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HomeMy WebLinkAboutCONSTRUCTION PLANSTRUCTURAL NOTES 1. Design Loads: r Llf c l u r WbIL,\v) Nlv(GdIV OaI_",-2 q�cc.FAIL o � I ell LA/ ��If �%c�✓l� Ixt\v0 0(-f( ee �H. Obi UP r wD \vl V�(h I,l9 4,60 4-�� IwocbfE� C*1 4450 111 ►4K qd' X IID ��I ►C,�� �I�I �v+4-45?� \V11�30o\W� (�)P((LXe> �(�Ilzl \V OGI6- bp(-, o&4iC' 1,6 \v� 1 01A \vt�sfl��i �I,ILLO �IIJI� �5t� ��-INDCp'i p o1sro ILK 9"6 E066,O MIJ J 1krP F-� �H� bd •1 1 @I • / ,PP�X h�.-Z_9bA it qA X 2D p klDdo F-f� • 33 Roof (DL + LL) = 47 PSF Wind velocity = 110 MPH supporting structure 13.0 MPH roof system Truss Mean Height = 15 ft above grade() 2. Soil bearing capacity : 2500 PSF 3. All structural concrete and grout shall have a minimum compressive strength of 3000 PSI at 28 days. 4. Slab/Footings to be concrete with minimum 2500 PSI compressive strength at 28 days. See plans for size and steel requirements. 5. Minimum concrete protection for reinforcing bars: footings: 3" Beams: 1-1/2" Suspended Slabs: 1" 6. Lao all reinforcing steel a minimum of 30 bar diameters. 7. All standard lumber shall be SPF #3, HF N3, or Stud Grade with a minimum Fb=1200 psi, or better. S. All Lumber in contact with concrete or masonry shall be pressure treated. 9. Splitting or cracking of structural components due to instaiiation of hardware is not permitted. 10.Uniess otherwise noted, the Installation of specified hardware shali conform to the manufacturers instructions and standard practice. 11.13earing points of headers, girders, and beams shall have vertical supports sufficient to support loads and shall be properly anchored for uplift as will be noted. ter'110suL, i�-19 MIS /OPir_ryio A ru Comer.64 w br_ A4 COuJ�7e EA T� I� Ix \W? LfI CC,- E (!Lt -PrI�2\\Id Fug►-���Th �11u 11 or-- ova fHee, _rlC)IL- Sd "OI INK' kb i.5 19oc,�� S"d- FIFO P(e_ e-�q 12 �� Jol 11 P-r Ix2\\lIt400kQ �ilxK�7 \vj I'Iz'' CaL- N.bILS w0 bbte-- I 41 /VICLL, NAee�_ q-° -(H" Coles G21­4&e� wl j 11 -� LP 4 l of ID \VWIJ pV64 G4_-Ao, CDwd Qr ,Noll- PI !I(. FIu� /b 01 oIL. \\1 CL J'(b (37 (Z�JDG)M10 PLI GpNv 0\164 Iy MIL, VDCOP e2bi-N64— AID K- O�iI�U17 &�` 0FJ N-b►uq CbPbc�rfY- (oe f) Flod-+-4I y CoNc-- i,5 11f Il"' ,2I- GENERAL NOTES 1. Construction shall follow "Standard Building Code" as adopted by the county and as applicable to the area in which the buildinq is to be constructed with all applicable amendments. 2. The Contractor, Subcontractor, Supplier, etc. shall verify all dimensions, conditions at 7obsite, plans, specifications, etc. 3. All written dimensions on these drawings take precedence over scaled dimensions. 4. Structural features not detailed on these plans will be addressed by the Engineer as construction progresses. I�oU upcs�i o►� PL,�-� � 11 Ly -Gl I _p - 9 :Q 0 0 Q iw00 00 Ca 4JrA , 9 � � a 0 U LA y, ,n a o:c�w r yr U �� C1 .W a 0) 0 c tio:h Jw® (n Aa o� q .g S � PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK . UP IN ALL SLEEPING AREAS AND STAIR LANDINGS, WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. SLEEPING ROOMS -PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SO, FT FOR GROUND FLOORS, 5.7 SO, FT FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20' W. SILL NOT MORE THAN 44' ABOVE FLOOR. SCANNED BY ST LUCIE COUNTY REVIEWED By DATE — P NS ND PERMIT MUST BE KEPT ON JOB OR DRAWN o CHED � C-..� DATE SCALE JOB NO. 9 42> p a scP SHEET Of -7 SHEETS :0 U(�f E�uviL-►Lj uq 5-pte of 1� N014 Ae' -4 coy k- r1 LWP64.v(/ ()E64 91 Lko � 1 a i01 Cep FIt�EO ..� c� -c0 � — , �dba.CdoPWgh ao •— 9 1 0 0 4a pp �1�,oN wi;9 Per y �hr Ile 1' _\v212X ILA V� 2 HA =0 81, 04►V 1�- W-3 M M,w 11070 V II � ® N C — ZW " A� r0 - .1pi/ 2-�1 it � 'P � ii - ,�,W 7 � •i �1►���aaaaaaa����>� � t A r� '-� ►tip 12 x t21Ntc�r� ,- N Tit x t e �� 4 7d FIx oe�►1 _� (2)2oub IiN t+ez5L046. • v7 AK�►� N cpkK- n 1 � � � a�"t �•�I �' Iz �' 31z - �10 otilt.ffE� _ I M Lbo i(• 7 !U'/4 --- N • � _ ,,,� y,�, 4w��L"tlrr -N� 1'�'-Gi'' '""I D° tc�g \PIrFn 12s►a �veur N S►� GNNEK lyoua r-(-" Pes--- • 13 a -r-- - 1 it 031-O oy F wAu.. i a 4 , —n -0 0 QO r- a ao ,� ti b o � �v o b a r .z s ? • � V y O 0 Y \ V o in �+Lna at�w .n r - v�x 3#u .W U C a v C • 10 xrnr Oa)w hah w I J U 0_ �JKQ L:J J va � o �C M � °rn Lu n DRAWN �pP CHECKED -jc-\Lt,j DATE SCALE a-v;) Ncav JOB NO. V C) " SHEET OF SHEETS u- r CD�X- P&66 ve= 1!D" w��- H hrF OF L? Oc— +-4-7b P owN�� ti - 2at9'7fut?'7 P Icd4a $ p�f2X`3 �i�►-�% v�I �I>,"x i6- ww eof p�-rAl t✓ � I---Uc-N�—_ VICE f?� C�E'r�ll. C bu) C)Plj� x-rblV& —NICE, aii=1i3OI -TD 4� ► 'I If LP' V roPf) if it ���+2-2X12'�vU Br �2rI�c�P�T� N+ rl wo�pl�+Lk� �I N M\vim CICKEr 1wv�-- ' --1 , -, \146� �U`.G �Iat" _ b ��r►f, +,I �X o -� --- '''v�1� b+t -- rFv D ►�►�� 8 — co $ Pau �' 4,61kid 5 II — \\4aUgFrr Poi I�SocoB F -. - +h �N +I ? 01 rh Ix •bu0 To.vl of -��. sal ��FIT � �eu�-r Ilea Noa►� -' I co r.+ 11z lI/PA50 p o 'in m n Q � LZ Y-1 e 4 � g a o (30 V w, v� U 3# � •W U w � m S pi C O N N ha h c a W on �f.- U-1C triE eL LL S �I n DRAWN CHECKED DATE SCALE AS N c5rt5(:�) JOB NO. "i b D b S SHEET 5 OF 7 SHEETS STANDARD GABLi_ END DETAIL YANG SPEED 110 MPH, MEAN ROOF" HEIGHT 15 ET lzx q OrE.1-1 <aLLI `7 C IV i rTz,I24�511 I L�XLv Prwo Pit -4y PCDVIW Iwo OIL-141 W/ 2"x t1 P1(,Ke7z, 4' SPW-4-44� p�r--qNV6-6A c5/04 o�c rci 1 LUS 210-'L g-ice � (�illnl� (j XLp PT\vo Posi �Ni`2�o�-1 40J (puPb�sr �i2) Ind UaL��2 I ul� Eel Flo DIAGONAL OR L-BRACING TRUSSES AT 24-&/ REFER TO TABLE BELOW 2%t TYP. 4X4 112" PLYWOOD SHEATHING 1 1 12 1'-3' MAX. I- Q VARIES TO COMMON TRUSS , I mim CONT. BEARING, 3XG SPL OPT. SPAN TO MATCH COMMON TRUSS. TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/Rd NAILS, 8" O.C. VERTICAL STUD OR IOd NAILS. 8` O.C. SECTION A- 2X4 LATERA BRACING AS REOUIREO. 3X5 ENO WALL FURRING STRIP OR LATH r7*-O- RAL BRACING NAILING SCHEDULE. • . HEIGHT. I p NAIL AT 0 ENO TO 7'-0' 2 - 16d - 6'-6`I 3 - 16dR 8'-fi 4 - 16d MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L-BRACE 12 INCH O.C. 3-11`-11 10'-7`-14 7-4"-12 76 INCH O.C. 3'-7`-5 9'-8 -2 24 INCH O.C. 3'_1"-13 _ 8 _2-_} 5'-10 L] � 4 -1'0 If �D � n � o m � RS S by V. C) 'Q s A >ti Q•i � _e '' f� s v s O V v/ llou 1"VIG411- OWE-- �b-y P�'fau- 44it -c>I Qmil- !®0©®IN Y i �Nr-� Napo •� ►od ap��..s LD"b"or—r9E.La PAP g!xK ftiL�,tsTHE�s-flKwoVfEr— J A Gq O °i 00 c cu Q o c 'b Q .a - m '^4 s 'yj (Z 0 S V m O. n O L r in �q in a A r W N C 3 # U • W .W U a v r tornc o (D (D hah w � S � v a z-z E.'..f+ amJ L1J J m S O U- DRAWN Lf-i i CHECKED JCI�/ DATE P&c-- �tZ-:) SCALE Q.S N DTI JOB NO. G 16 o a S� SHEET Ii OF --) SHEETS p,0 ,c�441- 6y we god" fit%v c i - I -row uJ ::!L a 11 tap o rn � h Q � � y Q � � Y V MoC .y y ~ h > ci �-! 0 0 V Fi - �m o S D 117 CHECKED DATE PEc:Ica SCALE ds WoTso JOB NO. SHEET OF '"� SHEETS NO] E ROOF AND FLOOR LAYOUTS PROVIDED IN THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATION. FEASABLITY AND ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS AND ALL TRUSS/HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE BROUGHT TO THE ARCHTECT/DESIGNER PRIOR TO THE FABRICATION OF TRUSSES. WOOD TRUSSES: WHICH ARE TO BE FABRICATED BY A LICENSED FABRICATOR SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED AND TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. AND THE SPECIFICATIONS AS OUTLINED BY THE 'NATIONAL DESIGN SPECIF- ICATIONS FOR STRESS GRADE LUMBER' AND ITS FASTENINGS BY-AMERICAN INSTITUTE OF TIMBER CONSTRUCTION' (LATEST REVISION) AND DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES' BY THE TRUSS PLATE INSTITUTE. THE DESIGN AND SHOP DRAWINGS. AS WELL AS THE FABRICATION OF WOOD TRUSSES WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEER AT ALL TIMES. THE HANDLING, ERECTION AND FIXING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE DESIGN DRAWINGS. ALL ENGINEERED HEADERS AND TRUSS TO TRUSS CONNECTIONS TO BE SUPPLIED BY THE TRUSSES MANUFACTURER. ALL HEADER TO BE MINIMUM (2) 2XI2 UNLESS OTHERWISE NOTED (SEE BEAM OR HEADER SCHEDULE) I TRUSS CONNECTIONS: STANDARDkLOSED END TRUSSES TO WOOD: SIMPSON MTS12 7-I0d NAILS 1000* TO MASONARY. SIMPSON HETAL20 16-I0d NAILS 1890* OPEN END JACKS: SAME CONNECTORS AS CLOSED END TRUSSES EXCEPT NAIL AS FOLLOWS: USE 5-I0d FOR MTSI2 AND 5-Od FOR HETA20 FOR OPEN END. MIN. 4-10d TOE NAILS * TOP AND 3-I0d NAILS o BTM. FOR 4X4 POSTS BASE: ABU44 - 5/8' BOLTS EMBED 5- MIN. 2160* U.O.N. 12 - 16d NAILS CAP: CC44 W/4 - 5/8- MB 2430* U.O.N. HEADERS (TYPICAL) 2 SIMPSON MSTAI8 EACH END 14-10d PER STRAP JOIN 2130* SIMPSON PA28 EACH END 21-16d X 2 1/2- PER STRAP JOIN 3685* JON - UNLESS OTHERWISE NOTED. USE 1 1/2' IOd NAILS NO SPLITTING OR CRACKING DUE TO NAILING PERMITTED, OR EQUAL HARDWARE PERMITTED THROUGHOUT. SEE LAYOUT FOR BEARING LOCATIONS. ATTACH VALLEYS AND PIGGY BACKS PER TRUSS COMPANY DETAILS. DESI(jN CRITERIA ROOF T.C.L.L.. = 30# T.C.D.L. = 15# B.C.L.L. 0# B.C.D.L. 10# TOTAL = 55# DURATION 1.33% WIND DESIGN SBCCI WIND SPEED 110 MPH MEAN ROOF HEIGHT 19'-8- ASSUMING 10#/SF DEAD LOAD BUILDING TYPE = CLOSED DESIGN CRITERIA FLOORS T.C.L.L. 30# T.C.D.L. 15# B.C.L.L. 0# B.C.D.L. 10# TOTAL 55# DURATION = 1.33%. HL OR EQUAL HARDWARE PERMITTED SIMPSON KEY ANCHOR DIA.1 ONE PLY TRUSS TWO PLY TRUSS THREE PLY TRUSS HETA20 HE 6 IOd X 1 1/2' 1890* 1 - 16d X 2 1/2' 1890* 6 - 16d 1890* HETAL20 HL 20 Od X 1 1/2- 1890* 20 6d X 2 1/2- 1890* 20 16d 1890* LATERAL LOADS PERPENDICULAR TO BEARING HETAL20 - 100 HETA20 - 960 HIO - 525 MTSI2 - 125 8'-1" 1 CLG. HL HL HLHL HL HL HL HL HL HL ALTHOUGH NOT SPECIFICALLY STATED ON CONNECTOR SCHEDULE, THE NUMBER OF NAILS USED MAY BE DECREASED BASED ON THE UPLIFT LOAD. SEE CATALOG FOR MORE DETAILS. TOP OF WALL coD 6'4' A.F F TOP OF WALL (a) 6'-10 1/4" 4.F.F TOP OF WALL (o) 14'-q II/IG" A.F F TOP OF WALL- () 17'-�) 3/4" A.F.F 25/12 GATHffLXAL GEILING EXAMPLE: HETA20 10 - IOd X 1 1/2- NALS 1240* 12 - IOd X 1 1/2' NAILS 1490* 14 - IOd X 1 1/2' NAILS 1735* If)- IOd X 1 1/2- NAILS 1890* MSTA24 SPECIFIED CONNECTOR 8- )Od -610* 10 - Od - 760* 12 IOd - 910* 14 - IOd - 1065* 16 IOd - 1215* 18 Od - 1370* C TYP. OPEN END JACK BEARING LOCATION 0 MIN. 4-I0d TOE NAILS MIN 3-I0d TOE NAILS OR SPECIFIED CONNECTOR r