q < LL w V ,/ W L.✓V 06 . . .z (n w W Y cc 00moQ JFaU)Q W a 4 M to k0 E W L02. C1 N Lu 0 O Z �''cr co LL G W J �>'N Q M Q Q N m .. (1) OO o�5..4 co Q~ �aa� diuj a IL C41 W v .31NttK1NU St L: IS STRUCTURE HAS BEEN DESIGNED MEET THE LOADING REQUIREMENTS THE 7th EDITION OF THE FLORIDA [LDING CODE (2020), RESIDENTIAL ASCE 7-16 FOR STRUCTURAL :MENTS ONLY. S. JAMES STUDEBAKER, P.E. 100SANDY LANE PALM BAY FL 32905 PROFESSIONAL ENGINEER # 47695 DRAWN 3/27/2021 1/411=1' JOB NO. 21-036 M STEM WALL 0 PORCH COLUMNS SCALE: 112" =1'-O" A-4 REVISIONS BY PEAK ROOF HGT. FRONT ELEVATION SCALE 3116" = 1' 0" LEFT ELEVATION SGALE 3/16" = 1' 0" ELEVATION KEY NOTEEP: THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS. 1. METAL ROOF w U) E z 0 C 0' 4-1 T A 0 r2l ton U) c c: c- Z 4) 0 s- fj 0 C4 CQr LLI M 09 C4 M O� W ®w u- ()f W -i LL Z Ld C) L) >- w w Z Z W Z O w U) w w oz$U) z w zU) U) w LL c) ct 0 M U) 04 ui IFT Le) m Im to V 4 z 0 E 0 uj C) 04 W C5 W) uj m z CM14 C�l 50 m'm j .0 Z= LL 7 CD ui 04 -v-"O C,) co Lu Z U- 0 I-- Z E 0 0.- US CL Lu Lu Lu ENGINEERING SEAL: THIS STRUCTURE HAS BEEN DESIGNED TO MEET THE LOADING REQUIREMENTS OF THE 7th EDITION OF THE FLORIDA BUILDING CODE (2020), RESIDENTIAL AND ASCE 7-16 FOR STRUCTURAL ELEMENTS ONLY. 8. ]P$ES STUDEBAKER, P.E. 1037 SANDY LANE PALM BAY FL 32905 PROFESSIONAL ENGINEER # 47695 DRAWN 3/27/2021 CHECKED DATE 3/1611 = 11 JOB NO. 21-036 01 i /rIr r / r r, rr / ELEV. IW - 0" REVIEWED .: COMPLIANCECODE 0 cm _ O � 4a U) c s:4-3 f(1 O d L � N Lu cm 0w H 0� w Z J LL w U \ T w w z a w z ~ O ® Q r w U) w w A� z z wQ z �- W Y F 0mg m r w � M � tea/ I.L. lqt ® C 52 Q Lu Q~ W N is cq W �c�`L� T m F3® gMr w ® Wes®-,-"0 J= QQM� �F- V♦ z LL- ® W M g z ®Q= J 0-1 L�cl) Lu V W Q aw W C6 V NGINEERING SEAL: HIS STRUCTURE HAS BEEN DESIGNED O MEET THE LOADING REQUIREMENTS OF THE 7th EDITION OF THE FLORIDA BUILDING CODE (2020), RESIDENTIAL AND ASCE 7-16 FOR STRUCTURAL ELEMENTS ONLY. S. J STUDEBAKER, P.E. 103 SANDY LANE PALM BAY FL 32905 PROFESSIONAL ENGINEER # 47695 U) E z s 8� C o NJ Oct����� co) c c: o U):3 d ^L U) W _ CD I O W LL O J W� Z W w ZW Z d W % ~ Q rn� ry 6 W U)w W Z 06 (n W Q Z� U) w Q JO Z) 0 r JmU)< W M G � . coco`Y le W 0 0 1�- O 0 4 O> N Q ww 1 W O M� zC7 ZM- m W Z 3 0 u- 4) i' N 1— z u- � � z N W �aa W . w at LL v IL LL Q a~ � W C to S STRUCTURE HAS BEEN DESIGNED MEET THE LOADING REQUIREMENTS THE 7th EDITION OF THE FLORIDA LDING CODE (2020), RESIDENTIAL ) ASCE 7-16 FOR STRUCTURAL MENTS ONLY. nZG -Se,0 -2 S.'JAM TUDEBAKER, P.E. 1037 9ANDY LANE PALM BAY FL 32905 PROFESSIONAL ENGINEER # 47695 DRAWN 3/27/2021 CHECKED DATE SCALE 1/4" =1' JOB NO. 21-036 / TO POOL LT / / TO LANDSCAPE LTS / REVISIONS BY ---- ---- -------------- -..._ --- -- ----- ---- - -- -- --- - ------ --- --- -- - --- - ----- - ----------------------- — -- ---- 1-------------- --- --- �] - - --- - -- -----------------------------------------------------=------- - - ----- - -- ---- -- --------------- ------LINTELS @ 8'8 A.FAF-------------- _ --- ---- - --- - -- --- ----- -- - - - ----------� COVERED PORCH 1 `— —————————— — — — — —— —————— / (——{- POOL / 1 v / ( —-——————— EQUIP. Gi �— HB GFVWP�I 1 MASTER BEDROOM, I I 1 DINING ( \oo I � J r!J OFI/WP U/c GREAT ROOM REFS GAS INSTA R I GFCI TANKLESS H/W FIELD LOCATE V / 1 \ \ ( BY OWNER G UvoP-- GFCI 1 I I KITCHEN -_ - -_ / , — ' SAC � ��AC) i - 2ze V. -DISC. ---- . GFIMiP � DBL. i Disc. / - GFCI .- ���GF41 — � , \ OVENS ILl GFCI 1 l '�� GFCI PANTRY \ /� � V v BEDROOM 2 FIELD LOCATE I l l A 1 / �� W.I.G. � u f IBY OWNER r \ r = 1 I / ` Q /C4 I i / A �Y GFCI ' w ----- [w7- Fes- ---- - - ---, GFC i pBATH 2 11 Didil ; A GFCI / i V GFCI - \ X i \ \ GFCI / \ / /✓>/ I GFCI GFCI i \7 —. = 1v GFCI Nil LAUNDRY -� Ci�v/AHu — — - - --- \ SD -- -� / DI A i \ PB FOR / \ .. ® -- GFCI i i 1 742" REF - _-- BUILT-IN BENCH GARAGE \ Re PaNE / W/D NGINGSHOES ABOVE DOOR / /- S/CMD AND SHOES BELOW r , GFCI � \ SD ——— =- 1 MUD ROOM i 22 ►�U,2' I v/ 8 i y v DI J/ - _- - - - - - - _ - 1 R - S/CMD vK� 1 / O BUILT-IN SHELVES ' W.I.G. OFFICE sD v z E .1 I , 1 a [14 .I I \ /--- BILLIARDS 1 \ FOYER v GF�rwP � — — - � � v _ _ — _ BEDROOM 3 I �� ���_ v MA5TER 1 — ' ' BATH — —, —`-- -- � � R 1 `v 'I — , / _ , I BATH C GFCI r GFIM P I I I El I, - - - - FT I R R I \ \ \ II 1 GFCI __ GFCI 1 GFIIWP GFWJP -- 1 , i --` 8H - - - - - - - - - - - - - - - - - - - - --- � R COVERED ENTRY 0 IRRIGATION PUMP & TI M ER P--1HJ (TifA GFCI ---------- - _-- ELECTRICAL LEGEND . I -- --- --- ----. ---- --- --- - --- ------- �� -- ----- ---- -- ---- ---- ---- --- ----- ---- -- ----- -- --- __-- __---U 110OUTLET TAMPER -RESISTANT SMOKE DETECTOR 1 SD \ TO LANDSCAPE LTS CEILING LT. FIXTURE CARBON MONOXIDE ---- --------------- — --_ S/CMD SMOKE DETECTOR COMBO --- -- - --- ---------------------.�R 4 LED RECESED LT. FIXTURE FTvj CABLE OUTLET ELECTRICAL PLAN 5GALE 1/4" = 1' O" L� EXHAUST FAN y WALL SCONCE $3 3 WAY SWITCH SINGLE POLE SWITCH (j 110 SWITCHED OUTLET TAMPER -RESISTANT 0 FLOOR RECEPTACLE TAMPER -RESISTANT 2 BULB INDIVIDUAL FLUORESCENT FIXTURE 0 220 V. DISCONNECT O CEILING FAN (3 WIRE) DISC. 9 220 OUTLET CEILING FAN (�) CEILING FAN (3 WIRE) PN KEYLESS LT. W/PULL CHAIN 0 PENDANT LIGHT IT CAT 5 PHONE OUTLET DOOR CHIME UNDER COUNTER LIGHT It SECURITY LIGHT REVIEWED CODE CLINCE T. LUCIE COUNTY BOCC FPL METER LOCATE PER SITE DRAWN 1 3/27/2021 CHECKED DATE SCALE 1/411=1' JOB NO. 21-036 E0 C 0 P P E R ALUMINUM REVISIONS BY RESIDENTIAL (LOAD CALCULATIONS FOR PANEL - A PER NEC-220.82 (A).(B).(C) APPROXIMATE SQUARE FOOTAGE = 4,070 DESCRIPTION TOTAL LOAD GENERAL POWER & LIGHTING @ 4,070 SQ. FT. x 3 VA 12.2 KVA (4) SMALL APPLIANCE CIRCUITS @ 1,500 VA EACH x 4 6.0 KVA (5) BATH EXHUAST 0.5 KVA (2) REFRIGERATOR 1.6 KVA (1) DISHWASHER 1.5 KVA (1) DISPOSAL 1.6 KVA (1) MICROWAVE 1.6 KVA (1) GAS RANGE 0.2 KVA (1) RANGE HOOD 0.5 KVA (1) DBL OVEN 6.8 KVA (1) WASHFR 1.1 KVA (1) DRYER 5.0 KVA (1) GAS WATER HEATER 0.2 KVA (0) RESERVED 0.0 KVA (0) RESERVED 0.0 KVA (2) GARAGE DOOR OPENER 1.2 KVA (1) IRRIGATION 2.4 KVA (0) RESERVED 0.0 KVA x LAUNDRY SMALL APPLIANCE INCLUDED TOTAL 42.4 KVA FIRST 10 KVA @ 100% 10.0 KVA REMAINDER @ 40% 32.4 KVA @ 40% 13.0 KVA OTHER MOTOR(2.4) @100% 2.4 KVA LARGEST MOTOR AHU (2.4KVA) @ 125% 3.0 KVA HEAT STRIPS ( 20 KVA) @ 100% 20.0 KVA POOL EQUIP. 6.0 KVA TO 1 AL PANEL 54.4 KVA PANEL SIZE ( 54.4 KVA / 240V) = LL I AMPS 250 AMP MAIN PANEL AND SERVICE INTERIOR EXTERIOR GARAGE (3) 250 MCM CU THWN IN 2" C. PNL-A DISCO. 120/240V 120/240V 120/240V 10 3W 10 3W 250A 250A M MLO GRADE TO UTILITY XFMR (3) 250 MCM CU THWN (3) 250 MCM CU THWN (1) #2 IN 2" C. (1) #2 CU GND CU OR PER UTILITY IN 2-1/2" C. (1) #2 BOND TO CU (1U 2 C.W.P. BOND TO - FOOTER STEEL 5/8" 0x10FT RISER DIAGRAM GND ROD 0 Scale N.TS. NOTES: 1. INTER -SYSTEM BONDING TERMINATION FOR CONNECTING OTHER SYSTEMS TO BE PROVIDED EXTERNALLY ON METER OR SERVICE PANEL (REF. SEC. E3609.3, FBC 6th EDITION (2017). 2. ALL OUTLETS TO BE ARC -FAULT PROTECTED. NOTE: ALL ELECTRICAL MATERIALS & INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL CODES & LOCAL POWER COMPANY. ELECTRICAL NOTES: 1. ALL 120-VOLT, SINGLE-PHASE, 15-AND 20-AMPERE: BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRYAREAS OR SIMILAR ROOMS ORAREAS SHALL BE PROTECTED BYAN ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12). 2. ALL RECEPTACLES MUST BE TAMPER -RESISTANT (NEC 406,12). 3. ALL KITCHEN, BATHROOM, GARAGE, EXTERIOR, LAUNDRY, UTILITY & WET BAR OUTLETS INSTALLED WITHIN 6-0" OF THE OUTSIDE EDGE OF A SINK SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER (GFCI) PROTECTION (NEC 210.8). 4. ALL KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING/GREAT ROOMS, DENS, SUNROOMS, OR SIMILAR ROOMS SHALL HAVE RECEPTACLE OUTLETS INSTALLED IN ACCORDANCE WITH NEC 210.52(A)(1)-(A)(4). 5. ALL SMOKE DETECTORS TO BE INSTALLED IN ACCORDANCE WITH FBC 7th EDITION (2020), SECTION R314 & NFPA 70. 6. SMOKE DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, WITH SMOKE DETECTOR/CARBON MONOXIDE COMBO OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM & ON EACH ADDITIONAL STORY OF THE DWELLING. SMOKE DETECTORS SHALL BE INTERCONNECTED & SHALL HAVE A BATTERY BACK-UP. ALL SMOKE DETECTORS ARE TO BE ARC -FAULT PROTECTED. 7. IF A HOUSEHOLD FIRE ALARM SYSTEM IS INSTALLE- D, IT SHALL PROVIDE THE SAME LEVEL OF SMOKE DETECTION &ALARM AS REQUIRED BY FBC 7th EDITION (2020), SECTION R314 & R315 & NEC 760. 8. AN APPROVED OPERATIONAL CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN 10' OF ALL SLEEPING AREAS. 9. WATER HEATER T&P RELIEF VALVE FULL SIZE TO EXTERIOR. WATER REATERAT FINISHED FLOOR LEVEL TO BE IN PAN WITH DRAIN TO EXTERIOR W/THERMAL EXPANSION DEVICE. 10. COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3" FROM RECESSED LIGHTING FIXTURES, FAN MOTORS & OTHER HEAT PRODUCING DEVICES. 11. GARAGE DOOR BUTTONS ARE TO BE LOCATED NOT LESS THAN 5'-2" A.F.F. OF HOME. 12. SHOWER RECESS CANS ARE TO BE WEATHER PROOF. 13. ALL OUTLETS ARE TO BE MOUNTED AT 15" A.F.F. UNLESS OTHERWISE NOTED. 14. VERIFYALL ELECTRICAL LOCATIONS W/BUILDER. 15. LOCATE CIRCUIT BREAKER PER INDUSTRY STANDARDS. 16. LOCATE ELECTRICAL METER PER INDUSTRY STANDARDS. 17. ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET STANDARD NATIONAL. ELECTRICAL CODE (2017 NEC), NFPA70 &ALL CITY, COUNTY & STATE CODES, INCLUDING THE CURRENT FLORIDA BUILDING CODE. 18. APPLIANCE OUTLETS, INCLUDING OUTLETS IN A LAUNDRY ROOM, SHALL BE INSTALLED WITHIN 6' OF THEIR INTENDED LOCATION. 19. ALL 125-VOLT, 15- & 20- AMPERE CIRCUITS, SUCH AS RECEPTACLES WITH USB CHARGERS, SHALL PROVIDE INTEGRAL CLASS 2 CIRCUITRY. INTERIOR EXTERIOR GARAGE (3) 3SO MC AL THWN (1) 1/0 AL GND &1200/240V C. PNL-A DISCO, 120/240V 120/240V 10 3W 10� 3W 250A 250A MLO GRADE TO UTILITY XFMR (3) 350 MCM AL THWN (3) 350 MCM AL THWN (1) #2 IN 2-1/2" C. (1) 1/0 AL GND CU OR PER UTILITY IN 31, C. (1) #2 BOND TO CU (1U 2 C.W.P. BOND TO - FOOTER STEEL 5/B"000FT RISER DIAGRAM GND ROD a Scale- N.T.S. F_ Z o co C O T 0c LQ®®Q� m 0 '� M �' !y L M S_ W M Q 21 C?'lit N m p� M LL w LjL ® ()J W ILL w U uj w Z EL W ~ ® � O �<® Q ILL vJ o w U w w Syr z Z W Z U) W J m (n < - DRAWN 3/27/2021 CHECKED DATE SCALE 1/4" =1' JOB NO. 21-036 3" SANITARY TO SEPTIC LOCATED PER 9k 1 Z 2 a� c O 4.3 is NJ ®c�°�`�� .a s s — m 0 �c c ,.�mo � t7Q Q�Q�° W M� Ow U. ()� W Z J " w C.,) >.. w Z W z z a O Q Q _ co o W �y ��_^ v, w w z cn LL pz$ z W z �- U) UY(� HOmO ' Z�L 5ANITARY 150METRIG 17F 5GALE: N.T.5. 13' 3-1/4 12' 11-1/4 12' 11-1J4 — 12' 11-1/4 12' 11-tJ4 13' 3-114 ------------------------------ --------- ---------------=--- ^__----- ------ ----- --- __----------------------- -- -- ---- -------------------------------- ------------------------------------------ ------------- ---------------------------- ---- - - - - , ! SETTING ON TO OF 8Y x 8"FLITCHES � I 8" x 8" CBS BLK. I COLUMNS SETTING BLK. COLUMNS. BEAMS TO BE FRAMED DN. I I 2" IN FROM EDGE TO 16" DEEP & WIDEN TO 8'° t OF CONC. TYR WI STUCCO FINISH TYR ALL ENTRYIPORCHES I ' I ry I COVERED PORCH ! ,,. II I 1 to 10' 0" GLG• A.F.P. � I i j m iiI II m i 1 I i 2 - 36 5H IMPACT LINTEL @ 8' O A.F.F, 1010 9' 6 22' 9-1/4 6' 4 3/4 _ HB 14' 0 rII j 2 - 3' 0/8' 0 51NGLE LT. 2 3' 0/8' 0 51N6LE LT: _ ' I Y4124" 5IDE LT5 IMPACT W/ 24" 510E LT5 IMPACT � c' ,I. � o �-- uti 0 0 i bo tQ- , v DINING 10' 0" GLG. A.F.F. 4' 4-1 2 5' 7 U/C 1/2-34 5 REF TEMPAMPACT 53NGLE LT. LINTEL @ V 0 A fF. (�is) POOL EQUIP IRRIGATION 9' 4 PUMP & TIMER PT T 2 - 26 5H IMPACT LINTEL @ 66 A.F.F. 24' 0 "�tI m -------------------------- -- 1 , I GARAGE 10' 0" GL6. A.F.F. 1q"8 p; - NOTE; ; Q IMPACT GAs wsra FINISHED FLOOR OF I l �0 , TANKLESSHIW GARAGE 15 20" BELOW j cv o FINISHED FLOOR OF HOUSE I 2 - 26 5H E6RE55 IMPACT -------------- l LINTEL 0 60 A.F.F. i MA5TER BEDROOM 10' 0 A.F.F. >� DBL.j'Zj III o 10 O GLG. A.F.F. OVENS ' I O 14' 0 I v I OR NO CURB 1 - GREAT ROOM 1PANTRY I 90' 0" GLG. A.F.F. I �, o u, I 4 ui "a9 cp 1I � •� ( I m � w.I.C. o i I €a 514e4�5 �Qv a A o - ✓�' L — • _ _ EDROOM 2 Ca __ I I o3 r------- --YENT•EA_------� �� �� 10' 0" GLG. A.F.F. THRU ROOF GASi� Bt�Tf 1- i \ (� LL I 1 J i O m i i LAUNDRY I 1 i - , o \ 22-1/n-64-- -.. 10' 0" GLG. A.F.F. ; ` ` \ r — — — „— —— ---I I I 1q'1-1/23'b 2 4'6- \ I i I MR 9 I o ��` r2" \ �'� \ ICCE85 20 MIN. 1 _[ABLE•• 6' 10-1/2 • T 3 0 '$" --- ;3' 10 1/2 3' 1 -V2; \ ao �� v i �� 0 42" REF ' o o � cn B L -I 1CFI• ' \ \ \ N W/HANGIN ABO ae AND SHO BEL 2' 6/5' 0 5 0 --� 8 2 6/510 2' 8/8' 0 0 1 = ,I \ 'ol oii M RO M �`u \I \ \ It \ i o v ��r///JJJ�)� I� I i o iii/// 41oziin �t �i i 1 p GL6. F.F. v o w a t- I m I \ ♦ \ 122-1/2" x 30_4 Q I Q i i I I =Lr I\ E A q �I G '� � �Q m 43 N n / u'►OR aU �., y I C. I r ��J� tJ . $ �--------NDR_� 8' 0Fo 5' ----------------- 8 $ 4' S — 9' $ 4' S u BUIL -IN SHELVES 3' 0/3' 0 d I I d ' cn 2 - 26 5H IMPACT IIAJLINTEL @ 6' 8 A.F.F. Z b �� ; BILLIARDS ®����Q ! q'4 I FOYER i I I ; I m 2' /$ I I 10' 0" GLG. A.F.F. o 10' 0" GLG. A.F.F. i �i CV a I /'� j Q z -am- w � t viC�� OFFICE i MASTER 10' 0" CL6. A.F.F. i =' TH BEDROOM 3 I ! w o _N ! BATH ! ° ` . 10' 0" GLG. A.F.F. I I 1 ~ ' E� 10' 0" GL6. A.F.F.AFFo iJ � Iil III j' - 1 III kool 2-50/8'OW/14" w.I.C. 5IDE LT5 IMPACT ,II I I tt m 5EAT NU HANGING ABOVE 9 14' 0 b' 0 zrs I I I - ! 1/2-34 5H TEMP/IMPACT 2 - 26 5H EGRE55 IMPACT 2 - 26 5H E6RE55 IMPACT 26 5H EGRE55 IMPACT 26 5H E6RE55 IMPACT I i i I LINTEL @ 8' 0 A.F.F. LINTEL 0 60 A.F.F. LINTEL @ 8' 0 A.F.F. 9H LINTEL @ 60 A.F.F. LINTEL @f 8' 0 A.F.F. i 1015 1T10 1, I " " ". " I I 8 x 8 CBS BLK. 8 x 8 CBS BLK. I I I COLUMNS SETTING COLUMNS SETTING i I 2" IN FROM EDGE COVERED ENTRY 2" IN FROM EDGE OF CONC, TYR, 10' O" GL6. A.F:F. OF CONC. TYR i II ii • I- ----- - _ ------ - r-----------`_--------------------� -- ------------------- 3 - 2" x 12" W/1/2" PLY WD, FLITCHES 3 - 2" x 12" W1112" PLY WD. FLITCHES ; 14' 4 14 0 ; ! SETTING ON TO OF 8" x 8" SETTING ON TO OF 8" x 8" 12' 4 14' 0 I BLK. COLUMNS. BEAMS TO BE FRAMED DN. BLK, COLUMNS. BEAMS TO BE FRAMED DN. Co ; ; ! T016"DEEP&WIDEN TO 8" TO 16" DEEP & WIDEN TOT; WI STUCCO FINISH TYR ALL ENTRYIPORCHES W/ STUCCO FINISH TYR ALL ENTRYIPORCHES I I -/- l=I ------------------------- ----------------------- --- ------ -- ; ; ---- -- ____------------------ -------- ----------_I 2814 11' 2 ;; I j I; 19' 2 264 ,i) Ii•i o 1 I i t 1210 N NDE TE D N \ ER Q FBC ' M14 . \ \ INDICATES AHU LOCATIONS INATTIG INDICATES BEARING WALLS 10' 0" 15 TYPICAL SEARING HEIGHT WALL DIMENSIONS: 2 x 4 WALLS ARE DRAWN @ 3-112" 2 x 6 WALLS ARE DRAWN @ 5-1/2" BLOCK WALLS ARE DRAWN @ 8" SQUARE FOOTAGE A/C NONAIC;TOTAL MAIN HOUSE -1ST Ft00R 4070 4070 COVERED PORCHIENTRY 2600 2500 GARAGE 947 947 TOTAL - PROPOSED 4070 3447 7517 E V Q rZ co a,� �mO C?Lu cq W o W U' 57. cl� LU O c L1 w W w Z L.) u� pO�o _j00(D< /2021 1/411 = 1' JOB NO. m SURVEYORS NOTES NORTH LINE OF THE SOUTH HALF 52' NORTH ST LUCIE RIVER WATER CONTROL MANEGMENT DISTRICT CANAL No. 58 1) THE SOUTH LINE OF SECTION 22 IS TAKEN TO BEAR NORTH 89-44'31" WEST, AND ALL OTHER BEARING SHOWN HEREON ARE RELATIVE THERETO. 2) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT OR OPTION OF TITLE. NO SEARCH OF THE PUBLIC RECORDS WAS PERFORMED BY THIS OFFICE. 3) THIS PARCEL IS SUBJECT TO ANY ADDITIONAL EASEMENTS, RIGHTS —OF —WAY, OR RESTRICTIONS OF RECORD, IF ANY. 4) THE BOUNDARY INFORMATION SHOWN HEREON IS BASE BASED ON THAT PARTICULAR BOUNDARY SURVEY BY CULPEPPER AND TERPENINF, INC.JOB NUMBER 15-108, DATED 7/29/2015 5) SUBSURFACE IMPROVEMENTS AND OR ENCROACHMENTS, IF ANY, WERE NOT LOCATED AS PART OF THIS SURVEY. 6) THE NATIONAL FLOOD INSURANCE PROGRAM DESIGNATION AS SHOWN ON THE F.E.M.A. MAP No. 12111CO150J, DATED FEBRUARY 16, 2012 , LOCATES THIS PROPERTY TO BE WITHIN FLOOD ZONE X. 7) THE PURPOSE OF THIS SURVEY IS TO SHOW EXISTING CONDITIONS FOR PERMITTING PURPOSES. 8) HORIZONTAL AND VERTICAL LOCATIONS, AS CALCULATED FROM FIELD OBSERVATIONS ARE BASED ON THE GLOBAL POSITIONING SYSTEM, UTILIZING THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK, AS RELATED TO THE FLORIDA STATE PLAN SYSTEM, HAVING AN ACCURACY OF 0.10 FEET. 9) THIS SURVEY WAS PERFORMED UNDER THE SUPERVISION OF TED E. PHILLIPS, PSM, FLORIDA REGISTRATION NUMBER LS5932. 10) LAST DATE OF FIELD SURVEY WAS CONDUCTED ON JUNE 03, 2021. U 2021 TEPHILLIPS, LLC DATE BY REVISIONS Date: 6-04-2021 Scale: 1 "=50' Comp. By: TP Check By: TP Field By: TP F.B. DATA FILE Page- N/A Field Date:6 03 2021 BEARING BASE: DESCRIPTION N89°44'31 "W 2615.12' PARCEL No. 1 THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 35 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA; LESS THE WEST 30 FEET AS CONVEYED TO THE STATE OF FLORIDA ON OFFICIAL RECORDS BOOK 27, PAGE 425 AND ALSO LESS AND EXCEPTING THE RIGH—OF—WAY FOR PUBLIC ROADS AND DRAINAGE CANALS. .1 PHILLIPS, LLC PROVIDING SURVEYING AND MAPPING SERVICES 102 SW Parish Terrace Port St. Lucie, Florida 34984 P(772)359--7023 ted_phillips@comast.net State of Florida License No. LS5932, LB8079 SITE PLAN LEGEND FMON— FOUND CONCRETE MONUMENT SRC— SET 1 /2"x18" IRON ROD AND CAP, LS 5932 SPKD — SET PK NAIL AND DISK, T. PHILLIPS LS5932 ORB— OFFICIAL RECORDS BOOK PG— PAGE TYP— TYPICAL M— MEASURE C— CALCULATED P— PLAT D— DESCRIPTION RPZ — REDUCED PREASURE ZONE/BACKFLOW PREVENTER CBS —CONCRETE BLOCK AND STUCCO OHUL— OVERHEAD UTILITIES LINE PREPARED FOR: .R YAN REED SCALE: 1 "=50' PROJECT No: 21-009 SHEET 1 of 2 2021 TEPHILLIPS, LLC L�REVISIONS Date: 6-04-2021 Scale: 1 "=50' Comp. By: TP Check By: TP Field By: TP F.B. DATA FILE Page- N/A Field Date. 03 2021 TEP.HILLIPS, LLC PROVIDING SURVEYING AND MAPPING SERVICES 102 SW Parish Terrace Port St. Lucie, Florida 34984 P(772)359-7023 ted_phillips@comast.net State of Florida License No. LS5932, LB8079 589.42' SITE PLAN APPROXIMATE I LOCATION AND SIZE I OF POND I PREPARED POR: A SCALE: 1 "=20' PROJECT No: 2�11-009 SHEET 2 OF 2 ° 1D ` ! 1> � 1 ! a 0 POSSITIVE PRESSURE ACTS TOWARD a = 7.A FEET a THE SURFACE, NEGATIVE PRESSURE ACTS AWAY FROM THE SURFACE. ASCE 7-16 2020 FLORIDA BUILDING CODE 7th EDITION COMPONENT AND CLADDING ROOF DESIGN WIND PRESSURES (WORST CASE) ROOF ZONE EFF.AREA (SQ.FT.) POS. PRESS. (PSF) NEG. PRESS. (PSF) 1 10 26.4 47.4 2e 1 10 26.4 65.4 2r 10 26.4 65.4 3 10 26.4 65.4 4 10 35.4 38.4 5 1 10 1 35.4 1 47.4 DESIGN LOADS FOR OPENINGS ASCE 7-16: 160ult. / II / C o WINDOWS AND DOORS AS INDICATED Critical Edge a = 7.6 ft. U � Description Zone Load D1 DOUBLE 3080 FRENCH WI 14" LITES 4 + 31.0 PSF - 34.0 PSF D2 DOUBLE 3080 FRENCH W/ 24" LITES 5 + 30.5 PSF - 37.6 PSF D3 DOUBLE 3080 FRENCH W/ 24" LITES 4 + 30.5 PSF - 33.5 PSF D4 3080 DOOR 4 + 33.4 PSF - 36.4 PSF D5 9080 O.H.G.D. 5 + 30.1 PSF - 38.3 PSF D6 16080 O.H.G.D. 5 + 29.5 PSF - 35.7 PSF D7 3080 DOOR 4 + 33.4 PSF - 36.4 PSF W1 2 -26SH EGRESS WINDOW 4 + 32.2 PSF - 35.2 PSF W2 1/2 34SH WINDOW 4 + 35.4 PSF - 38.4 PSF W3 16" x 60" FIXED WINDOW 5 + 35.4 PSF -47.4 PSF W4 26SH EGRESS WINDOW 4 + 33.8 PSF - 36.8 PSF W5 26SH EGRESS WINDOW 5 + 33.8 PSF -44.1 PSF W6 2 -36SH WINDOW 5 + 31.4 PSF - 39.4 PSF W7 1/2 34SH WINDOW 5 + 35.4 PSF -47.4 PSF W8 2 -26SH EGRESS WINDOW 4 + 32.2 PSF - 35.2 PSF W9 2 -26SH WINDOW 5 + 32.2 PSF - 40.9 PSF W10 2-26SH WINDOW 5 + 32.2 PSF -40.9 PSF W11 26SH EGRESS WINDOW 5 + 33.8 PSF - 44.1 PSF W12 26SH EGRESS WINDOW 4 + 33.8 PSF - 36.8 PSF W13 2 -26SH EGRESS WINDOW 4 + 32.2 PSF - 35.2 PSF ROOF COVERING 2" x 4" P.T. LEDGER WITH 2-ROW 1/4" x 2-3/4" CEMENT SCREW 24" O.C. ALUMINUM DRIP�- EDGE HARDIE FASCIA TRUSSES 2" x 6" SUB -FASCIA W/ (2) @ 24" O.C. 12d NAILS TO EACH TRUSS HARDIE SOLID SOFFIT NAILED 2"7/ C.M.U. FROM CORNERS AND 3/8" FROM /WALL EDGES. (VENT PLUS AT PORCH AND GARAGE PERIMITERS) 1.5" LONG x 0.083 in. SHANK x 0.187 in. HD, RING SHANK NAILS. 8" O.C. FIELD AND PERIMETERS JAMES HARDIE SOLID & VENTED SOFFIT WITH 16" OVERHANG Scale: 112" = 1' 0" #5 VERTICAL BAR IN POURED CELL FLASHING EACH SIDE OF OPENING PER PLAN PER DETAIL DOOR PER EXTERIOR WALL ADD'L POURED DESIGN FINISH PER PLAN CELLS AS REQ'D PRESSURE PER PLAN 0 El ID INTERIOR WALL INSULATION ZL DOOR BUCK PER FURRING STRIP AND GYPSUM NOTES BELOW BOARD PER PLAN • LOAD BEARING SHIMS: MAXIMUM SHIM -STACK TO BE 1/4". ATTACH DOOR THROUGH SHIMS INTO CONCRETE BEAMS, COLUMNS AND GROUT FILLED MASONRY PER MAUNFACTURER'S SPECIFICATIONS. • 1x (314) P.T. WOOD BUCK: NAIL BUCK TO CONCRETE BEAMS, COLUMNS AND GROUT FILLED MASONRY WITH PNEUMATICALLY -DRIVEN HARDENED NAILS @ ENDS AND 8" O.C. STAGGER. FLASHING DETAIL APPLIES AT TIME OF ASSEMBLY. ATTACH DOOR THRU BUCK PER MANUFACTURER'S SPECIFICATIONS DIRECTLY TO SUBSTRATE. DOOR BUCK DETAIL SCALE: 1" = V - 0" NOTE: IF OPENING EXCEEDS USE OF 3/4" BUCK SEE DETAIL 1 ON SHEET S-2 FOR 2x BUCK 13' 3-1/4 1Z 11-114 II �- #5 VERTICAL BAR IN POURED FLASHING PRE -CAST SILL CELL EACH SIDE OF OPENING PER DETAIL PER PLAN DESIGN PRESSURE EXTERIOR WALL �WINDOWPER FINISH PER PLA)0 D�El� MAP=" INTERIOR WALL INSULATION WINDOW BUCK PER FURRING STRIP AND GYPSUM NOTES BELOW BOARD PER PLAN • LOAD BEARING SHIMS: MAXIMUM SHIM -STACK TO BE 114", ATTACH WINDOW THROUGH SHIMS TO CONCRETE BEAMS, COLUMNS AND GROUT FILLED MASONRY PER MANUFACTURER'S SPECIFICATIONS. • 1x (314� WOOD BUCK: ATTACH BUCK TO CONCRETE BEAMS, COLUMNS AND GROUT FILLED MASONRY WITH PNEUMATICALLY -DRIVEN HARDENED NAILS @ ENDS AND 8' O.C. STAGGER. FLASHING DETAIL APPLIES AT TIME OF ASSEMBLY. ATTACH WINDOW PER MANUFACTURER'S SPECIFICATIONS THRU BUCK TO SUBSTRATE. WINDOW BUCK DETAIL SCALE = 0" NOTE: IF OPENING EXCEEDS USE OF 3/4" BUCK SEE DETAIL 2 ON SHEET S-2 FOR 2x BUCK 78' 4 12' 11-114 �- 12' 11-114 � 12' 11.114 133.114 FLUID -APPLIED FLASHING 1 MEMBRANE SHALL EXTEND TO r THE SURFACE OF THE EXTERIOR WALL FINISH O OA ....._ Y SEE WINDOW BUCK AND DOOR FLUID -APPLIED FLASHING MEMBRANE BUCK DETAIL. BETWEEN P.T. BUCK AND BLOCK 1. FLUID -APPLIED FLASHING MEMBRANE SHALL BE APPLIED TO THE MASONRY OPENING AND THE BACK OF EACH BUCK PRIOR TO INSTALLATION. THE FLASHING AT EXTERIOR WINDOW AND DOOR LOCATIONS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER. 2. FLUID-APPILED MEMBRANES USED AS FLASHINGS IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714 3. BUCKS ARE TO BE APPLIED HORIZONTALLY AND VERTICALLY TO THE ROUGH OPENING OF CONCRETE BEAMS, COLUMNS AND GROUTED MASONRY. CONTRACTOR TO COORDINATE ROUGH OPENING DIMENSIONS. 4. ATTACH WINDOWS AND DOORS PER MANUFACTURER'S SPECIFICATIONS: FLUID-APPLIE6 MEMBRANE FLASHING DETAIL SCALE: V = 1'- 0" FLOOR PLAN SCALE 3/1611= 1' 0" A 10' 0" A,F,F, IS TYPICAL BEARING HEIGHT WALL DIMENSIONS: 2 x 4 WALLS ARE DRAWN @ 3-1/2" 2 x 6 WALLS ARE DRAWN @ 5-1/2" BLOCK WALLS ARE DRAWN @ 8" - CONDENSATE DRAIN PER 2020 FBC-R M141.3 - ATTIC OPENING/SERVICE SPACE PER 2020 FBC-R M1305.1.3 WALL LEGEND BLOCK WALL 10' 0" BEARING ` , W/ DOWN POUR 48" O.C. MAX rrrrii��rs�at�� iIle ■ 94 2 - 26 S IMPACT W9 VTEL (a)6' 8 A.F.F. o 94 SQUARE FOOTAGE A/C NON A/C TOTAL MAIN HOUSE -1ST FLOOR 4070 4070 COVERED PORCH/ENTRY 2500 2500 GARAGE 947 947 TOTAL - PROPOSED 4 770 3447 7517 LEGEND D1 DOOR DESIGN PRESSURE B DETAIL VIEW AND SHEET LOCATION S-2 W1 WINDOW DESIGN PRESSURE O A SECTION DETAIL OR ELEVATION AND SHEET L-6B LINTEL DESIGNATOR S-3 LOCATION ,VI E FOR r_`GDECOMPLIANCE ' ' 'UCIEUN Or a m LO II-_ co CN Cf LO r W UJ co �t � cM rn W cy.) Z � �W � � z 0 W CM Q Q QUZm �MU� J ~' M n dCD W o CL T- 4 w ct Qoz Lu O2� F- L4 O Www ui ��� �= F- U0iY Z Lu O > LZ =zmw J 0 �N0 Il U)_c) �o:S COOS wwwz oo¢0 0zC> LLCM UWL6 pZZ W Lu cA f-OW uJ z =i� �0=z 0U) a_z�_¢ LLJ Cu U UJ ® Co CU O LL r w W U W 06 N CU ri W 0 o LL LO c4 CV 1 C14 �• co O W CM Al W v,I U- /1I 1 \L! Cu s v m E Co CL Cu W VJ Cu Cu Cn O Revision Date: 20-Sep-21 Sheet Description: STRUCTURAL FLOOR PLAN Sheet: S-1 BOND BEAM PER PLAN j REINFORCED FILLED CELL 2-ROW 1/4" MASONY SCREWS 4" MAX FROM ENDS AND 12" O.C. MAX. WITH 1-3/4" MIN. EMBED. APPLIES TO ALL 3 SIDES 2x DOOR BUCK ATTACHMENT SCALE: 1/2" = 1' 0" NOTE: DOORS AND WINDOWS SHALL BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES AS REQUIRED BY THESE PLANS BOND BEAM PER PLAN REINFORCED FILLED CELL 2-ROW 1/4" MASONY SCREWS 4" MAX FROM ENDS AND 12" O.C. MAX. WITH 1-3/4" MIN. EMBED, APPLIES TO ALL 4 SIDES 2x WINDOW BUCK ATTACHMENT SCALE: 1/2" = 1' 0" NOTE: DOORS AND WINDOWS SHALL BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES AS REQUIRED BY THESE PLANS Lintel Schedule Cast Crete Type Designation Symbol Length Type A B C F = Filled with grout U = Unfilled Quantity of #5 re -bar at bottom Recessed of lintel Quantity of #5 re -bar at top 8RF16-1 B/1 M/1T �- Quantity of #5 re -bar at top Nominal Height Nominal Width #5 re -bar at top req'd with 1 1/2" min. cover Varies: C.M.U. or Lintel block 3 cu = v � Q Grout 00 0 � #5 re -bar at bottom m of lintel cavity r 8" Nominal Reinforcing 7 5/8" actual within pre -cast width lintel (varies) L-1 2' 10" (34") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-2 3'-6" (42") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-3 4'-0" (48") Pre -cast 8F8-1 B 8F16-1 B/1 T 81724-1 B/1 M/1 T L-4 4'-6" (54") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-5 5'-4" (64") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-6 5'-10" (70") Pre -cast 8F8-1B 8F16-1B/1T8F24-1B/1M/1T L-7 6-6" (78") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-8 7'-6" (90") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-9 9'-4" (112") Pre -cast 8F8-1 B 81=16-1 B/1 T 8F24-1 B/1 M/1 T L-10 10'-6" (126") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-11 -4 11'" (136") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-12 12'-0" (144") Pre -cast 8F8-16 8F16-1B/1T8F24-1B/1M/1T L-13 13'-4" (160") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-14 14'-0" (168") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-15 14'-8" (176") Pre -stressed 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-16 15'-4" (184") Pre -stressed 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-17 17'-4" (208") Pre -stressed 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-18 19'-4" (232") Pre -stressed 8F8-1 B 8F 16-1 B/1 T 8F24-1 B/1 M/1 T L-19 21'-4" (256") Pre -stressed 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-20 22'-0" (264") Pre -stressed 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T L-21 24'-0" (288") Pre -stressed 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T RL-1 4° 4" (52") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T RL-2 4'-6" (54") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T RL-3 5'-8" 68" Pre -cast ( ) 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T RL-4 5'-10" (70") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T RL-5 6-8" (80") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T RL-6 7'-6" (90") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T RL-7 9'-8" (116") Pre -cast 8F8-1 B 8F16-1 B/1 T 8F24-1 B/1 M/1 T ROOF SYSTEM PRE -STRESSED HEADER SIZED PER PLAN 1 #5 IN CONCRETE FILLED CELL. FROM FOOTER TO LINTEL PER PLAN 25" MINIMUM OVERLAP. APPROXIMATE FINISHED GRADE OF DRIVEWAY SEE FOUNDATION PLAN FOR FOOTER SIZES --,-__STRAP TRUSS PER ENGINEERING SCHEDULE 8"x16" LINTEL BLOCK ANCHORS AT CENTER SPRING ATTACHMENT POINT. DOOR TRACK. MOUNT PER MFG'S INSTRUCTIONS ANCHOR WITH 2" WASHERS PER DETAIL AO1. 6" FROM TOP AND BOTTOM AND 24" O.C. GARAGE DOOR TRACK MOUNTING: SCALE: 1/2" = 1' 0" 2"x4" PRE-ENGINEERED WOOD TRUSSES 24" O.C. �! J LINTEL OR POURED IN �- PLACE BOND BEAM EPDXY SET #5 BARS WITH 25" MIN. LAP, USE SIMPSON "SET" HIGH STRENGTH / I I EPDXY. INSTALL PER MANUFACTURER'S / INSTRUCTIONS. FOR #5 BAR USE 3/4" DRILL, BLOW OUT HOLE, BRUSH HOLE, RE -BLOW HOLE ' AND EPDXY BAR. 6" MINIMUM EMBEDMENT, / REPEAT PROCEDURE TOP AND BOTTOM. �i SPLIT FACE OF CELL AT LOCATION PER PLAN, INSERT #5 BAR WITH 25" ' % MINIMUM LAP, USE PLYWOOD AS TEMPORARY FLOW STOP. POUR SOLID FROM THE TOP WITH 3500 PSI GROUT. USE NO -SHRINK GROUT FOR FINAL \ (� "PACKING" 2-1/2" MIN, EDGE DISTANCE TO HOLE j p' `EXISTING FOUNDATION CORRECTION FOR MISSED DOWEL M) 1 SCALE: 1/2" = 1' 0° 3 BOND BEAM PER PLAN STANDARD HOOK EACH LOCATION FORM AND POUR SILL W/ #5 BAR 25"MIN. LAP O. •'..A V da a ��--FOOTER DC:IKICn0nE:RACnIT AT 1A1IninnA1 PER PLAN SCALE: 1/2" = 1' 0" NOTE: DOOR OPENING SIMILAR; FINISHES PER PLAN ELEV.PER - TREAD AND RISER #412" O.C. AT PLAN PER PLAN BOTTOM #412" O.C. • CROSSWISE , ELEV. PER 6" MIN. PLAN ooel o X'ORLID COMPACTEDE EARTH BASED ON SITE CONDITIONS OR CONCRETE STEPS NUMBER OF STEPS SCALE: N.T.S. • CLEAN COMPACTED SOIL TO 95% DRY DENSITY • ALL REBAR TO HAVE 3" MIN. COVER JOINT TO BE 1/8" WIDE x V SAW CUT � DEEP (TYP.) CONTRACTOR TO LOCATE CONTROL JOINTS. RECOMMENDED IS 10' O.C. CONTROL JOINT N.T.S. 2"x4" PRE-ENGINEERED WOOD TRUSSES 24" O.C. U. SIMPSON HTSM20 Bea 10d 1-1/2" • TO TRUSS 4ea 1/4" x 21/4" TITEN TO MASONRY (2x FOR GIRDERS) CONDITION #1: STRAP IS 0" TO 3/8" AWAY FROM TRUSS REPAIR: NO REPAIR IS NECESSARY CONDITION #2: STRAP IS 3/8" TO 1-1/2" AWAY FROM TRUSS. REPAIR: PLACE MAXIMUM BLOCKING BETWEEN TRUSS AND STRAP. USE 10d COMMON TRUSS TO BLOCKING AND 10d COMMON FROM STRAP TO BLOCKING. CONDITION #3: STRAP IS MORE THAN 1-1/2" AWAY FROM TRUSS. REPAIR: ATTACH SIMPSON HTSM PER DETAIL SHOWN ABOVE. CORRECTION FOR MISSED MS 1 LINTEL STRAP SCALE: 1/2" = 1' 0" L d #5 REBAR (TYR) I I BOND BEAM CORNER TRANSITION, 25" MIN LAP WITH 1 #5 BAR CONT. IN EACH LINTEL COURSE. III DOWN -POURS PER PLAN #5 PCDAD (TYI DOWN POURS REQ'D PER PLAN BOND BEAM CORNER SCALE: 1/2" = TO" ANCHOR OPTIONS SCALE: 1/2" = 1' 0" BOND BEAM TEE, 25" MIN LAP WITH 1 #5 BAR CONT. IN EACH LINTEL COURSE. DOWN -POURS PER PLAN SCALE: 1/2" = 1' 0" 1/2" J-BOLT, NUT AND 2" WASHER 7" MIN. EMBEDMENT. 1/2" x 6-1/2" SIMPSON TITEN ANCHOR WITH 2" WASHER. 4" MIN. EMBEDMENT. EPDXY SET 112" THREADED ROD WITH NUT AND 2" WASHER. USE SIMPSON STRONG TIE "SET" HIGH STRENGTH EPDXY, INSTALL PER MANUFACTURER'S INSTRUCTIONS. 5" MIN. EMBEDMENT. NOTE: AT GARAGE OR OTHER CURB LOCATIONS, A LONGER FASTENER IS TO BE USED. THE MINIMUM EMBEDMENT IS BELOW THE LOW -SIDE FINISHED FLOOR. DESCRIPTION SHEATHING SCHEDULE 19/32" APA SPAN RATED 5-PLY PLYWOOD NAILING: 8d x 2-3/8" RING SHANK 4" O.C. AT ROOF PERIMETER, 6" O.C. AT PANEL EDGES AND ROOF SHEATHING INTERMEDIATES. SHEATHING VERTICAL JOINTS SHALL OCCUR ON TRUSSES. HURRICANE CLAPS OR BLOCKING AT SHEATHING JOINTS BETWEEN TRUSSES. 19/32" APA SPAN RATED 5-PLY PLYWOOD NAILING: 8d x 2-3/8" EXTERIOR SHEATHING RING SHANK 4" O.C. AT PERIMETER, 6" O.C. AT PANEL EDGES AND INTERMEDIATES. SHEATHING VERTICAL AND HORIZONTAL JOINTS SHALL OCCUR ON NAILING MEMBERS. GENERAL DESIGN CRITERIA SOIL 13EARING CAPACITY: 2000 PSF CMU COMPRESSIVE STRENGTH: 2000 PSF RE-INFORCING STEEL - FOOTERS: GRADE 40 RE-INFORCING STEEL - LINTELS GRADE 60 CONCRETE PADS & FOUNDATIONS: 3000 PSI CONCRETE DOWN POURS & LINTEL: 3000 PSI PUMP MIX ROOF LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD LIVE LOAD 10 PSF BOTTOM CHORD DEAD LOAD 7 PSF TOTAL LOAD: 47 PSF 2020 FLORIDA BUILDING CODE 7th EDITION WIND LOAD CRITERIA ASCE 7-16 ULTIMATE WIND SPEED: 160 MPH RISK CATEGORY: II EXPOSURE CATEGORY: C ENCLOSURE CLASSIFICATION: ENCLOSED CONSTRUCTION TYPE: V OCCUPANCY CLASSIFICATION: R-3 CRITICAL EDGE DISTANCE 7.6 FEET MEAN ROOF HEIGHT: 19.5 FEET ROOF SLOPE: 6 : 12 (DESIGN PRESSURE: 30.0 PSF GENERAL NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS LISTED. 2. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE C;ONTRACTO!R/OWNER-BUILDER IS KNOWLEDGEABLE OF COMMON AND LOCAL BUILDING CODES 3. THE FLOOR PLAN SHALL BE VERIFIED BY THE CONTRACTOR/OWNER-BUILDER TO CORRESPOND WITH THE FINAL EDT USS LAYOUT 4. THE CONTRACTOR/OWNER-BUILDER SHALL VERIFY ALL DIMENSIONING PRIOR. TO CONSTRUCTION AND COORDINATE ALL CONSTRUCTION SHOWN ON THE DRAWINGS. ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE STARTING CONSTRUCTI(N. 5. DIMENSIONS TAKE PRECEDENT OVER SCALE 6. TEXT REGARDING THE NUMBER AND SIZE OF NAILS, SCREWS AND BOLTS TAKES PRECEDENT OVER THE SCALE AND QUANTITY OF THAT DEPICTED 7. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE MINIMUM LOADING REQUIREMENTS OF CHAPTER 16 OF THE 2020 7th EDITION FLORIDA BUILDING CODE. 8. MONOLITHIC FOUNDATION AND SLABS ARE TO BE FORMED UPON SOIL WITH A 'MINIMUM SAFE BEARING CAPACITY OF 2000 PSF. 9. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO UNIFORMLY PROVIDE THE BEARING CAPACITY UNDER ALL FOUNDATIONS. 10. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO RECOMMEND SOIL IMPROVEMENTS REQUIRED TO OBTAIN THE MINIMUM SAFE BEARING CAPACITY STATED ABOVE. GENERAL NOTES: WIND LOAD 1. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE MINIMUM LOADING REQUIREMENTS OF CHAPTER 16 OF THE 2020 7th EDITION FLORIDA BUILDING CODE AND ASCE 7-16 2. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON THAT LISTED IN THE WIND LOAD TABLE. 3. ALL DOORS AND WINDOW OPENINGS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 4. ALL SHEAR WALLS MUST TRANSFER LOADS TO FLOOR JOISTS OR FOUNDATION, 5. DIAPHRAM SYSTEMS MUST BE ATTACHED TO END WALLS AND/OR SIDE WALLS,. 6. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 7. TRUSSES, GIRDERS AND BEAM TIE DOWNS ARE SIZED PER UPLIFT REQUIREMENTS. ANY QUESTION AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP, OR CLIP SHOULD BE VERIFIED BY THE CERTIFYING ENGINEER. 8. ALL WINDOWS AND DOORS TO COMPLY WITH THE 2020 7th EDITION FLORIDA BUILDING CODE FOR WIND LOAD REQUIREMENT LISTED IN TABLE. GENERAL NOTES: CONCRETE 1. ALL CONCRETE CONSTRUCTION, WORKMANSHIP AND MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF ACI 318 "BUILDING CODE REQURRMENTS FOR STRUCTURAL CONCRETE" 2. ALL CONCRETE SHALL BE TYPE I OR II PORTLAND CEMENT COMPLYING WITH ASTM C150 AND SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH SHOWN BELOW: FOUNDATIONS & SLABS - 3000 PSI BEAMS - 3500 PSI MASONRY GROUT - 3500 PSI 3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ACI 318. BARS SHALL BE FREE OF OIL, DIRT, SCALE, PITTING AND EXCESSIVE RUST. A LIGHT COATING OF RUST SHALL BE PERMITTED. 4. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 318. 5. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL MEET THE REQUIREMENTS OF ACI 318. 6. BEAMS OVER MASONRY OPENINGS SHALL HAVE CONTINUOUS TOP AND BOTTOM REINFORCEMENT. LAP SPLICES SHALL CONFORM TO ACI 318 7. CONCRETE BEAMS AND SLABS SHALL BE FINISHED LEVEL AND TO THE ELEVATIONS SHOWN ON THE DRAWINGS. 8. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. GENERAL NOTES: MASONRY 1. ALL CONSTRUCTION, WORKMANSHIP AND MATERIALS SMALL CONFORM TO SECTION 2104 OF THE 2020 7th EDITION FLORIDA BUILDING CODE AND ACI 530.1/ASCE 6/TMS 602 2. GROUT SHALL CONFORM TO THE REQUIREMENTS OF TABLE 2103.10 OF THE 2020 7th EDITION FLORIDA BUILDING CODE AND ASTM C476 "STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY." 3. MORTAR SHALL CONFORM TO THE REQUIREMENTS OF TABLE 2103.7(1) OR 2103 7(2) OF THE 2020 7th EDITION FLORIDA BUILDING CODE AND ASTM C270 "STANDARD SPECIFICATIONS FOR MORTAR FOR UNIT MASONRY." 4. CONCRETE MASONRY SHALL CONFORM TO WITH ASTM C90 "STANDARD SPECIFICATIONS FOR LOADBEARING CONCRETE MASONRY UNITS". 5. THE NET AREA COMPRESSIVE STRENGTH OF MASONRY UNITS (F'M) SHALL BE 2000 PSI USING TYPE N OR S MORTAR. 6. THICKNESS OF MORTAR BED SHALL NOT EXCEED 5/8". 7. HORIZONTAL JOINT REINFORCING SHALL CONFORM TO SECTION 2104 OF THE 2020 7th EDITION FLORIDA BUILDING CODE AND ACI 530.1/ASCE 6/TMS 602 8. MASONRY REINFORCING STEEL BARS SHALL CONFORM TO SECTION 2104 OF THE 2020 7th EDITION FLORIDA BUILDING CODE AND ACI 530.1/ASCE 6/TMS 602 9. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL MASONRY STRUCTURAL ELEMENTS ARE ADEQUATELY BRACED TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION, BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE IS COMPLETED. 10. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT PROVIDE A CLEAN -OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR. DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENT TOGETHER- CLOSE THE OPENING AFTER INSPECTION. 11. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ACI 318. BARS SHALL BE FREE OF OIL, DIRT, SCALE, PITTING AND EXCESSIVE RUST. A LIGHT COATING OF RUST SHALL BE PERMITTED. GENERAL NOTES: WOOD 1. ALL WOOD FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS (INCLUDING TRUSSES) SHALL CONFORM WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE REFERENCES LISTED BELOW: AMERICAN FOREST AND PAPER ASSOCIATION: "WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS" 2. ALL TRUSS. BEAM AND COLUMN MEMBERS SHALL BE SPECIES AND GRADES OF LUMBER WHICH WILL PRODUCE DESIGN VALUES EQUAL TO OR GREATER THAN VALUES FOR SOUTHERN YELLOW PINE N0.2, 190% M.C. 3. GALVANIZED METAL HANGERS AND FRAMING ANCHORS SHOWN ON THE PLANS SHALL BE USED AND SHALL BE FASTENED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. SUBSTITUTIONS. REQUIRE ENGINEER'S APPROVAL. 4. ANCHORING AND NAILING NOT IDENTIFIED SHALL COMPLY WITH THE NAILING SCHEDULE GIVEN WITHIN TABLE 2304.10.1 OF THE 2020 7th EDITION FLORIDA BUILDING CODE, 5. A MINIMUM OF TWO WALL STUDS SHALL BE INSTALLED ADJACENT TO ALL OPENINGS IN EXTERIOR AND LOAD BEARING WALLS AND BENEATH ALL BEAM & GIRDER BEARING POINTS. 6. TRUSSES SHALL BE SIZED AND DETAILED IN ACCORDANCE WITH THE DIMENSIONS AND LOADS INDICATED. 7, TRUSS SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY A FLORIDA LICENSED ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE SPECIALTY ENGINEER SHALL SPECIFY BLOCKING AND BRACING NECESSARY TO WITHSTAND WIND LOADS DETERMINED USING ASCE 7-16. 8. AS A MINIMUM, ROOF SHEATHING SHALL CONSIST OF 1/2" (NOMINAL) APA SPAN RATED, EXPOSURE I PLYWOOD NAILED TO SUPPORTS WITH 8D NAILS AT 4" PERIMETER AND 6" PANEL EDGES AND INTERMEDIATES. 9. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2" APA SPAN RATED, EXPOSURE 1 PLYWOOD ON THE OUTSIDE. THE SHEATHING SHALL BE ATTACHED TO FRAMING MEMBERS WITH 8D NAILS AT 4" PERIMETER AND 6" PANEL EDGES AND INTERMEDIATES. 10. EXTERIOR AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED WITH 2x4 MEMBERS AT 16" O.C. MAXIMUM SPACING. STUDS SHALL BE STUD GRADE S-P-F OR SPECIES WITH EQUAL OR GREATER DESIGN VALUES AS SPECIFIED ON THE PLAN. 11. WOOD MEMBERS IN WET LOCATIONS SHALL IBE PRESSURE TREATED #2 SYP OR"BETTER GRADE. 12. ALL PRESSURE TREATED LUMBER SHALL BE SYP NO.2, 19% MAX. M.C., PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS C2 AND C9 OR OTHER APPLICABLE AWPA STANDARD FOR SOIL OR FRESH WATER CONTACT. 13. ALL NAILS, SCREWS AND BOLTS IN PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL OR GALVANIZED. 14. 1-1/2" NAILS MAY BE USED ON CONNECTORS IN ALL 2X MEMBERS GENERAL NOTES: WINDOWS AND DOORS 1. BLOCK MASON AND/OR FRAMER TO VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH ACTUAL WINDOWS AND DOORS SELECTED 2. ALL WINDOWS AND DOORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION FOR THI ONE AND THE APPLICABLE SECTIONS OF THE: 2020 7th EDITION FLORIDA BUILDING CODE CODE GENERAL NOTES: TRUSSES ` LOANt.t- 1.ALL TRUSS TO TRUSS CONNECTIONS PER TRUSS MANUFACTURER �" LUCIE COUNTY ®( STRICT ADHERENCE TO SIMPSON STRONG TIE CONNECTOR INSTALLATION METHODS IS REQUIRED ALL EPDXY CONNECTIONS TO BE INSTALLED PER SIMPSON INSTRUCTIONS. A THOROUGH UNDI RSTANDING OF SIMPSON EPDXY, ITS' USE AND INSTALLATION ARE REQUIRED. REFER ONLY TO SIMIFISON INSTRUCTIONS. CD C) Cd E � o � ro a w Cd '� Q U) • • • 1 w ¢®z w z w O 0 Uj U � ¢� La<> 9� �p X:zmw ��a- ,LU)�a 0a< W Z oo<� oz� U- - Y N w ®Z�w ® J Utu°r __� _ I- Ucnu1 z of0=z Ucoco ILZF-Q • 4 r M L M c� C M Ca-- w e UJI vJ Revision Date: 20-Sep-21 Sheet Description: DETAILS & NOTES Sheet: S -2 VALLE' TRUSS ROOF SHEA V VIYIIYIVIY TRUSS ROOF SHEATHING SON VTCR VALLEY ;S TO EACH UNDERLYING ;S. 4ea 99 x 2-1/2" SD :W TO SUPPORTING ;S. 3ea #9 x 1-1/2" SD :W TO VALLEY TRUSS VALLEY TRUSS �i SIMPSON VTCR i COMMON TRUSS SIMPSON VTCR VALLEY DETAIL SCALE: N. T. S. FLORIDA BUILDING CODE RESIDENTIAL MINIMUM ATTIC VENTILATION R806.2 6" WEATHER EXPOSURE. 1-1/4" LAP. NAIL 3/4" TO 1" FROM TOP OF PLANK. NAIL 3/8" FROM EDGE OF PLANKS AT END LOCATIONS. 16" O.C. MAX. AND TO EACH FRAMING MEMBER. BLIND NAIL 11ga x 1-3/4" ROOFING NAIL, �- WATER PROOF 19/32" SHEATHING OVER GABLE END TRUSS OR FRAMING WITH: • 1 LAYER ASTM D226 TYPE 1 FELT GABLE END <AND> TRUSS OR FRAMING • 1 LAYER DEPONT TYVEK HOUSE WRAP OR JAMES HARDIE HOUSE WRAP MEMBER @ 16" O.C. 4" x 5" MIN. FLASHING AT WALL TO ROOF TRANSITION _ 1 1" MIN. CLEARANCE TO LOWER ROOF THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF AREA OF THE VENTED SPACE. THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE AREA OF THE VENTED SPACE WHERE: NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE, WITH THE BALANCE OF THE VENTILATION AREA PROVIDED BY SAVE OR CORNICE VENTS. 1/150 CALCULATION FOR GARAGE GARAGE AREA: 947 SQUARE FEET • 1/150 CALCULATION: 947 sq. ft. x (144 sq. in. / sq. ft.) / 150 = 909 SQUARE INCHES 909 sq. in. REQUIRED VENTILATION IN LOWER (SOFFIT) ROOF JAMES HARDIE VENT PLUS SOFFIT (FL# 13265.2) =12.6 sq. in. / lin. ft. VENT AREA TOTAL SOFFIT LENGTH AT GARAGE PERIMETER =103 LINEAR FEET 103 FEET x 12.6 sq. in. / lin. ft.. = 1,297 SQUARE INCHES PROVIDED. COjK 1/150 CALCULATION FOR WRAP -AROUND PORCH PORCH AREA: 2500 SQUARE FEET • 1/150 CALCULATION: 2,500 sq. ft. x (144 sq. in. / sq. ft.) / 150 = 2,40G SQUARE INCHES 2400 sq. in. REQUIRED VENTILATION IN LOWER (SOFFIT) ROOF JAMES HARDIE VENT PLUS SOFFIT (FL# 13265.2) = 12.6 sq. in. / lin. ft. VENT AREA TOTAL SOFFIT LENGTH = 320 LINEAR FEET 320 FEET x 12.6 sq. in. / lin. ft.. = 4,032 SQUARE INCHES PROVIDED. ®K,, METAL ROOFING OVER SHEATHING ON LOWER ROOF TRUSS 7-1/4" HARDIE LAP SIDING OVER GABLE END TRUSS OR FRAMING SCALE: V' = 1' 0" PROVIDE MOISTI BARRIER UNDER TRUSS HOLD IN FOR SHEATHING WEEP SCREED AT EXPANSION JOINT PIGGYBACK TRUSS - J-BOLT, TITEN OR EPDXY ANCHOR WITH WASHER AND NUT @ ENDS, CENTER AND EVERY OTHER VERTICAL. PER OPTIONS DETAIL A01. 2"x8" P.T. TOP PLATE -SIMPSON STRONG -TIE LSTA36 16ea 10d ALL VERTICAL MEMBERS INSERT AND BEND AROUND TOP PLATE PRIOR TO TIGHTENING GABLE END STRAPPING DETAIL SCALE: 1" = 1' 0" PIGGYBACK TRUSS TO PURLIN WITH 2ea 16d SHEATHING PER SCHEDULE - 2ea 16d FACE NAIL -�� BLOCKING AT RIDGE SUB -FASCIA TO OUTLOOKER MAXIMUM 12" -- •-I TOTAL EAVE 3ea 16d TOE NAIL OUTLOOKERS @ 24" O.C. TO TRUSS TOP CHORD. ALIGN TO T-BRACE SHEATHING JOINTS �@ 16" O.C. GABLE SHEATHING PER SHEATHING SCHEDULE SIMPSON STRONG TIE LSTA36 LSTA36 ALL VERTICAL MEMBERS (SEE DETAIL GE2) 2"x8" P.T. TOP PLATE J-BOLT, TITEN OR EPDXY — BO I TOM CHORD 2x4 #2 SYP CROSS BRACE ANCHOR WITH WASHER AND 2" x 4" x 8' LONG FROM GABLE END. 40 TO NUT @ ENDS, CENTER AND PURLIN AT 60 DEGRESS FROM EVERY OTHER VERTICAL PER DIAGONAL BRACE HORIZONTAL AT RIDGE OPTIONS DETAIL A01, LOCATION AND QUARTER SPANS BOND BEAM PER PLANS. TOP CHORD SCAB EACH BASE TRUSS FLAT TOP CHORD PURL INS AT END. ATTACH WITH 2 g x 8 15/32 APA PLYWOOD GUSSET ENDS AND 24" O.C. MAXI. AT PLATE. ENDS AND 48" O.C. MAX. FRONT TO FLAT TOP CHORD WITH tea 16d ROWS 10d @ 4" O.C. AND BACK SIDE. ATTACH WITH 4ea 8d TOP AND BOTTOM NOTE: USE THE THE MORE STRINGENT OF B 1 PIGGY BACK TRUSS DETAIL THIS DETAIL OR THAT WHICH IS SUPPLIED V SCALE: 1/2" = 1'0" BY THE TRUSS MANUFACTURER. PSON LGT2: INSIDE FACE OF BLOCK 2-PLY TRUSS BOTTOM CHORD. ONE EACH SIDE OF 2-PLY I.VVV i w V `1N 9 ICAL WEB. �(N���LEHETA24 + LGT2 GABLE END CROSS BRACE SCALE: 1/2" = 1' 0" —1-PLY TRUSS BOND BEAM Al DOUBLE SIMPSON PER PLAN HETA20 DOUBLE HETA20 SCALE: N.T.S. 1-PLY TRUSS HEEL ( TRUSS SIMPSON H10S: FACE OF BLOCK TO 1-PLY TRUSS BOTTOM CHORD. I T rll�tAL oiivIPSON HETA24 AT INTERIOR BEARING TO VERTICAL WEB SINGLE HETA24 + H10S A� SCALE: N.T.S. --2-PLY TRUSS 2ea SIMPSON � ` HETA24 SIMPSON LGT2: INSIDE FACE OF BLOCK TO 2-PLY TRUSS BOTTOM CHORD. 2-PLY TRUSS SIMPSON LGT2: INSIDE FACE OF BLOCK TO 2-PLY TRUSS BOTTOM CHORD. 2ea SIMPSON HETA24 �----1-PLY TRUSS 2' MIN. DISTANCE TO SHEATHING HORIZONTAL JOINT _.., ---1-PLY TRUSS SIMPSON HETA24: ONE EACH SIDE OF LAP TRUS)SES TO VERTICAL WEB. HETA24 �TO EACH LAP TRUSSES A� SCALE: N.T.S. - -- c�c J' m LO H co U) ryo W � � I-- M ,- Ir- W M o 1-11 c� w z Q N cy) _j u Q U ® Q Q Z Lp C'7 IL w a. W Q�z W o ~ 0 Lu 2iz�o U � ¢ pQ> Z V W = �om W cnz p mO�✓ 0 = U �S 6 -,z o U a W 0 O Oz 6 U- - m g Q �� N 0 - W O 2 LH J 0wLO _=_ F-U(n W of0=z azf-¢ • • • • • Revision Date: 20-Sep-21 Sheet Description: SECTION DETAILS Sheet: S -3 0 0 CV co J EL ca m E_ Cu ai c Cu J cu ti M 0 TYP. Vl11- „IMPSON HETA24 I I I I AT INTERIOR BEARING TO VERTICAL WEB HETA24 AT TRUSS VERTICAL WEB BOND BEAM PER PLAN %JIIVI 1-IVI1L f�JON HETA20 11 AT TRUSS HEEL HETA20 AT TRUSS HEEL END TYP.I SCALE: N.T.S. U) H W O UL co 1 cb w w Cn w w w 123-06-00 78-08-00 44-10-00 1-00-00 38-08-00 15-04-00 M.2-00 —_ _14-04-00 2-00 A4 -- --' O o 0J5 M.-, J _his t 25-04-0010-0-00 8 2-00-00 q 2-00- 8-00 M1? J5P R H C170?) MA J5 A 1 0 J1 19-08-00 J1 0 p A6 p J5 o 4 N N p a J3 'i✓j o ,l.J� J 4 MB M3 ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ a ¢ ¢ a ¢ ¢ a a a IJ5 4 o 4 m J5 J �I1 MIN , 1111Lq 1'111i:1 V'A •i, • � ' I _ III.. m �I � / I � I ` \ • —,� ,, ___— M3 DEN TES f IGGY 3ACK UTLI E--- 5-08-00 F1 A6 A5 J5 D(1Dr w 5 1 1 1 1 N 11 U-,- U m 02 U m 01.1 m og m T m m 100 0 m m m m m - F r V TJN N AL SI EATH NG2' R N,D EAT 'E RG, m m US LAP F V � > � o MV2 M r iL M? 1 10-00-00 2-06-08 I 2-00-00 -- VF F F I 1-09-08 22-00-00 1-06-08 S-3 > M113 —_ F g M3 m F o OD PACE o ODD SPACE 4 �. M3 4 N F ACCES TO AHU �, 4 M113 F O 4 A5 G 9 M3 G F1 _ PB M3 4 S-3 J rn MV2 'fi) /F3� F M3 TIC A IG ITH LIV O f MV4 4 J IC XDIG ITH LIV O 20P M3 MV6 J1 AVI M7 M3 r r r m MV2 -- M M M3 H 4 o 9 V 4 M M3 6 6-00-00 a M 613 AN 10 00-0o Hva �/F WITH 0 x LF THI AD s11 P V RICH M3 M3 ODD PACE 1-07-09 ODD SPACE 1-10-15 H JOINT IZO TO AL EAT RIUS ILAP STAP ING CE A 10 5-� WA R HEA SCRE L;= \ SF3 1\` 8 1 9-08 PACE 1-06-08 M M I--- 1 LJ...�..4. 1 ...,.......J 2 Q �—Moon LVU11WRIIIIIIIN � �in ji� .. IMI�I� �II�f I�►` ���"ALL HEIGHT 10'-0" �I�I�.I� �ISEE�■I�I�I I�,� �I�I I� L- � — —�---- :7 :7 :7 :7 '7 :7 '7 "7 'I:I '/ / •{i.�ir."%i�ri�"vi�wii�"�i v� n�u�� ` % % / - "r r v �f % % i r r i .iATTIC AREA l�"�1 �1►` - - I I �� I-LI®LL� I I I f I ( ' , � � I■II�I I �1 I I �'_ I/ I • . . I 1 ��� Ir � I�ai' \II� I ICI. II" �I , I � 11 � • �I I' ., I � � I ��I I i. I �I�� �A 'Lail �I� - - _ _ _ _ GRL > - > - - 2 r 4J2-0r -1 J513 c? J5G A GCE1 ROS , ^ ' BRA E 14-02-00 5-00-00 2-00 IL IL ji g S-2 \14 VF �s N n _ 3 °' ER 1 J3 m m -e- m m m m m m m q �S-2 S-3 o 4 0 4 r0= 59A 4 R va J1 p p J1 2-00 2-00 ' GR3 —" 1q mU' i L 10-04-00 g fO E 4 4 N p Q GE El 2-00 aq 2-00 E2 z-oo ' S-2 S.2 - 28-04-00 19-02-00 12-00-00 19-02-00 26-04-00 18-06-00 r GE3 S-2 123-0300 CONNECTOR SCHEDULE -- 0 0 ALL CONNECTORS SIMPSON STRONG -TIE UNLESS NOTED OTHERWISE _ o DESCRIPTION CONNECTOFz ---- TRUSS HEEL -END TO BLOCK WALL (U.N.0) HETA20 10ea 0.148" x 1-1'2" ---- TRUSS VERTICAL -END TO BLOCK WALL (U.N.0) HETA24 10ea 0.148" x 1-1'2" Al 1-PLY TRUSS HEEL -END TOP CHORD TO BLOCK 2ea HETA20 10ea 0. ^ 48" x 1-1/2" (C,NE EACH SIDE) A2 2-PLY TRUSS HEEL -END TOP CHORD TO BLOCK 2ea HETA24 12ea 0,182 3-1i2" (ONE EACH SIDE) A3 2-PLY TRUSS END OR MID -SPAN VERTICAL WEB TO BLOCK 2ea HETA24 12ea 0,162" x 3-1/2" (CNE EACH SIDE) A4 2-PLY TRUSS BOTTOM CHORD TO BLOCK LGT2 'iea 1/4" x 2-' '4" TITEN-2 & 16ea 0,148" x 3-1/4" A5 2-PLY TRUSS BOTTOM CHORD TO BLOCK H10S 2ea 3/8" x 4TITEN-2 & Bea 0.148" x 1-1/2" A6 SIDE -BY -SIDE TRUSS VERTICAL WEB TO BLOCK 2ea HETA24 12ea 1 c'>2" x 3-1/2" (ONE EACH TRUSS) TRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANY MOISTURE BARRIER REQJIRED UNDER TRUSS AT CONTIP 1 JOUS BEARING LOCATIONS TRUSS CONNECTORS (REFERENCE ONLY: REFER TO SEALED TRUSS DRAWINGS) SCALE: 3/16" = V - 0" HANGER, SCHEDULE: USE HUS26 FOR 2x4, SUH46 FOR 42 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS GRC1 GRC THD26-2 12 -16d 18 -16d GRL GIRDERS THDH26 18 -16d 20 -16d REFER TO STANDARD ENGINEERING PACKAGE FOR GENERAL INSTRUCTIONS ON INSTALLING HANGERS 10d = 0.148" x 3" 16d = 0.162" x 3-1 /2" �:) TRUSS TO TRUSS GIRDER CONNECTIONS CHAMBERS TRUSS JOB NUMBER,: '77689 SCALE: 3I16' =1' 0" O i� � W bD ZI O ^ CIZI 414 ct N 0 • .m • L1J Qoz LLJ n� Z J Q WWI Lu li 4 Q > ZLu L)U (num U)Z �a F— Q T��a LL�=U Lu © V a'c(�p W = O Q Z U) LL_—ri ®ZZ W C.) LL F- U) Lu Z :1 of p z Z U(nco d.ZI—< 1 Will • m I.ca L co CN [^ i 1 N cu --co LO m co U) U- =3 U) >cu L � W ^, J �+ W z3 cu cu cn ti Revision Date: i Sheet: