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HomeMy WebLinkAboutBUILDING PLAN12 FIELD f4 VERIFY O Y F.F. EXISTING FRONT ELEVATION scALF. v<=r-a• ROOF OUTLINE SCALE: 1/8"=1'-011 II II I. SIDING (TYP.) �u I I I I I I I I I � I I I � '; SCR. PORCH o 54�_01101 0 cv 16'—QII 26-0n ---- 12-_0Il cv I I I II II I WATER t3" STEP ; OEQUIP COMP I I I I I I I N 1 --� } --- HW F — — IF --I —� — 1'L----I O WSH 11 DRY 12'-01I -_0 2•_61I 4-_IIII 1 8"-8" q'-IIII II-_SITE--UL--� 01 BATH; o KITCHEN ®WINGR A.H.U. CLG NO VAULTED CLD,KL I Q rrrr ELECT. e' cLG -- ----- ---------- METER INVM LU 6' CLG I N b6TH N CAI 8" CLG N I 14"-0" 8'-6" 18'-21I 3-_ 1� 11 S1_311 LIVING STORAGE = BEPRM I �_ VAULTED GLG S CLG STORAGE '�' 8' GLG (Yi 54'-0" EXISTING FLOOR PLAN SCALE: 1/4j1=1'-O" NOTE: ALL. DIMENSIONS APPROXIMATE: FIELD VERIFY -ALUM. PANEL ROOF . .. ...•o'�C`fn`. " nary ' n`ion n Mg RK � . ` •o o •o•o• oo • u2 ii" • • ! '•i uuuii �i!.!i�• i iii EXISTING RIGHT SIDE ELEVATION_ EXISTING REAR EL E V A T I O N SIDING (TYP) l�TT1T -I--I- TTI I-LFTJ.I�I��-I FTET-I I I -I - -I ---I -f- I } 1�_I----------- 1- _ M -- I T I-I I_I I--I-I-i-I-I-I-I-I-I-I-1=1 HI. I-I--I-' T-T-�I----" I--I-I-LTI-111jiTlliT----�I- TTFTLTTI I TT.. �T1T I'I TITl ITT I1TTrUITT1TlI-HTT ..lIl l�T+I h-I_ T-I��T1T� -- I � 1 I 11-.-_Il 1---- I -I ' T--------�- 1 TTTTI --------- F-I-�--ICI-I-i T� III_ - I - T� I - 1-I�� l-I -1 TI TIH 1 I �iT-LT1.I..LIL-I-�-LI11�11111�1t1-1-I-L ITTITT 11T--TIT-T-1 �T1TlIlTl-:TF--_ IITT T{i-I T TT TIT�I I TUT 1- Ir LTUT1T $T� �� Lei TI T1T�Ilt} 1 F T�1Tr II_lIT� I��T�lII$I_Illj L7TlT1T1 II TIT � �TT��T II,I�-I-Ir-�Tl�I�-� �11TT11� EXISTING LEFT SIDE EL EVATION NOTE: ALL CONDITIONS SHOWN AS EXI511NG ON THESE PLANS ARE BASED UPON BEST ABILITY TO OBSERVE WITH LIMITED ACCESS, ANY ACTUAL CONDITIONS FOUND BY THE CONTRACTOR WHICH DIFFER FROM THOSE SHOWN HEREIN SNAIL BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO PROCEEDING WITH WORK. lgoS-b� DATE. ST. LUCIE COUN?DE BUILDING DIVISIREVIEWED FOR COMPLIAN EWE Y 5-22-18 DATE AT PLANS AND PERM MUST BE KEPT ON JO NO INSPECTION WILL BREVISIONS. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED NY Flu ItAKCTORS THAT MAy DE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICAIIII CODE$. O CONCEALED FASTENERS OR ATTACNIffNi= t ARE THE RESPONSIBILITY OF THE � � CONTRACTOR OF RECORD C; RECEIVED AUG 2 0 2018 '%T� WGIR Canty, Parmittlnp FDOH in St. Lucie County Environmental Health Septic System Appears Adequate For Proposed Construction.5b-sr 139� This Approval Does Not Guarantee Perfor ante of the ystem Reviewer: co g m � w rs S2 N s� o cal �W/LL m UZ9 ulo�,Fa�c°M Ilk NOT VALID WITHOUT ORIGINAL SIGNATURE D NO. 20 JULY 2018 80522-1 ��6AU STATE f `�r'�Al�►�`,' Ott F `(-F1py v b N 22"—q" ALL —THREAD ROD LOCATIONS (TYP now_ Iq"-311 5"-1011 q"-711 SH KITCHEN @ RANGE 76"-0'' 2"xl2" BEAM 411x4" POSTS 6"-10" ] 10"-0'' KITCHEN @ SINK SCALE: 1/4"=1'—O" 28"-4'' SGD 1 3050 SH 3050 SH 15"-411 0000 soon KITCHEN @ ISLAND za I'm i I I MIN... Will 44 POST SEE OTEM V t KITCHEN - • F i -- 2 OPNG 1 �� M GIRDER TRUSS SUPPORT EXST'G TRUSSES W/APPR'D FIANGEkS HUS26 HANGERS J ch 4x4 POST SEE ENG. LAUNDRY L WS JL DRY J QA �� BATIJ 56F _ T 8" CLG 1 BEDRM 2 A.N.U. 8' CLG VAULTED CLG 285.C. N -0 = 16"-311 3"-411 g"-4", 11 ELF CLOSI I � I 20 1 BF <v 14"-011 3"— 11 4'-10" _ 18"-211 I1"_g11 BED I i 1 LIVING 8' GLG 3068 VAULTED CLG FAMILY � O I 8' CLG I � (2)20xl2" 5YP#2 B AM 3050 SH \411W P05TS (TYP) 5"-10n 16"-211 Q"_o11 CJ 2q-611 760—'"10'1 PROPOSED FLOOR PLAN SCALE: 1/4j1=1"-O" NOTE: ALL DIMENSIONS APPROXIMATE: FIELD VERIFY 5"-8'' €€ R POST SEH ENG. O DRYER VENT L.T. RELOCATED THRU ROOF r ---- i WATER EQUIP v I 1 I 1 I 1 O M I 1 ATTIC ACCESS W/STAIR GARAGE N 21"-8j1 (2)-1.75j1x12" NON. E-1.5 MNINUM LVL PRE—ENG'P. LVL BEAM 3-_211 16' X 7' OHGD 16"-0j1 22"-411 r �T 3"-211 RELONS I ELECT. METER 1 2 v� me. I"IlAD DA I H 0 0 N Im 2' VTR 2' VTR LAV i IJ i W/C ✓. jl� 1-1/2' VTR I TUB 2. L.T. PLUMBING RISER (N.T.S.) TO EXSTG 2"� VTR �I SHWR AREA TABULATION: EXST"G PROPOSED LIVING 12g6 767(24) 203q GARAGE 0 5qO 5qO COV . PORCH 312 Ig3(312) Iq3 FRONT ENTRY 0 51 51 NOT VALID WITHOUT ORIGINAL SIGNATURE 20 JULY 2018 \1 rr�dd TOTAL 1608 1265 2873 I of 14 DATE: 5-22-18 REVISIONS: . , O �E--.;� O � � 48 . cm O w ci g m ca NO O F 0 C 1i !Yu- OUzZ U4 Q IYco o E X Ln V r J u T� z Vg a �2Np G� W co �j tn w CCV L DWG. NO. 80522-1 V5140W SHEET: 2 TAn Of 0lg OF: 8 NAIL PATTERN ROOF & WALL SHEATHING SHEATHING 150 & 160 mph (Vult) Wind TRUSSES @ 24" O.C.\ USE SAME NAIL PATTERN FOR WALLS, MAY USE COMMON NAILS ON WALLS /2x4 SWAY BRACING GE & 48"O.C. EACH SIDE MAY USE 1/2" CDX OR 7/16" OSB WITH ASPHALT SHINGLES, WITH TILE OR METAL ROOFING, SEE PRODUCT APPROVAL OR Q (D USE 5/8" STRUCTURAL CDX SHT'G NAIL ALL ® 6"O.C. EDGES & FIELD WITH 8d RING —SHANK NAILS NAIL TO MEET THE FOLLOWING SPECIFICATIONS: 0.113" SHANK DIAMETER RINGS 0.012 GREATER DIAMETER THAN SHANK 16-20 RINGS PER INCH 0.280" FULL ROUND HEADS LENGTH 2" MINIMUM EDGE STRIP (D REQUIRES NAILS 0 4"O.C. WITHIN ENTIRE ZONE SEE DETAIL —rT�T- -7�- � a ro e Q s �G) Q °Q 2x6 12 H W/1/2"x4-1/2" LAG SCREWS 0 O O 00 G) (D 0) ((D 0 924" O.C. 2 GABLE END (TYP.) br 0 00 © © 0 3 WITH FLAT CEILING fff Building 2014 / CHAPTER 16 STRUCTURAL DESIGN / SECTION 1609.1.1 WIND LOADS NOT TO SCALE ASCE 7-10 TABLE 27.6-2 & ASCE 7-10 FIGURE 30.4-2B CHAPTERS 26 & 30, EDGE STRIPS AND END ZONES. THE WIDTH OF THE EDGE STRIP (A), AS SHOWN IN FIGURE ABOVE, SHALL BE 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR 40 PERCENT OF THE SAVE HEIGHT, WHICHEVER IS LESS OUT NOT LESS THAN EITHER 4 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR 3 FEET (914 MM). END ZONES AS SHOWN IN FIGURE ABOVE SHALL BE TWICE THE WIDTH OF EDGE STRIP (A) NAILING PATTERN FBC SIXTH EDITION FBC(R)(2017) DETAIL tkd May" Met Na ASTM 0226 TYPE I m TYPE 2 NT9 ASTM 0486q TYPE I OR TYPE 2 ASTM 06757 SELF-ADHERW ASm OM70 GRIP EDGE TO K MEGNANCALLY FASTENED @ VOL. MAX ABOVE 110 MPH OR 33 FEET 4-O.C. MAX &5"LT SHNOLES MUST MEET ASTM 3161 CLASS 'GUNDER 150 FPH, L1.ASS "F OR CLASS H OVER 150 ", A51M 766 CA33 H, OR TAB 107 N II ATTACH 1/2 " PLYWD OR OSB FASTENED WITH Sd GIRDER TRUSS NAILS ® 4" O.C. FROM BASE R TO TO P VE EXST'G TAILS ' \--EXST'G ROOF TRUSS APPR'D HANGER SHT G NAIL SCHEDULE NOr TO Scale REMOVE EXST'G WALL I I I I TY�.ITRUSS/GIRDER TRUSS CONECTION 1/20-11 WALL LEGEND: ,GABLE END TRUSS .20 BLOCKING @ 48" O.C. (Ist 4 ROWS OF TRUSSES) 2"x4" L-6RACE&A, TRUSS WEB MIN. q0% OF WEB HT. W/IOd NAILS94" O.C. (DOUBLE BRACE ABOVE 8' WEB FT.) ,I/2" CDX NAILED W/ 8d -(3)-16d NAILS @ GABLE BRACE OR USE 51MRSON GBC PER DETAIL 16d NALS @ 8" O.C. FROM BASE OF TRUSS TO P (3)-16d NAILS @ GABLE BRACE OR USE 5IMP50N GBC PER DETAIL �51MPSON LSTAIB FROM TOP P OF WALLTO EA. TRUSS WEB scale DENO PLAID SCALE: 1/411=I•—O" --- --- WALL TO BE REMOVED WALL TO REMAIN PRE-ENGD. ROOF TRUSSES @ 24" 0. BASIC DESIGN INFORMATION FBC(R) SIXTH EDITION (2017) BASIC WIND SPEED 160 MPH (Vult_) WIND IMPORTANCE FACTOR__ ASSCE_. RISK CATEGORY I I FBC 2017 WIND EXPOSURE FACTORC_____. INTERNAL PRESSURE COEFFICIENT +/-0.00 BASIC DESIGN WIND PRESSURE 2q PSF. ACCESSIBLE CODES: BUILDING DESIGNED AS OPEN PROTECTION OF OPENINGS- NOT REQUIRED 2017 FLORIDA ACCESSIBILITY CODE MAXIMUM DESIGN PRESSURES BUILDING CODE DATA: MWFRS HORIZONTAL/WALLS (+22,-17) ROOFS (+10,-Iq) SIXTH EDITION WHERE APPLICABLE: COMPONENTS & CLADDING 2017 FLORIDA BUILDING CODE ZONE -ROOF (+13 2017 FLORIDA BUILDING CODE RESIDENTIAL ZONE 2-ROOF (+13,-4q-4q) 2017 FLORIDA EXISTING BUILDING CODE ZONE 3-ROOF (+13,-4q) 2017 FLORIDA PLUMBING CODE THE DESIGN INDICATED ON CONSTRUCTION DOCUMENTS DOES, TO THE BEST OF MY KNOWLEDGE 2017 FLORIDA MECHANICAL CODE INFORMATION AND BELIEF, COMPLY WITH THE APPLICABLE BUILDING CODES. FLORIDA FIRE PREVENTION CODE SIXTH EDITION G.L.KAREL P.E. 51406 FLORIDA LIFE SAFETY CODE SIXTH EDITION BASIC STRUCTURE 2017 FLORIDA ENERGY CONSERVATION CODE 2014 NATIONAL ELECTRICAL CODE BASIC DESIGN INFORMATION FBC(R) SIXTH EDITION (2017) BASIC WIND SPEED 160 MPH (Vult) WIND IMPORTANCE FACTOR__I ASCE_. RISK CATEGORY I I FBC 2017 WIND EXPOSURE FACTOR___C_____- INTERNAL PRESSURE COEFFICIENT +/-0.18 BASIC DESIGN WIND PRESSURE 2q PSF. BUILDING DESIGNED AS ENCLOSED PROTECTION OF OPENINGS- REQUIRED PROTECTION OF OPENINGS- REQUIRED BY BUILDER SEPARATE ATTACHMENT MAXIMUM DESIGN PRESSURES MWFRS HORIZONTAL/WALLS (+21,-22) ROOFS (+10,-22), (-3q OVERHANGS) COMPONENTS & CLADDING 00" PLATE ZONE I -ROOF (+20,-31) 3/8" LAG SCREW ZONE 2-ROOF (+20,-54) @EA. TRUSS BELOW ZONE 3-ROOF (+20,-7q) MIN. 3" EMBED ZONE 2-ROOF OVERHANG (+2q,-63) 2"0" PLATE 3/8" LAG SCREW @EA. TRUSS BELOW MIN. 3" EMBED EXST'G TAILS HOUSE WALL 1/2" DRYWALL ON II P.T. DRILL/EPDXY FOR 12j1 1#5 ROD@48" O.C. MIN. 6" EMBED "PIGGY -BACK" WALL SECTION (TYP.) SCALE: 1/2"=I'-O" VERIFY STRAPS STRAPS PER ENGINEERING SEE TRUSS LAYOUT OR ROOF FRAMING DETAIL MT512-20 WITH 12-10d x 1—Yt" NAILS TOTAL TYPICAL , L5TA24 WITH 14-10d NAILS d EACH SIDE OF HEADER TO P05T USE 5P4-8 ®16 O.C. ON HEADER BEAM. MIN. ONE JACK STUD. (SEE HEADER SCHEDUL FULL LENGTH KINGgG tI�D J 11 ff�LEgP� CEREO AIL' ETHER 1 '1Od I/2" x7" EMB. ® 32'O.C. ..-„ USE 5P4-8 ® EACH 51UP & @] TRUSSES SP4-8 MINIMUM ONE (1) AT JACK STUD TO TOP PLATES AND ONE (I) AT KING STUD TO TOP FPLATES. HOLDOWN WHEN SPECIFIED TYPICAL FRAMED OPENING DETAIL Mrs SEE ANCHOR, STRAP & TIE —DOWN SCHEDULE NOT TO SCALE ZONE 3-ROOF OVERHANG (+2q,-106) WINDLOADS BELOW TO BE USED FOR OPENINGS ZONE 4-WALL FIELD (+34,-37) ZONE 5-WALL CORNERS (+34,-45) WITHIN 5 FEET OF CORNERS. OVERHEAD DOOR (+29,-32) 1 HL DESIGN INDICATED ON CONSTRUCTION DOCUMENTS DOES, TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, COMPLY WITH THE APPLICABLE BUILDING CODES. G.L.KAREL P.E. 51406 DESIGN SPECIFICATIONS THESE PLANS HAVE BEEN PREPARED TO MEET OR EXCEED THE REQUIREMENTS OF FLORIDA BUILDING, EXISTING BUILDING, OR RESIDENTIAL CODE 2017 SIXTH EDITION RE5IDENTIAL CODE CHAPTER 3 FOR WIND LOADS 115 MPH OR LESS OR ASCE 7-10 AND SECTION 160q FBC FOR WIND LOADS GREATER THAN 115 MPH ALL EXTERIOR WALLS ARE SHEAR WALLS. FLOOR LIVE LOAD 40 PSF ROOF LIVE LOAD 20 PSF GARAGE FLOOR LIVE LOAD 50 PSF CONCRETE SLAB OR OTHER ON GRADE 2500 PSI TIE-BEAM5/OTHER AB- 15 GRADE 3000 P51 MA50NRY (FM) 2000 P51 501L BEARING CAPACITY 2000 PSF-BREVARD COUNTY AND NORTH 1500 P5F-INDIAN RIVER COUNTY AND SOUTH TYPE '3' MORTAR ABOVE GRADE TYPE 'M' MORTAR BELOW GRADE REINFORCING STEEL 40,000 PSI STANDARD, 60,000 P51 AT LINTELS & BOND BEAMS ALL EXPOSED STRAPS, BOLTS, CONNECTORS TO BE GALVANIZED, MINIMUM. INSURE METAL FINISH IS COMPATIBLE WITH CHEMICAL IN TREATED LUMBER. STANDARD LAP FOR STEEL REPAIRS 24". COMPACTION OF SOIL FOR STRUCTURES 70 MEET q5% DENSITY, 018% OTHER WHERE NOTED, MODIFIED PROCTOR METHOD. CONCRETE COVER FOR STEEL PER BELOW: 3" CONCRETE CAST AGAINST EARTH (FOOTINGS) 2" CONCRETE EXPOSED TO WEATHER #6 OR LARGER 1-1/2" CONCRETE EXPOSED TO EARTH & WEATHER #5 OR SMALLER (SLABS) 1-1/2" CONCRETE NOT EXPOSED 70 EARTH OR WEATHER BUT PRIMARY REINFORCEMENT (TIES, STIRRUPS, HOOPS, ETC. BEAMS AND COLUMNS). 3/4" CONCRETE NOT EXP05ED TO EARTH OR WEATHER SECONDARY REINFORCEMENT #11 OR SMALLER.(SLABS, WALLS, JOISTS, BEAMS). -2"x4" MEMBERS - 3/8" 5CREW5@16" O.C. PLACE STAGGERED- 3" EMBED MIN. FRAME WALL R-11 INSUL. 1/2" DRYWALL STRAPS PER ENGNEERNG SEE TRU55 LAYOUT OR ROOF FRAMINC DETAIL PRE—ENC. TRUSSES I ' I - _--� Mrslz-zo w1rH Iz-loa x i J�^ NAILS TOTAL Tr ICAL ®z4 VAPOR BARRCR 1/21, CDX/OSB LSTA24 WITH 14—I0d NAILS ELEVATION SECTION EACH SIDE OF HEADER TO POST f USE SPDER BEAM, O.C. ONE5P4-8(1 MpTpJA NOT VALID WITHOUT ON HEADER BEAM. ONE (I) Al JACK STUD TO MIN. ONE JACK STUD. TOP PLATES AND ONE (11 OPENING FILL-IN DETAIL (SEE HEADER SCHEDULE AT KING 110 10 TOP 0PLA1E5, ORIGINAL SIGNATURE NOT TO SCALE FULL LENGTH KING CRIPPLE 20 JULY 2018 �ID �ppgqN�rrJLEsggprUbOggCETHER �,F K� AIbe 1I'hOd�AGGERED � r{eb"6 " 'i ,,, .G HOLDOWN WHEN SPECIFIED ;"^� ""` '"'" a=.�,.^"`,p" EMB. ®320C .P;'v 4, �,;+"j•trit :P"�,. TYPICAL FRAMED OPENING DETAIL SEE ANCHOR, STRAP & TIE —DOWN SCHEDULE NOT TO SCALE - - WALL OPIJG. SCHEDULE OPEN'G. R S FLO, H1. STU-.S IT+ - wFI 10' M2,6Z 8' 6' 34' 2 +4 FULL HT. STUDS W/ WALL OVER 10' KH o. 1406 �c X gSTATE OfL y DATE: 5-22-18 REVISIONS: D 0 (P M of) ID ,n LU IL {� N aA — } m x IL IL'LL C 111 u f n U "C4 Q C Pvc. NO. 80522-1 SHEET: 3 OF: 8 51UING (l TV.) PROPOSED LEFT SIDE ELEVATION SIUING � I TV.) PROPOSED RIGHT SIDE ELEVATION f rN. V r V✓ I.- V SIDING (1 YPJ REAR ELEVATION PROPOSED RIDGE VENT SIDING (TYP.) KUUr M UNr SCALE: 1/8"=1"-0" 12 MATCH t4 EXST"G t24" - >< ox MATCH - i Qu EXST"Gri Q NOT VALID WITHOUT ORIGINAL SIGNATURE 20 JULY 201 o 14 6 DATE: 5-22-18 REVISIONS: 0 ,DWG. NO. 80522-1 SHEET: 4 OF: 8 STATE Ofr u DATE: -ADJOININC WALLS AND FL00, ENCLOSING ON -SITE BUILT UP SHOWER RECEPTORS ARE REQUIRED TO HAVE A LINING MATERIAL PER FBC-R P270°I.2 UNLESS THE SHOWER HAS A FIBERGLASS SHOWER PAN ALL 120V 15A/20A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN THE DWELLING UNIT KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, BEDROOMS, SUNROOM, RECREATION ROOM, CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILAR AREAS SHALL HAVE AFCI PER 6TH ED. FBC-R ELECTRICAL NOTE: - PER 6TH EDITION FBC-R E4002.8 THE WEATHER PROOF COVER ON 15 & 20 AMP 125 ORI 230 RECEPTACLES INSTALLED IN WET LOCATIONS SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR NOT AN ATTACHMENT PLUG CAP IS INSERTED, ALL 1251/ (IAA 9, 00A1 orrr-o4Ari o¢ RHAI I RF ARC FP ALL 125 THE Ou - PANEL 120/240 VOLTS, 1 PHASE, 3 WRE, SOLID NEUTRAL. SQUARE 0 30/40 PANEL CKT. SERVNG BREAKER I WIRE WIRE BREAKER SERVING CKT. POIETRIP I SIZE SIZE TRIP POLE CONDENSING UNIT 2 40 8 1D 30 2 CLOTHES DRYER 3 4 AIR HANDLING UNIT 2 40 8 8 40 2 RANGE 7 8 9 11 PUMP 2 20 12 10 12 13 DISHWASHER 1 20 12 30 2 WATER HEATER 14 15 DISPOSAL 1 20 16 17 KITCHEN GFI 1 2015 1 MASTER BEDROOM/SMOKES 18 19 KITCHEN REFRIG 1 20 15 1 BEDROOMS 20 21 DINING 1 20 $12 15 1 LIVING ROOM 22 23 MICRO WAVE 1 20 15 1 FOYER/HALL BATH LTS 24 25 CLOTHES WASHER 1 20 15 1 GENERAL LIGHTING 26 27 BATHROOM GFI 1 20 15 1 GARAGE GFI 28 29 15 1 EXTERIOR LIGHTING 30 31 14 15 1 EXTERIOR WP GFI'S 32 33 34 35 36 37 38 39 40 41 42 NOTE: ALL ELECTRICAL FIXTURES TO REMAIN IN PLACE, EXCEPT AS NOTED ELECTRICAL PLAN 5CALE: 1/4j14-oj1 Main Ground Wire fram first means of disconnect. L L W A 2-1/2" Ian insulator t4. 1/4" by 6" long Co B Main Ground Wire To Ground Rod. ar PIP 9/16" Holes for future connections by other systems. INTER -SYSTEM BONDING TERMINAL 5-22-18 REVISIONS: 0 rTm 6 o ELECTRIC FIXTURE LEGEND E Qfg CLG. MTD, PADDLE FAN w� S.D. ® SMOKE DETECTOR r SMOKE/CARBON MONOXIDE DETECTORy CLG, MTD LIGHT CLG. NTD LIGHT W/PULL CHAIN P.C. € ® CLG. MTD. RECESS CAN LIGHT O WALL MTD, LIGHT U CLG. MD EXHAUST FAN $ SWITCH C� O� � $3 3-WAY SWITCH p DUPLEX RECEPTACLE �2 $ 1/2 SWITCHED RECEPTACLE] 220V RECEPTACLE N H SINGLE RECEPTACLE GFI GROUND FAULT INTERRUPTER WP/GFI WEATHER PROOF GFI 0 (P n V.P. VAPOR PROOF 101) (m � E Eli DISCONNECT LL m DISC. O (Y PANEL PANEL D7 N (DTV TELEVISION CABLE JU (0} X 1L U .� a P TELEPHONE - 1713 �- - L FLOOD LIGHT � d) � Q) ❑ D.B DOORBELL O O ❑CHINE DOORBELL CHIME�*J ❑ THERM THERMOSTAT c UNDER CAB LIGHTS CLG, MTO PENDANT LIGHT �i CLG. MTD FLRSCNT LIGHT r , z �CL -4/0 ALLM XNHW _ m U (3)4/0 ALUM LOAD SUMMARY: S.F. X 3= Q 3 ER CABLE/GRND 2 APPLIANCE CIRCUTS 3000 Z pg 2" GALV 200A RANGE WATER FEAIER DISPOSAL 8000 4500 1200 C 9 W _ to cg M.B. O GNP GARAGE/WP 1500 Vi 3RA PANEL MICROWAVE BATH G C�CUT 1500 �eR DRYER 5000 Z LAUNDRY CPCUIT 1500 Lw GROUND BUS■ #2 G GRND DISHWASFER 11200 /J� �I 1 W I SWTOTAL IST 10000 0100% 10000 m N REMPNDER 0 40% 9746 0=4�I AIR CONDITIONER 00 NEAT IOKWA65% 65 6500 FOOTING STEEL TOTAL ELECTRICAL SCIr MATIC (NTS) TOTAL : 240= MPS NOTE: ALL ELECTRICAL MATERIALS & INSTALLATIONS SHALL SERVICE TO 016 200 AMPS COWLY W/ APPLICABLE R20VISIONS OF 6TH ED. FBCA ELEO7RICAL, CHAPTER 34 TII 43, LOCAL CODES & POWER CO. DWG. NO. 80522-1 SHEET: 5 OF: 8 APPR"D HURR. STRAP 1 II I � Concrete Roor Main Level 4 AO0 (2)2x12 BEAM Optional #5 ReborSIMPSON AC4 �Ov �0'a•'Iv'pv �I., 1Ox �Aa•.'4. �Oa .ell' 16" P.T. POST Qe FTC @ CURB SIMPSON ABU44 �` C 5/8"x10" BOLT rerun {u a�"Az r U4 ,C. ',R SLAG a Iota E1 w a a su G"AC TO mama I#5 ROP@611 O.C.E.W. 2 EWTH � a C"mm 1" TYPICAL POST SECTION SHOWER RECESS DETAIL AT EXTERIOR WALLN.T.S. I/r-r-a 76'-0" —3 r---------------� -------------- 24"x24"xl6" PADS JI L----, W/I 5 ROD@6" O.C.E.W. ZTYP. 3 PLACES) I 12"xl2" THK'N EDGE o i PORCH o W/2#5 CONT p I I 15-511 EXPAND FOOTINGS AT EACH END o C 12 TO 2411x24" x 12" WITH 3-#5 EACH WAY, CONNECT TO EXISTING FOOTINGS, DOWEL OLD TO NEW FOOTINGS WITH #5 DOWELS 61, EMB. TO EXISTING WITH EPDXY I I I ' 16"x20" FTC I CONT I I i I 1gA_I�o RISE BEARING 8"x16" THK'N SLAB W/2#5 CONT - - - - - - - - - - - - - - - - :)DRILL/EPDXY FOR 1#5 R00@48" O.C. MIN. 6" EMBED i I I I I I I I I I I I I I I I I I 16d NAILS TO CLG JOfSTS� 2110" PLATE 211x4" #2 STUDS @24" O.C. TO 12'-0" HT. 1/2" DRYWALL(16" O.C.) 5/8" DRYWALL(24" O.C.) OR GYPSUM BD CERTIFIED FOR 24" O.C. STUDS 211x4": P.T. BASE PLATE BASE MLDG CONC. NAILS TO SLAB NON —BEARING WALL SECTION NEW BASE I/2"=1'-O" USE 2-STUD5@2CRIPPLE5 DETAIL OF 01 EA, SIDE OF OPNG igm 211x6" P.T. NAILERS EA SIDE OF OPNG W/l/2110-1/2" LAG SCREWS 20x6" NAILED TO HEADER @16" O.C. BEGIN 6" A.F.F. GARAGE DOOR OPNG. 1/2"=1'-O" 28"-4" I ; I I I I I I 4" CONC 2500 MIN.) W/FIBERMESH OVER 6 MIL I i VAAPOR BARRIER & WELL COMPACTED/TREATED FILL I \ I I I 12"x8" THK'N SLAB Cr SAME ELEV. m r I I ----- -----J RISE NEW TOP 0 NT512-20 STRAPS OR SEE �EXST'C TOP P 16d NAILS TO CLG JOISTS (2)2"x4" PLATE \APP'D STRAPS 2"x4" SPRUCE ANEW DOUBLE STUDS GYPSUM WALLBOARD EXST'G OR ADD p/ DOUBLE STUDS 2110"-P.T. BASE PLATE 16d NAILS THROUGH 15t STUD TO EXST'G BASE MLDG @ 12" O.C. 1/2110" EMB. ANCHOR BOLTS @ 32"O.C- --EXST'G BASE P /NEW WALLS CONNECTION NOT TO SCALE 6"Wx4"H d- 10 r CONC. PAD EXISTING MAIN HOUSE 220-- 011 I I ''---DRILL/EPDXY FOR N 1#5 ROD@48" O.C. MIN. 6" EMBED GARAGE I DRILL/EPDXY FOR `�� 12"x8" THK'N SLAB 1#5 ROD@48" O.0 MIN. 6" EMBED 12"x8" THK'N SLAB 3068 o 12"A? THK'N EDGE ; MI PORCH W/2#5 CONT - ,O ; 16"x20" FTC W/2#5 CONtO 165 THII CRNERS W/I#Row'O.C.E.W-�------------- -J � 1" " 6"-0" Ir 3A_2" 16_01" 30-211 16r-2" 8'-0" 2q'-6" 22"-4" 76r-0" FOUNDATION PLAN SCALE: 1/411=1A-a" NOTE: ALL DIMENSIONS APPROXIMATE: FIELD VERIFY q .° O.: :.. . ' •• ,; 16" C 16" INTERIOR BEARING SUBJECT TO UPLIFTS 1/2"=1'-0" 2"K' STUD5@24" O.C. MAX(TO 8'-0") 2"0" STUD5@16" O.C. MAX TO 1O'-0" 2"K' STUD5@12" O.C. MAX 12'-0") PRE-ENG'D. ROOF TRUSSES @ 24" O.C— FIBERGLASS SHINGLES OVER SELF -ADHERING UNDERLAYMENT PER ASTM P1670 1/2" COX(7/16" OSB) SHTG APPR'D. HURR. STRAP - @ EA. TRUSS ALUM. DRIP ALUM -CLAD / FASCIA VENTED SOFFIT APPR'D. HURR. STRAP @ EA STUD/TOP SIDING VAPOR BARRIER 1/2" CDX/OSB APPR"D. HURR. STRAP @ EA. STUD/I — 2"X P.T. 0- 1/2" ANCHOR BOLTS @21" O.C. — PIN 7" EMBEDDED DATE: TOP & BOTTOM EACH STUD 5-22-18 ALTERNATE CONNECTORS 1/2" ATR SYSTEM @ 48"O.C. REVISIONS: 8P4-8 TOP & BOTTOM EACH STUD PROVIDES 570#/FT UPLIFT RESIST INSUL, GRADE DRYWALL 0 iLD 2110" S.P.F. STUDS@ 16" O.C. & R-11 INSUL. (MIN) — I/2" DRYWALL 4" CONC (2500 NIN.) W FIBERM SH OVER 6 MIL V P02 BARRIER &•WELL COMPACTED/TREATED FILL NOTE: FTC. (MIN) 12" BELOW GRADE 16" TYPICAL WALL 5A6:CT/D/V 1/211= 1"—O" MTSI2-20 (RT20T) STRAPS STANDARD SPECIFICATION SEE NOTES ZZ (2)-MT5I2-20 (RT20T) STRAPS AT HEADERS IN KNEEWALLS SP 4 FRAME KNEEWALL 1/2" 055 SHEATHING NAIL 60O.C. ALL LOCATIONS 8d NAILS MINIMUM FOR 2X4 DIAGONAL BRACING /20X 5" EMB. BOLTS @ 32"O.C. OR HETA20 WHEN CONCRETE/CMU LINTEL OR WALL BELOW SP 4 MT5I2-20 WITH 12-I0d NAILS AT EVERY OTHER STUD FRAME BELOW USE SPI OR SP2 AT RETROFITS WITH 10-I0d NAILS TYPICAL KNEEWALL DETAIL CONNECTORS VARY SEE NOTES AND CONNECTOR SCHEDULE HEIGHT, SHEATHING, BRACING VARIES SEE NOTES O.C. KNEEWALL APPRV STRAPS f�Z0'@V \III\lll\\\ APPR"D STRAPS (2)2x12 BEAM APPR'D TOP, (2)2x4 VERT. ENDS 4"x4" P05T TO EA TRUSS ABOVE �20 It 112" CDX SHTG W/Sd NAILS @ G" O.C. 2x4 P.T. BASE APPR"D BA5E CAP PORCH CORNER DETAIL NOT TO SCALE F TRUSSES BLOCK WALL NOT VALID WITHOUT ORIGINAL SIGNATURE 20 JULY 2018 DWG. NO. 80522-1 01406 I SHEET: 6 STATE Of OF: 8 I STRAP PostflON ON Iu1FSTW POST \ TYPICAL FRAM WAIL STRAP BENT OVER TRUSS A WALED TO OPPOSITE SIDE TRUSS STRAP BENT OVER TRUSS AND HALED TO OPPOSM SIDE TYPICAL FRAM POST PLAN VIEW OF TYPICAL 2—STRAPS AT TRUSS nts FRAME TM 2-51RAPS PER 7U%P TO ARM MOST ECONONCAL CQIECTIOH TYPICAL 2-STRAPS PeR GIRDER TRUSS USED TO PRi LATERAL STABILITY 2-91RAPS AIM TO BE USED WERE THERE 15 NOT DJMW SLOACE AREA OF LUIM TO ALLOW FOR THE REO W NI'EER OF NA1S " VARIES FRO11 TRUSS TO TOM THE CRITICAL FACTOR IS THE NI OF NAILS MAPS SHOUD BE PLACED DIAGONALLY ACROSS PILL I' I) POSTS No HAL SNOU.D BE CLOSER THAN Y° OF EDtF, NO KW IN END CRW W NALS N SPACE WWII li!'BEAS. ALL. STRAPS LUST Se BENT OVER TOP OF TRUSS MD A MO OF I-M ON BENT OVER SIDE DOUBLE 2x4 SPF#2 STUDS (CRIPPLES) SINGLE 2x4 SF 2x4 SPF#2 STUDS @ ANCH TYPICAL CONNECTOR SCHEDULE AND ENGINEERING NOTES GENERAL NOTES IT IS CUSTOMARY TO FILL ALL NAIL HOLES IN STRAPS & CONNECTORS; THE SCHEDULES BELOW ARE FOR SPECIAL CASES, UNIQUE AREAS, AND FOR REFERENCE. NE TAP TYPICAL CONNECTORS AT FRAME BEARING WALLS USE SIMPSON SP4 OR SP6 TOP AND BOTTOM OF EVERY FULL STUD AND BOTTOM OF ALL JACKS (CRIPPLES) UNLESS ANOTHER STRAP IS SPECIFIED, ATTACH WITH 6-I0d EACH STRAP. USE SINP50N LSTA24 WITH IS-IOd NAILS DIAGONALLY ACROSS ENDS OF HEADERS FROM TOP PLATES TO POSTS AT EACH END. MULTIPLE STUDS OR STUD/JACK COMBINATIONS ARE CONSIDERED POSTS; NAIL POSTS TOGETHER USING 16d NAILS AT 6"O.C. ALL FRAME BEARING WALLS REQUIRE HORIZONTAL BRACING (KATS). MINIMUM 1/2" X7" EMB. ANCHOR BOLTS ® 32"O.C. UNLESS SPECIFIED OTHERWISE USE 2" WASHERS & NUTS AT ALL FLOOR PLATES, AND TOP PLATES ROUND WASHERS MAY. BE USED EXCEPT WHERE NOTED OTHERWISE BOLTS OR RODS MAY BE ATTACHED WITH EPDXY ADHESIVE -MINIMUM 7" EMBEDMENT DETAIL KAT & STUDS nts ALWAYS SET TRUSSES PER LAYOUT AND ENGINEERING THAT ACCOMPANY THE TRUSSES AT DELIVERY CONSULT ENGINEER FOR MISSING TRUSS COMPANY HANGERS OWNER/BUILDER TO CHECK FINAL TRUSS ENGINEERING FOR CHANGES AND REPORT ANY DISCREPANCIES TO ENGINEER FOR REVISIONS WHERE IT 15 DIFFICULT TO PROVIDE NUMBER OF NAILS SPECIFIED USING JUST 0 S R , TWO STRAPS MAY BE USED WITH TOTAL NUMBER OF NAILS AS SPECIFIED. MISALIGNMENT OF REBARS OR ALL THREAD RODS MAY BE CORRECTED BY EMBEDDING REBAR 8"INTO LOWER SURFACE AND SECURING WITH EPDXY ADHESIVE. NOTE THAT WHEN NAILING TRUSSES WITH METAL CONNECTOR PLATES 16P NAILS USE 1-5/8" X 8 GAUGE NAILS FRAME TRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANY. TRUSSES/RAFTERS TO FRAME WALLS OR WOOD BEAMS USE SIMP50N MT512-20 OR U5P PT20T USE MTS (RT20T) WITH 8—I0d NAILS FOR UPLIFTS LE55 THAN 500 POUNDS. USE MTS (RT20T) WITH 12—I0d NAILS FOR UPLIFTS BETWEEN 500-1000 POUNDS. USE MTS (RT20T) WITH II NAILS FOR UPLIFTS BETWEEN 1000-1500 POUNDS. USE 2—MT5 (RT20T) WITH 14—I0d NAILS FOR UPLIFTS UP TO 2400 POUNDS. USE SIMP50N SP4 OR SP6 TOP AND BOTTOM OF EVERY FULL STUD AND BOTTOM OF ALL JACKS (CRIPPLES) UNLESS ANOTHER STRAP IS SPECIFIED, ATTACH WITH 6—I0d EACH STRAP.UPLIFT WALLS ONLY USE SIMPSON L5TA24 WITH 18—I0d NAILS DIAGONALLY ACROSS EN05 OF HEADERS FROM TOP PLATES TO POSTS AT EACH END. UPLIFT WALLS ONLY MULTIPLE STUDS OR STUD/JACK COMBINATIONS ARE CONSIDERED POSTS; NAIL POSTS TOGETHER USING 16d NAILS AT 6"O.C. ALL FRAME BEARING, EXTERIOR, & SHEAR WALL SECTION REQUIRE KATS. USE NOMINAL WALL THICKNESS AT MID HEIGHT OR AT 48"O.C. WALLS GREATER THAN 10 FEET ALL THREAD RODS MAY BE USED AS AN OPTION FOR FRAME CONSTRUCTION ABOVE INDIVIDUAL CONNECTORS NOT REQUIRED WITH ATR OPTION PORCH HEADERS— (EXCEPT LVL BEAMS AS NOTED ON FLOOR PLAN) USE 2-2X12 SYP WITH 1/2" COX, NAIL SECTIONS TOGETHER WITH 5—I0d NAILS 12"O.C. ALTERNATING SIDES. USE 2—SIMP50N META20 WITH 14—I0d X 1-1/2" NAILS EACH STRAP AT EACH END OF HEADER. PORCH BEAMS ON CMU WALLS/COLUMNS USE 4-51NPSON META20 WITH 14—I0d X 1—I/2" NAILS EACH STRAP AT EACH END OF HEADER. CENTER COLUMNS PORCH BEAMS ON CMU WALLS/COLUMNS USE SIMPSON HUSC410 WITH 12-1/4'X3" TAPCONS TO CMU AND 12—IOdXI—I/2" NAILS TO BEAM. PORCH BEAMS TO CMU WALLS GABLE END & PARALLEL TRUSSES USE L5TA24, HETA20 OR RT20T STRAPS @ 24"O.C. MINIMUM 6—I0d TO FRAME MEMBERS NOTES: HOLDOWN5 WHEN USED, REQUIRE MINIMUM OF 2 STUDS OR SEE TRUSS LAYOUT MINIMUM WIDTH OF ALL BUILDING FOOTINGS IS 16". TRUSS BRACING LATERAL BRACING 15 REQUIRED AT BOTTOM CHORD OF ALL TRUSS ASSEMBLIES. LATERAL BRACING MAY BE IX3 CEILING STRIPS AT 16"O.C. NAILED WITH 2-8d NAILS EACH CRO55NC MEMBER OR 2X4 LUMBER PLACED ON TOP OF BOTTOM CHORDS OF TRUSSES (RAT RUNS) , APPROXIMATELY 8 FEET ON CENTERS, AND NAILED WITH 2-16d NAILS EACH MEMBER. ALL BRACING 15 TO BE CONTINUED UNTIL REACHING OPPOSITE WALL OR UNTIL REACHING TRUSS SET PERPENDICULAR TO BRACING. SWAY BRACING IS REQUIRED OF ALL TRUSSES; MINIMUM OF 2X4 WITH 2-16d NAILS EACH JOINT. SWAY BRACING 15 BRACING OF TRUSSES PERPENDICULAR TO TRUSSES, PROVIDE I BRACE FOR TRUSSES WITH VERTICAL CENTER MEMBER, 2 BRACES FOR TRUSSES WITHOUT VERTICAL CENTER MEMBER. ALL BRACING IS 10 BE CONTINUED UNTIL REACHING OPPOSITE WALL OR UNTIL REACHING TRUSS SET PERPENDICULAR TO BRACING, ALL EXTERIOR WALLS ARE CONSIDERED SHEAR WALLS {jl FLOOR TRUSSES (WHERE APPLICABLE) USE MINIMUM 1—HETA20 OR I—PT20T WITH 12—I0d NAILS ALL HEADERS TO BE 2-2X12 SYP#2. ALL STUDS TO BE 5PF#2 GRADE OR BETTER GABLE END OR PARALLEL TRUSSES —USE SIMP50N L5TA24 WITH 12—I0d NAILS TOTAL @ 2410.C.`OR SEE TRU55 LAYOUT Ho/dpwps A Taslen Tks F� H I_ 6�M4.EBEp Mu pronuuprelenele fp slmilrr aoanabn bamaa of rover aws11ad mar, I.-IY-�•, �- .'.' el aeiu msbllaAon, Di ppharloda, ay ' ` ors mmunmes m these ieums.. �. r' �e A ti HDU holdewns are prrdellected during Un Inanufactunrlg p � ra p o des, virtually eliminating deflection under load due t0 materialmU"�iyp6 a sLretnh. Nosy use Simpson Strong-Te° Strong-Onveo SOS HerdY-OUIy 0 G Connector screws wine inslsh easily, reduce fastener slip and Pop* a ,�,m"'w'A o • �. a grater net section when compared to bolts. ttn The HDU ended of hollows are designed m replace previous versions c ui the product such as PHOs as wall as bolted holds The HOUR 4 "II and 5 are direct replacements tnr the PHD25 and 6. respecDVety. HDUu a nl �a U5 l3rem hh11L43h', 5.978,130 •S F it- Jl It �..o ,diva . India rl#=aton on houwn p AVITS, contact Stepson Strong-Tia �,� """r"' ego '""B HOU SPECIAL FEATURES: oagWiw I lidems 1t1�a • n I's virtually eliminate deflection our to material stretch • Uses Stong Odve SDS Heavy -Duty Connector Serowe which install easily, reduce listener slip. and provide a grater riot I ° d see8on area of the post compared to bolls. camman^Sol I • Strang-DrIva SOS Heavy -Only Connector screws are supplied Me wit, the melodious t0 ensure proper Formula are Used. J — _ • No Snld balls to coumessink at openings. � MATERIAL: See lette FINISH'IiDU Galvanized;n i G'l!i OTT2Z-ZMAXe commit 072SS-stvmess star -•. e1pdj"! INSTALLATION. • See General Notes on page 45. Typical• The HOU molesno additional washer, the OTT requires a NDU Tie standard cut washer' '.: '7'_h be Installed vertical HOU Installation eaMan between the nut and ON sat Freon • Strong-Onve. SOS Heavy -Duty Connector screws Install best w9h a low speed high loops drill with a'A" hsx tied duvet '• CODES: Sea. page 12 for Code Reference Key CNarI. Horizontal HOU Offset Installation ab• '- — _ Han view)( ."F41eosepmduels we awuabO Wlme0tp11olW Porrpsbn Pzafealbn Bs (IJrvm1 &on'I7a 'aeov Ir r n.,:_e 45 AwPLgelPrOductso MlsPspa rraY aw, o aahaale m, firs A,�rveee opal phenF w4h SUn0.°an SRui-7le for p h& a 46 MOW e en Dimnaslpne _- Fedaara Mihiotmn WooO Member Thi°Imess ' In.) ASPwableTaHa LO 780 Orgil On at DEW SPFMF APOWN"eLaa Code Res W H e SD ACAPr eppnlba. ' b 4'9l,; -- 1'h Ai0 u ' Y 1825 7800 0905 OTi2Z 14 DTf2ZSD52b 9'A _ B'45. iK 'H, H, k BSOS'A x7,P B SOSf x1u._ 3 274 5 1a35 tl.128 8Sot ti'x2'A' 3 2145 RIGS e,1"� HDU2-SOS2.5 14 3 8% 31" 14n i 14A HA 6-SOB V'k2'A' 3 3075 2213 HOU4-SO32.5 10 3 101%, 3Y• is Hs if 11bSOS'Ak2'h' 3 4565 _Ptm 3285 - 0,114 IS HDU-505'1.5 H 3 13%. 3% 1ST 1% % 114140S'A1t2'6' 3 5045 406: 0,115 CO.F5 1OU3-BDS2:5 j 10 3 16Y^ 8'h Nn 154 A 20 SDS'Vi"x2%' 3 "i' CA4 6146 4 _ 5020 4¢4 4 7870 7870 5fifi5 0.113 4D'LlI-SDS2.5I 10 3 22'A 3Y. 1% IA _ 18. 1Yu 1 305DS Wx2'A' 1 96-SOS Yex2W SS 8045 N.37 8045 ed-PT.- 7755 .1P2 7H 4x5°' 111/5 ill 15 10770--:- ' HOU14-5032.51 7 3 25'rie SN 170 714" ... 10435 10350 at77 t177 IS La. F5 5%?a ANS 2 Holed HOUf4 eaowds.lode era Said m a 5A wide post (Mvila y 9 UJ h reporter heavy tvxendmr nor to acul lahulmd loba(sogill aAh Inikkowl. 4 Leadsam apdcaMs to Ovla bhm on in., now or wide fact ul post VALLEY TRUSSES USE VTCR PER DETAIL @ 48"O.C. USE A MINIMUM OF 2-CONNECTOR5 ON ANY TRUSS, OR MTS 12-20 PER PET P I 5-LOCATIONS 1 USE NU526 INXGIR`19�-R RSZ EXISTING � TRUSSES 10! TRUSS Cl2 BRIDGING (RAT RUNS) ARE REQUIRED USE 2x4 SPF#2 @ 721IO.C. OR Ix3 STRIPPING @ 16"O.C., OR SOLID WOOD Ix --SOFFIT SEE CONNECTOR SCHEDULE NOTES FOR DETAILS ALWAYS CHECK TRUSS ENGINEERING SUPPLIED WITH TRUSSES FOR ADDITIONAL BRACING AND STIFFENERS REQUIRED BY TRUSS DESIGN AND SHOWN ONLY ON TRUSS ENGINEERING STING TRUSS ADJ FRONT PORCH SEE DETAILS SHEET 6 9 TYPICAL CONNECTOR SCHEDULE FOR THIS SHEET SPECIAL CONNECTORS ARE NOTED BELOW AND SHOWN ON TRUSS LAYOUTS ALL TRUSSES TO FRAME WALLS OR HEADERS BELOW USE MT512-20 WITH (14)-I0d NAILS TOTAL, EQUAL NUMBER OF NAILS IN EACH MEMBER SOME TRUSSES USE (2)-MT512-20 EACH TRUSS, EACH END, WITH A TOTAL OF (10)-I0d Y Y" NAILS EACH STRAP, EQUAL NUMBER OF NAILS EACH MEMBER SEE TWO STRAP DETAIL FLAT STRAPS LSTA12-24 MAY BE USED IN PLACE OF TWISTED STRAPS TO FRAME WALLS OR HEADERS, OR TRUSSES BELOW USE WITH (10-14)-10d NAILS TOTAL, EQUAL NUMBER OF NAILS IN EACH MEMBER TRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANY EXCEPT AS NOTED VALLEY TRUSSES USE VTCR PER DETAIL @ 48"O.C" USE A MINIMUM OF 2-CONNECTOR5 ON ANY TRUSS, OR MT512-20 PER DETAIL BOTTOM CHORD LATERAL BRACING - USE 20 SPF#2 AT 84"O.C. LAP SPLICES LAP MINIMUM I TRUSS SPACE, CONTINUE PAST FRAMING MEMBER 6 INCHES TO AVOID END SPLITTING ALL FRAME BEARING, EXTERIOR, & SHEAR WALL SECTION REQUIRE KATS USE NOMINAL WALL THICKNESS AT MID HEIGHT OR AT 48"O.C. WALLS 10 FEET OR GREATER IN HEIGHT FRAME BEARING POSTS AT BI EACH END AND Cl2 EACH END USE 44 SYP#2 POST WITH (2)-HT5I6-20 (8)-I0d YI-1/2" NAILS EACH STRAP EACH MEMBER AT TOP & 2-5PH4 AT 1 EACH BASE (4-LOCATION5) ANCHOR BOLT WITHIN 6" OF BASE, POST MUST ZBE BRACED WITH KATS, SEE DETAIL KAT ALL BEARING WALLS \ T 1 \\L��5a FLAN 1 LO U BEARING WALL DESIGN IS FOR ALL THREAD RODS, TYPICAL CONNECTORS MAY BE USED INSTEAD OF ALL THREAD RODS, PER DETAIL ON SHEET 31 AND REQUIRE HDU2 HOLDOWNS PER DETAIL WHERE MARKED ON FLOOR PLAN IIHDII TYPICAL CONNECTORS ARE REQUIRED AT OVERHEAD DOOR AND SLIDING GLASS DOOR (2)-1.7511021I NON. E-1.5 MINIMUM LVL I. THE CONTRACTOR / OWNER--RtM SHNI REVIEW ORAWNCS FOR ACCURACY AND NTERPRETATM ANY OSCREPM M SHALL BE BROUGHT TO THE ATTENTION OF THE EKKfe / ARCHITECT PRIOR TO CONSTRUCTION, OR ORDKW MATERIALS, a q. TRUSSES. 2. THE FOLMATION PLAN SHALL BE VERFED BY THE CONTRACTOR 3. CONTRACTOR/ OWNER-&1LDER SHALL FIELD VERFY Df'ENSIONS. 4. CONTRACTOR/ OWNER-BULDER SHALL REVIEW TRUSS LAYOUT AFTER FINAL ENGPEERNG, AND APPROVE TRUSS ORAWkdGS PRIOR TO OWERM TRUSSES. NOT VALID WITHOUT ORIGINAL SIGNATURE 20 JULY 2018 LEE f f A ti 54 DATE: 5-22-18 REVISIONS: DWG. NO. 80522-1 ~� No. 1406 lisail =9'1{_ SHEET: 7 STATE Of r d � . _ORVD Ink.; G 018 4 adt�r��l�jAgAt ��t 4a Tibbetts Lumber To: Reaction 2820 Kirby Circle NE ---- Palm Bay, FL 32905 Valued Customer luh nwwer: 5002114 t (321) 409 9800 Fax: (321)409-9803 Paaa 1 Black No Date 071171fd 1307:22 instead: k6IlH ANU TEM ' Model. La No A,xolrc[No: 00UfJ0pWJ1 _ Da4 C lad' Sle Otfine: _ I Deriver �� ; None i 6604 PASO RGBLDS BLVD Sah"IN'ta. Inside Saks "' I Qnoe Nnubor 506204 Far ' I FORT PIERCE PO Nmoer: IZty: Truss Td: Span: Truss Type: Slope Reactions: 22-01 Jotnt2 Jotnta 1 1 101 H1P CJRDER d.00 2770 1853 3 Ant 22-Ott-OO COMMON Ja4nr2 Joa69 Iota 4.00 930 $21 s, r °✓ E26 -369 - -- 22-04-00 1 10J HNRI9P- )anti Jd816 4:u0 933 380 - ,« ✓�" _sett -3so Jo Jain816 33 n 9Joints 2 A04 L0400 HALFAII 2&0 " I 7 A 0, 5 Race, HIP Joins2 joints tU0 833 616 sae -398 ILM1LFkill' Joie2 Joi816 933 856 4.UU� ,pJS 465 �- lifl ! AgK 221N1-nit a>'✓`= 1 - A07 - 22-04-00 HALF H@ 4.00 Jolntz Joint? 933 ei6 r � -015 27r0 400 JOIM2 Joint) 1 A10 a IAL['tl@ too an816 die -004 - 1 All IIAr:P I<@ d.qk 980 3812 96 I 901 I 28-0&00 ' HALF Me too Joints484 2. lies 2uT5 2.1go Joint76 i -933673 I R02 28-WOO IIALP1nP Join Jost 12 0.00 l lots 1112 361 i 1 CiR3- y8-D8-00 r 41AIF.Ii1P J Jo nt 11 0.0E d,t7 iI f _-� -07e.. f7 _- Join J ,tit- tee I049 1112 1 I am 2a4>a-go HATE HIP 56^, 542 t0 1049 1112 Joint6 Jo 536 -090 6 6' 1 28-0&n0 B05 HATTim, - - 1943-00 Joint 2 Ja nt d 1 and H3P dWPHH 4A0 ' .95 1195 -575 5T5 -_- .. .... _.. 19-03-M 2 (]n2 _ COMMON �Jolnt2 Jomte 4.00l 92ti B20 _ - 19-03.00 1 Joint2 Jurors ..� 5 CO3 SCS60H 4.001 826 706 2.0e� .475 -311 - 19-031" 1. Cn8 MAU No0.m, Jdm2 Jomt7 820 701 _ 2 U01 453 -328 19-03-00 Jme2 Joint6 1 C09 HALE H@ V.OU 820 701 3 3.00 'PO -336 - STAGGERED NO CLOSER THAN THICKNESS OF MATERIAL CENTER TO CENTER SPACING SPECIFIED [-I" FROM EDGES NAIL FROM OPP051TE SIDES NAILING PATTERN FOR BEAMS Int-s BOLT SIZE & SPACING VARIES SEE TRUSS LAYOUTS IOd MINIMUM @ 12j10•C. Plated TtessCoarrettors Tibbetts Lumber 1 To: 2826 Kirby C4rcic NE ;Reaction FL 29 - Valued Customer Palm Bay, 3 OS Yr - - lob number 506204 (321) 409-9800 Fax: (321) 409-9803 PVi 2 Prof L KEI'[IIAND`mkk Block No: one: 07/17/I8 1 Moat] '. Lot No'. lcooddgleo: ourinucol--- Designer: / IIIIIIL ;Seavaas Bun: Inside Sal. Canmor.. St. Irons. Deliver To: 66114 li NOBLER BLVD: Hume: Phon Fax F. !W to Nun, ]0d204 ln _. • FOkA HIERCb. IP.O.NIrP1bPr: Qty'. Truss Td; Span: Truss Type! Slope, Reactions: 1 C10 19-03-00 : Jdnt2 Joint6 HnLF Men4.as 8 4 36 5 2,001 19-03-on, : Joint Joints e ^ 1 C12 FHIP atool5438 5,434 NP.F I 72.2a7 -2i324 -'I 81-n0-80 Jdnt2 doint3 lsi i� 8 CA CORNER TACK <.oal 269 43 '02 102 I <i26 :17 C "7 CJ3 03-0000 1 J t do2 J Jointo John45 <f3RNe111Af1t r too 253 0 45 - 42 -2J - � nz-la4w .. olntl Jon".1 JaMl3 //�� ' J C.L9A � ('ORN6RJAC1. 4. -33 65 49 -35 -54 -0 - i ' ..._ 05-00-00 . T Joint Joint3 Jobi 3 CJR CORNER fACK. 4:901 912 105 84 41 at 3 R5-ewn �- Jdnt 1 Joan 2 J°Ym3 - �I CJSA ICORNERTACK 4 A 182 117 87 T eA-�-00 COhA40N i0a Joint Joint Joint7 Jmn11 Joint 12 12 223 121 177 121 223 2 -259 - 9 -53 =28 -253 gR-gp.gg Joint Joint 40l 401 2 I F.02 CONISION 4.00 - Lees _ -za5 _ - - - I OS-OU00 - dnjoint3 Join Jl2 i 6 JOCK -OPEN MOP 12 iris I' -247 -et - 14 'R.16 D6'9Sn4 JACK-�N d,°W Jong 2 Joints Jaini se0 144 Ill Liss -118 07-0040 Joint Join Jol14 6 EJ7' :JACKUPEN £W. 380 19 122 4!e4 _ -129 i_-&ri R6•R$-04 I- .'HALF M@ ties. Joint 2 Jole9 atone Jones 239 56 163 121 r 1 -235 -25 -108 -25 07-e0,02 i Jo1nt2 Joint 4 Jonas 2 Bits1 DIAQOHAi HIP2.83 3Js C � 382 33 -e6 80 -20 2 IFJ7 09-18-01 DiAGONALH@ a.all Joint JdJesse 527 1023 1 5 .374 -035 405 74 1 , A101 RSiI&� MONOPrrCH 0.m Join Joints JUie6 257 37 221 -231 -39 -80 _ i lv r. Vol 19.0445 VALLEY teal Jant1 JaintS Jde6 Joni Joints 144 1M 398 223 398 1 .61 41 213 45 -213 -- - - 1 V02 -- 150405 .VAIbEY 4.08 �' Jale t Ja11Ae Joni 678 222 6Je 1sCst10 i. Lire -113 zoo_._ Jnint I Joint Jones156 11-114-0$ 1 VO3. A'>LLP,Y 0.°° f 8 166 - -� - 62 1 Lie Lie -162 rill STRAPH6. See SEE ENGINEERING NOTES FOR: MINIMUM NUMBER OF STUDS AND BOLTS/NA HOLDOWN MAY NOT BE REQUIRED SEE a iER < MIS predoef is preforoble to similar caenaciors because of /^'~ r j &tor tnalalfah'on, b bi izer toads, c tower installed east, at 5. '4cmi:, a ea' 4 i Or a OOmbreallon of these features. Natant '+. I¢7 - tj 'f 77313873 6 1 , The GBG provides a proven, tested Connection for the anchorage of 5 6Q3,590 rp ®' i4 e '` building stablhi bracingtothe top of the gable end wall. With allowable ,` ,:, gym. 1.0 ��• • /lr bracing installa itio angles between 40' to 60'. the GBG offers greater •P: flexib9dv in a connector rated for both tension and compression loads. i MATERIAL:16 ga[4 e �/° • :.I ���� FINISH: Galvanized .� I INSTALLATION: ���� e.. • Use, all Specified fasteners. See General Notes- • The GBC must be installed in Pairs to achieve full load capacity. CODES: See page 12 Tor Code Raference Key Chart. Typical GBC Installation Fasteners OFISPAlfowadleteads(t6D} SPF/HFAllowable toads(M) per Perpendicular in ufawall i _ Perpendicular to Eudwall(F2) - tale End off del 0 41Y . Connector Toward GBC. l Away from GBC Toward AndnOrs AYJay frotte Anchors Clt� F2 Bid IReq'd . cable Top ..: Gable grace Angle, Gable Brace Angle Gable Brace Angle Gable Brame Angle Net. TJVV6R9 eilOR - ', arace Plates 40••45° 46 60 i 411 -4 46°-6g° 40°-45° 46'•gg` 4D°-45 A6°-64- .. Fp ta- Dii° -- G®� 2 5,Bdx1°h 7-8d 4 635 ! 570 ^25 r 32,, 53n 480 355 275 .. - . IllF12 AWAYt 'tic a 40 r �t 1. For 13%+x 3 it (or largell LVL gable brace, the allowable load atW to 95' Is 635 red. toveaNs anchors, kNall r+abla eves_ 5151bs isifrom andours 2. Loads Pava been Increased :0%for wind or earthquake loading whh no further increase allowed; Plate ._ Hui at - --'- ulpludes I-T-4 ofPlWes aduoewlholeInner leads goner. . rc#L 1 3, Use a minimum 2x4 gable brace. Larger members may be uses. 4. NAIL5:8d = 0,131di7 x 2/] long, 8dxl'a = 0 13V dia. x 1 Wong Typical Sloped installation Set pages' 22-2a for other nrll sizes and'inf uCt ntlan 14 COUPL Tibbetts Lumber To: Reaction 2820 Kirby Circle N� Pslm Bay. FL 32905 Valued Customer Johxnml3ar .1062o4 - (321)409-9R00 Fax: (321)4119-9803 rose: 3 Pmjerr KEITH AND TFRA Tri la Led, i9;1 IR 13:C732 M vie _ ( IY "-5 I UI1 N'L Ac..d Nn 000011 wit INw t, N,041•ASrJ Itl1BLL9llLVU. Uc lgav7 81ae6Peuon PFnre 1as;tl %ht� rite F Q11019�UInbe! -G5204 - 'r;GRI hIbStC:V.. P9. Ntunben Qtyi 'truss to: Sp6u: l'rnss'I cpe; $Ictul t Reactions: r 14UU S2 Joel I Jant6 Jaint7 Join18 ' - vArt+Y tun 211 156 192 446 -- 47 -.dn 9J -G -]ne IG-ODr2 I Jnmt5 Joints Jdnt7 'VAt LCY too v36 tab art 476 -07 -G3 -ids -226 a-� _ 1&00-12 : Jaiitt joint a Jolnt7 JafR.a " Joi537 ♦ , VOG cAOLc 4.90 V 23 ]83 -i6 -0a _ is -152 -aa -z9a a =lr 2J-n2.11 J 13 -J I s �oinl.2u 3a nL I I ,o t 12 u 1 y r VM1t,y uU 49 35 393 365 321 1 59 -162 t97 -182 Ei.1111Fi Join13 is It Joalld Jo, dote 14 L,LLS' 4.00 178 2 2 293 302 302 36a i 2e lot .Me 196 IOAO-R0 Joint Jong aontz 4. oAH -55 -155 -324 .._�' ON-11&I16 eau doors n: ] jc,.:3 ( till a tlLe 259 '_... 1.....- '95 -137 06-U0.1H1 I Jd l Jm185 ill 11ANl:e R,911 ties 1s5 As l r_ 04-00-00 JoiIII 2 17 2 /iA _ ' Lxl.x 4 u- J I S11 r11 Ill .- -0r ss -._ JOfftR MI41 dam 6. Ja 'rM? ' 11-0912 L ] \' 13 rAuur' aU9 9 h a 17 1 -13 -zc n66 -214 -� JoInN Jdnte U3-10.08 ` .. I vl4 WrLC 4rw V6 76 - -36 �d6 07-10 08 ' Jotnt5 Jal.16 1 V15 ?^JJ.F.U' 4,09' z'^ r26 1 101 0800-00 joint 6 JOI2 Ja126E ' .... I {=(5 44LU1' 4.IIU' `E9 - 292 268 311... _..__ 155 - _ -213 SWAY W-AGNG^ WHEN PX4' NOMINAL LUf'6ei comnf a to OPPOS ROOF M LM SIFFNER &.OG1NG, MATCH 50 TO e0FFA5 (CROW d ATTACH WM ISO NA1.5-24IO.C. ACROSS ENTRE SPAN. DAYS PEA 6ilGlF£RlJG 9POCIpICATg9. WAIL OR BEAM SLVPORTM TRW HIP TRUSS BRACING its BRACING OF THE TRUSS SYSTEM (DIAPHRAGM) IS REQUIRED TO RESIST SHEAR FORCES BOLTS/NAILS TRUSSES OR RAFTERS NOTES. /CONNECTOR SEE ENGINEERING WASHER & N ALL -THREAD R ATS STUD WALL ER NUT THIS HOLDOWN M J,[ WASHER & N - 4 4 . 4 s 4 e 4 AA a d� J'A- . 4'A 'A 'A U'A ALTERNATE WHERE APPLICABLE SIMPSON USE 4-10d NAILS TO TRUSS BELOW 5-10d x 1-1/2" NAILS TO STUD, VALLEY MTS12-20 with Minimum 5-10d Ea Minimum lx8 Plate Nail to Truss with 3-10d i NOTES UT WE NY BE OMITTED -SEE NOTES JT CONCRETE OR \NUT 7" EMB. MASONRY BOND BEAM NUT OR V BOLT IN CMU BOND BEAM MAY BE ATTACHED WITH EPDXY ADHESIVE -MINIMUM 7" EMBEDMENT Plow Tnf" Comrocfm R EO nna k pi0den prhMtaeaM aa at eakv asbeaUOAI a)wa#0r beds, 9)wmlndaried a a camtamtlal a Hem IaRnma. �a9 The new VTGR Is single - sided valley tines clip that provtdas a positive connection between the valley truss and the supporting framing ba Nor Installed on top of the root sheatning, ;t eliminates the need to add a support wedge under the valley truss or to bevel the bottom Chord to match the roof pitch, •S Single -sided for ew construction or retrofit ape licato s- eon be Installed Brier the valley truss is set In place • Accommodates pitches from 0112 to 12/12 • Can be installed on either beveled or non -beveled bottom chords • Installs with nails or Simpson Stroll -Thee Strong-Oriva°SO structure -connector oeareneei0rcnmeeor. screws MATERIAL: 18. gauge FINISH: Galvanized g g INSTALLATION: • The dome holes server in Installing the fasteners into the supporting framing at approximately 45°. CODES: See page 20 for Code Reference Key Chart, VFCR U.S. Parent 6,840,020 V, SIMPSON .Soon Tie. x` Pon 0n nF aP Aliowebk Loads IF Allowable lards Medal eueW+deg ! pPF, Cods Na, Sappoldd9 laaOmTnNa Roof Pitch (150P DWralaad' Uplift,160)DPW/126/ Net FI°Iilllp (160) n00/tt51Yt5/ta0) (iS0) 1100(116/[26ryfi0) <4/12 370 _ 790 320 655 410d 3-10dz1'R 4/12 to 12/12 370 790 320 665 VTCR - - <4/12 390 790 335 656 4-SO A9k2d'' 3-Sn #9xlIN 412 to 12,112 500 790 430 655 1, Uplift loads hate been Increased ed 60%for wind or earthquake leadin with no funhar increea showed, P a 6s 4 9 a 2Leads are baud en e lai0over SorY'in0.inanaver or nd anow3ha upllloads ae28b If (DFIP) and Cars Its (eRFMF) whensaoltednth na smr 370[D e r[iF/SI'1 -20 with Minimum 5-10d Each Member 2x4 Block with 2-16d Each End Use Double Block Rafter Over 8 Feet S12-20 with Minimum 5-10d Each Member Minimum Height Direct Bearing on COX & Truss Minimum 2" Height of Rafter at Truss CONVENTIONAL VALLEY SET OR FRAME KNEEWALL TO TRUSS ROOF FRAMING nts Requires Full Sheathing Below Valley Access May be 2206 Into Valley USE 2" ALL THREAD RODS @ APPROXIMATELY 48"O.C. EXCEPT WHERE NOTED 811 RODS WITH HDU2 HOLDOWNS HDU4 HOLDOWNS, WHEN USED, ARE REQUIRED AT END OF ALL SHEAR WALL SECTIONS AND/OR OPENINGS GREATER THAN 3 FEET, SEE CIRCLED ALL THREAD RODS FOR LOCATIONS ALL THREAD ROD MAY BE USED WITH HDU2 AND CONTINUE TO TOP PLATES PER DETAIL TYPICAL METHOD FOR HOLDOWNS USING ALL -THREAD RODS NTS FOR SIZE, LOCATION, AND EMBEDMENT OF ALL THREAD RODS- SEE FLOOR PLAN NOTES. TYPICAL CONNECTORS NOT REQUIRED WITH ATR OPTION EXCEPT WHERE OPENING EXCEEDS ATR SPACING (ALL -THREAD ROD) BOLTS OR RODS MAY BE ATTACHED WITH EPDXY ADHESIVE -MINIMUM 7" EMBEDMENT TYPICAL CONNECTORS USE SIMPSON SP4 OR 5P6 TOP AND BOTTOM OF EVERY FULL STUD AND BOTTOM OF ALL JACKS (CRIPPLES) UNLESS ANOTHER STRAP IS SPECIFIED, ATTACH WITH 6-I0d EACH STRAP, USE SIMPSON LSTA24 WITH 18-I0d NAILS DIAGONALLY ACROSS ENDS OF HEADERS FROM TOP PLATES TO POSTS AT EACH END. MULTIPLE STUDS OR STUD/JACK COMBINATIONS ARE CONSIDERED POSTS; NAIL POSTS TOGETHER USING 16d NAILS AT 6'I0.C. ALL FRAME BEARING WALLS REQUIRE HORIZONTAL BRACING (KATS). ALL THREAD RODS MAY BE USED AS AN ALTERNATE FOR FRAME CONSTRUCTION ABOVE INDIVIDUAL CONNECTORS NOT REQUIRED WITH ATR OPTION EXCEPT AT OPENINGS EXCEEDING ATR SPACING USE 2" ALTERNATE WHERE APPLICABLE SIMPSON USE 4-10d NAILS TO TRUSS BELOW 5-10d x 1-1/2" NAILS TO STUD, VALLEY MTS12-20 with Minimum 5-10d Ea Minimum lx8 Plate Nail to Truss with 3-10d i NOTES UT WE NY BE OMITTED -SEE NOTES JT CONCRETE OR \NUT 7" EMB. MASONRY BOND BEAM NUT OR V BOLT IN CMU BOND BEAM MAY BE ATTACHED WITH EPDXY ADHESIVE -MINIMUM 7" EMBEDMENT Plow Tnf" Comrocfm R EO nna k pi0den prhMtaeaM aa at eakv asbeaUOAI a)wa#0r beds, 9)wmlndaried a a camtamtlal a Hem IaRnma. �a9 The new VTGR Is single - sided valley tines clip that provtdas a positive connection between the valley truss and the supporting framing ba Nor Installed on top of the root sheatning, ;t eliminates the need to add a support wedge under the valley truss or to bevel the bottom Chord to match the roof pitch, •S Single -sided for ew construction or retrofit ape licato s- eon be Installed Brier the valley truss is set In place • Accommodates pitches from 0112 to 12/12 • Can be installed on either beveled or non -beveled bottom chords • Installs with nails or Simpson Stroll -Thee Strong-Oriva°SO structure -connector oeareneei0rcnmeeor. screws MATERIAL: 18. gauge FINISH: Galvanized g g INSTALLATION: • The dome holes server in Installing the fasteners into the supporting framing at approximately 45°. CODES: See page 20 for Code Reference Key Chart, VFCR U.S. Parent 6,840,020 V, SIMPSON .Soon Tie. x` Pon 0n nF aP Aliowebk Loads IF Allowable lards Medal eueW+deg ! pPF, Cods Na, Sappoldd9 laaOmTnNa Roof Pitch (150P DWralaad' Uplift,160)DPW/126/ Net FI°Iilllp (160) n00/tt51Yt5/ta0) (iS0) 1100(116/[26ryfi0) <4/12 370 _ 790 320 655 410d 3-10dz1'R 4/12 to 12/12 370 790 320 665 VTCR - - <4/12 390 790 335 656 4-SO A9k2d'' 3-Sn #9xlIN 412 to 12,112 500 790 430 655 1, Uplift loads hate been Increased ed 60%for wind or earthquake leadin with no funhar increea showed, P a 6s 4 9 a 2Leads are baud en e lai0over SorY'in0.inanaver or nd anow3ha upllloads ae28b If (DFIP) and Cars Its (eRFMF) whensaoltednth na smr 370[D e r[iF/SI'1 -20 with Minimum 5-10d Each Member 2x4 Block with 2-16d Each End Use Double Block Rafter Over 8 Feet S12-20 with Minimum 5-10d Each Member Minimum Height Direct Bearing on COX & Truss Minimum 2" Height of Rafter at Truss CONVENTIONAL VALLEY SET OR FRAME KNEEWALL TO TRUSS ROOF FRAMING nts Requires Full Sheathing Below Valley Access May be 2206 Into Valley USE 2" ALL THREAD RODS @ APPROXIMATELY 48"O.C. EXCEPT WHERE NOTED 811 RODS WITH HDU2 HOLDOWNS HDU4 HOLDOWNS, WHEN USED, ARE REQUIRED AT END OF ALL SHEAR WALL SECTIONS AND/OR OPENINGS GREATER THAN 3 FEET, SEE CIRCLED ALL THREAD RODS FOR LOCATIONS ALL THREAD ROD MAY BE USED WITH HDU2 AND CONTINUE TO TOP PLATES PER DETAIL TYPICAL METHOD FOR HOLDOWNS USING ALL -THREAD RODS NTS FOR SIZE, LOCATION, AND EMBEDMENT OF ALL THREAD RODS- SEE FLOOR PLAN NOTES. TYPICAL CONNECTORS NOT REQUIRED WITH ATR OPTION EXCEPT WHERE OPENING EXCEEDS ATR SPACING (ALL -THREAD ROD) BOLTS OR RODS MAY BE ATTACHED WITH EPDXY ADHESIVE -MINIMUM 7" EMBEDMENT TYPICAL CONNECTORS USE SIMPSON SP4 OR 5P6 TOP AND BOTTOM OF EVERY FULL STUD AND BOTTOM OF ALL JACKS (CRIPPLES) UNLESS ANOTHER STRAP IS SPECIFIED, ATTACH WITH 6-I0d EACH STRAP, USE SIMPSON LSTA24 WITH 18-I0d NAILS DIAGONALLY ACROSS ENDS OF HEADERS FROM TOP PLATES TO POSTS AT EACH END. MULTIPLE STUDS OR STUD/JACK COMBINATIONS ARE CONSIDERED POSTS; NAIL POSTS TOGETHER USING 16d NAILS AT 6'I0.C. ALL FRAME BEARING WALLS REQUIRE HORIZONTAL BRACING (KATS). ALL THREAD RODS MAY BE USED AS AN ALTERNATE FOR FRAME CONSTRUCTION ABOVE INDIVIDUAL CONNECTORS NOT REQUIRED WITH ATR OPTION EXCEPT AT OPENINGS EXCEEDING ATR SPACING USE 2" 1, Uplift loads hate been Increased ed 60%for wind or earthquake leadin with no funhar increea showed, P a 6s 4 9 a 2Leads are baud en e lai0over SorY'in0.inanaver or nd anow3ha upllloads ae28b If (DFIP) and Cars Its (eRFMF) whensaoltednth na smr 370[D e r[iF/SI'1 -20 with Minimum 5-10d Each Member 2x4 Block with 2-16d Each End Use Double Block Rafter Over 8 Feet S12-20 with Minimum 5-10d Each Member Minimum Height Direct Bearing on COX & Truss Minimum 2" Height of Rafter at Truss CONVENTIONAL VALLEY SET OR FRAME KNEEWALL TO TRUSS ROOF FRAMING nts Requires Full Sheathing Below Valley Access May be 2206 Into Valley USE 2" ALL THREAD RODS @ APPROXIMATELY 48"O.C. EXCEPT WHERE NOTED 811 RODS WITH HDU2 HOLDOWNS HDU4 HOLDOWNS, WHEN USED, ARE REQUIRED AT END OF ALL SHEAR WALL SECTIONS AND/OR OPENINGS GREATER THAN 3 FEET, SEE CIRCLED ALL THREAD RODS FOR LOCATIONS ALL THREAD ROD MAY BE USED WITH HDU2 AND CONTINUE TO TOP PLATES PER DETAIL TYPICAL METHOD FOR HOLDOWNS USING ALL -THREAD RODS NTS FOR SIZE, LOCATION, AND EMBEDMENT OF ALL THREAD RODS- SEE FLOOR PLAN NOTES. TYPICAL CONNECTORS NOT REQUIRED WITH ATR OPTION EXCEPT WHERE OPENING EXCEEDS ATR SPACING (ALL -THREAD ROD) BOLTS OR RODS MAY BE ATTACHED WITH EPDXY ADHESIVE -MINIMUM 7" EMBEDMENT TYPICAL CONNECTORS USE SIMPSON SP4 OR 5P6 TOP AND BOTTOM OF EVERY FULL STUD AND BOTTOM OF ALL JACKS (CRIPPLES) UNLESS ANOTHER STRAP IS SPECIFIED, ATTACH WITH 6-I0d EACH STRAP, USE SIMPSON LSTA24 WITH 18-I0d NAILS DIAGONALLY ACROSS ENDS OF HEADERS FROM TOP PLATES TO POSTS AT EACH END. MULTIPLE STUDS OR STUD/JACK COMBINATIONS ARE CONSIDERED POSTS; NAIL POSTS TOGETHER USING 16d NAILS AT 6'I0.C. ALL FRAME BEARING WALLS REQUIRE HORIZONTAL BRACING (KATS). ALL THREAD RODS MAY BE USED AS AN ALTERNATE FOR FRAME CONSTRUCTION ABOVE INDIVIDUAL CONNECTORS NOT REQUIRED WITH ATR OPTION EXCEPT AT OPENINGS EXCEEDING ATR SPACING USE 2" WASHERS & NUTS WITH ATR'S AT ALL FLOOR PLATES, AND TOP PLATES MINI"IUIN Wit X7" EMB. ANCHOR BOLTS (5 321I0,C. UNLESS SPECIHEP OTHERWISE I. THE CONTRACTOR / OWNER-BU.DER SHALL REVIEW DIIZAWW FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF TFE ENGt1EER / ARCHITECT PRIOR TO CONSTRUCTION, OR ORDERING MATERIALS, a q. TRUSSES, 2. THE FOUNDATION PLAN SHAD. BE VERGED BY THE- CONTRACTOR 3. CONTRACTOR/ OWNER-BU.DER SHAD. FIELD VERIFY W-00N5. 4. CONTRACTOR/ OWNER -BALDER SHALL REVIEW TRU85 LAYOUT AFTER FINAL ENGNEERNG, AND APPROVE TRUSS DRAWINGS PRIOR TO ORDERING TRUSSES. NOT VALID WITHOUT ORIGINAL SIGNATURE 20 JULY 201 DATE: 5-22-18 REVISIONS: Cq i� U! E 46 N -1 <cq a 1-- L DWG. NO. 80522-1 0.51406 ;f�lA TATF_ Of? rAOF: 8 PEk ti i L J11Y1lAh11, DWG. NO. 80522-1 0.51406 ;f�lA TATF_ Of? rAOF: 8 PEk ti i L J11Y1lAh11,