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1320 Siler Lake Ct (A) 18-3957PLAN PREPARED FOR: FOUND 3/8" IRON ROD 24' OAK x �-. 2 x K O � 04 NI N N x I 10' BUILDING SETBACK' PROPOSED MILLED ASPHALT DRIVE O 3 O . 00 t 0 F NGRESS/EGRESS & UTILITY EASEMENT z z OFFICIAL RECORDS BOOK 1744 PAGE 720 -- X—�1t-----7('---x-s SILVER LAKE COURT WlbowM --------------- T 333.80 M I N89'58'38"E : 4 ) EAST ASPHALT ROADWAY 333.60' R) I I aHu a+u = OHU mu OH;'—', o"u POINT OF BEGINNING OHU — ol+u ol+u — orlu — ol+u —I — ol+u — ol+u -- or+u oHu -- oHu — oHu — a+u -- OHU— ol+u 0"U— oHu vvl I mil �I i gel In r zZI I I ` POINT OF COMMENCEMENT �l CENTER of SECTION 7-20-31 I EAST 52.20' (R) N89'30'14"E 52.58' (M) S69*00'00"E 38.28' (R) 68'37'29"E 38.40' (M) 40" OAK --- X 18" OAK Z � U a 5Em b'" N S89'58'39"E 69.27' (M&R) O HU --- OHU _ ' OHU S89'56'1 6"W WEST -SITE BENCHMARK SET MAG NAIL ELEVATION=50.16' oHu - OHUJ---- OHU OHU - OHU 1 15-INGRESS/EGRESS EASEMENT OFFICIAL RECORDS BOOK 6867, PAGE 791 AND BOOK 6867, PAGE 791 - OHU - OHU SITE BENCHMARK SET MAG NAIL ELEVAIION-49.29' 1 1 1 I 1 I I i 1 1 I I 1 1 1 I 1 1 1 1 1 I - oHU - vliu 1 I 1 I 1 1 1 1 i 1 1 1 I 1 I 1 1 1 I I I 1 I 1 1 1 I i 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 I I 1 I 1 1 1 211.38' (M) 212.09' (R) ASPHALT ROADZA_Yl. 296.24' (M) 296.11' (R) NORTH 280.65' (M) 281.36' (R) \\`111111111/// ,cS • SOS -\GENS�c No. 81395 O %?tOF �\ .O' STATE •�, 11 �l✓/pliq PROPERTY INFORMATION OWNERS: PAUL HAMMERL & HOLLY NELSON SITE ADDRESS: I*il SILVER LAKE COURT, SANFORD, FL 32773 PARCEL ID: 07-20-31-300-004K-0000 LEGAL DESCRIPTION: COMMENCE AT THE CENTER OF SECTION 7, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN N 00'15'00" W ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 7, A DISTANCE OF 857.67 FEET; THENCE RUN EAST PARALLEL WITH THE SOUTH LINE OF SAID NORTHEAST 1/4 A DISTANCE 333.60 FEET TO THE POINT OF BEGINNING; THENCE RUN N 01'09'59" W. A DISTANCE OF 225.12 FEET, THENCE RUN EAST A DISTANCE OF 52.20 FEET, THENCE RUN S 69'00'00" E, A DISTANCE OF 38.28 FEET; THENCE RUN EAST A DISTANCE OF 69.27 FEET, THENCE RUN S 10'13'12" W. A DISTANCE OF 214.76 FEET, THENCE RUN WEST A DISTANCE OF 114.52 FEET TO THE POINT OF BEGINNING. ZONING: SR1A BUILDING SETBACKS: 25' FRONT 20' REAR 10' SIDES m WATER VALVE 16" OAK o T7 CQ.) 2e PINE ® 36 OAK POWER LINE "o.r OAK 28" OAK (TO REMAIN) N EXISTING TREE I40" (TO BE REMOVED) ' • 18' OAK ti. 10, BUILDING ISETBACK 26&34" OAK p 9 20" OA® iz 27" OAK 0 2 a� I� 24" OAK 35.9' 4 ' io NOT INCLUDED � N 48" OAK I A/C 12.T bl4.3' 20 PALM ' ^ ^ 17.7' O 66.0' PROPOS SEPTIC (PROPOSED CONCRETE i� DRIVE PROPOSED n 1 -STORY 48" OAK RESIDENCE FLOOR ELEVATION 0 FF EL ' I 5.0' 51.50' �+ f 34.7' 34.0' .. ....e�►,.18 .. OK `l 0 27.0' 5� OAK '3"OA g 16.1• 24" OAK 3 . � ' \ N v, m m 36' OAK � 3 M v) a \ b �0" OAK v MC z 6 ' ti T : j :� N. 1 Z O 'v^� i 10.0' - 11 --�----�-: t ------------------------- ----------------------------------------------- I � I WEST ------ S$ • 114.52 ' R ------------ 1 -IA -46. 1�L1------------------------�eo_os'1� 181.59 R — — — — — — — HU --- OHU _ ' OHU S89'56'1 6"W WEST -SITE BENCHMARK SET MAG NAIL ELEVATION=50.16' oHu - OHUJ---- OHU OHU - OHU 1 15-INGRESS/EGRESS EASEMENT OFFICIAL RECORDS BOOK 6867, PAGE 791 AND BOOK 6867, PAGE 791 - OHU - OHU SITE BENCHMARK SET MAG NAIL ELEVAIION-49.29' 1 1 1 I 1 I I i 1 1 I I 1 1 1 I 1 1 1 1 1 I - oHU - vliu 1 I 1 I 1 1 1 1 i 1 1 1 I 1 I 1 1 1 I I I 1 I 1 1 1 I i 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 I I 1 I 1 1 1 211.38' (M) 212.09' (R) ASPHALT ROADZA_Yl. 296.24' (M) 296.11' (R) NORTH 280.65' (M) 281.36' (R) \\`111111111/// ,cS • SOS -\GENS�c No. 81395 O %?tOF �\ .O' STATE •�, 11 �l✓/pliq PROPERTY INFORMATION OWNERS: PAUL HAMMERL & HOLLY NELSON SITE ADDRESS: I*il SILVER LAKE COURT, SANFORD, FL 32773 PARCEL ID: 07-20-31-300-004K-0000 LEGAL DESCRIPTION: COMMENCE AT THE CENTER OF SECTION 7, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN N 00'15'00" W ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 7, A DISTANCE OF 857.67 FEET; THENCE RUN EAST PARALLEL WITH THE SOUTH LINE OF SAID NORTHEAST 1/4 A DISTANCE 333.60 FEET TO THE POINT OF BEGINNING; THENCE RUN N 01'09'59" W. A DISTANCE OF 225.12 FEET, THENCE RUN EAST A DISTANCE OF 52.20 FEET, THENCE RUN S 69'00'00" E, A DISTANCE OF 38.28 FEET; THENCE RUN EAST A DISTANCE OF 69.27 FEET, THENCE RUN S 10'13'12" W. A DISTANCE OF 214.76 FEET, THENCE RUN WEST A DISTANCE OF 114.52 FEET TO THE POINT OF BEGINNING. ZONING: SR1A BUILDING SETBACKS: 25' FRONT 20' REAR 10' SIDES m WATER VALVE (R) FIRE HYDRANT CQ.) UTILITY POLE —JOHU— POWER LINE FF EXISTING TREE EL (TO REMAIN) EXISTING TREE (TO BE REMOVED) WM WATER METER (R) RECORD (M) MEASURED (R&M) RECORD AND MEASURED FF FINISH FLOOR EL ELEVATION W D wZ Q W J J Z 0 J J W m PLAN PREPARED FOR: HAIi/iMERL &. NELSON RESIDENCE EAST NORTH 1 N 1 i I I I 1 I t I I 1 1 I I t 1 I 1 1 #pI t 1 I oN� I 1 i 1 1 M I POINT OF COMMENCEMENT CENTER OF SECTION 7-20-31 It 1 i 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 i I \\1111111111�,�// sod � 5 . � �ICENS� •,�T � No. 81395 J 0,�' STAT OF i �s '•� R P . �� /' i PROPERTY INFORMATION OWNERS: PAUL HAMMERL & HOLLY NELSON SITE ADDRESS: 111-1!'0 SILVER LAKE COURT, SANFORD, FL 32773 PARCEL ID: 07-20-31-300-004K-0000 LEGAL DESCRIPTION: COMMENCE AT THE CENTER OF SECTION 7, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN N 00'15'00" W ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 7, A DISTANCE OF 857.67 FEET; THENCE RUN EAST PARALLEL WITH THE SOUTH LINE OF SAID NORTHEAST 1/4 A DISTANCE 333.60 FEET TO THE POINT OF BEGINNING; THENCE RUN N 01'09'59" W, A DISTANCE OF 225.12 FEET, THENCE RUN EAST A DISTANCE OF 52.20 FEET; THENCE RUN S 69'00'00" E, A DISTANCE OF 38.28 FEET; THENCE RUN EAST A DISTANCE OF 69.27 FEET; THENCE RUN S 10'13'12" W. A DISTANCE OF 214.76 FEET; THENCE RUN WEST A DISTANCE OF 114.52 FEET TO THE POINT OF BEGINNING. ZONING: SR1A BUILDING SETBACKS: 25' FRONT 20' REAR 10' SIDES LEGEND wv WATER VALVE RECORD FIRE HYDRANT ccb UTILITY POLE —JOHU— POWER LINE FINISH FLOOR EXISTING TREE ELEVATION (TO REMAIN) EXISTING TREE (TO BE REMOVED) WM WATER METER (R) RECORD (M) MEASURED (R&M) RECORD AND MEASURED FF FINISH FLOOR EL ELEVATION w D z Q w J J Z O J J w i PLAN PREPARED FOR HAMMERL &NELSON RESIDENCE +'.11.02 I +51.14 I FOUND 3/8" j IRON ROD:�, i +54.96 X EAST 52.20' (R) N89'30'14 "E 52.58' (M) S69W00'E 38.28' (R) 68'37'29"E 38.40' (M) EA +50.76 f, S89". +50.33 "_ X X BASIS �F BEARJG +50.56 S89'58'39"E o F- -\ 69.27' (M&Ry +50.15 lf) N 151.01 C4 +50.49 Q v CV +5�3- T__7 �� n �. --51.00•----+1s1.os +61.94 cy a 51.11 I\� +50.89 +50.49 +50.22 +50.92 / I / +508 t10NO 'n .79 `♦ � +50BUILDI IX j II +50.43 ^ a9. +81.84 5 `` 1 \\ .05 a� I I ; +50.49 + QQ�z I x a+ 13 38 \\ +50.88 +8040 +80. 0 +50.52 4 I I \ 4 +50.62 10' BUILDINGAI 51.33 •� 35 51:05 -�.� 21. +50.58 SETBACK 1.03 � +50.54 I ri +50.15 N a I 8222--.�t.51.90 �7 014.3' ' +50. 9 I Al 12.7' c O +4 96 Lo 0 17. r PROPOSED 66.0' SEPTICPROPOEp (CONCRETE 1 S50. SEPTIC J I DRIVE 1 PROPOSED +� g°�p 1 1 -STORY RESIDENCE+5o.15 + .62 +50.31. FF EL ' +49.66 +51.22 PROPOSED MILLED I ��0' 51.50' ASPHALT DRIVE --v 3st'!r 34 27.0' +51.08 4. 54.08 l 3 i $ +49.71 +49.22 M a > c 's Ai+49.21 ' • ` o \ Q, d0 Inc z +49.84 ', N y \00 V ` eV +49.78 n N n. n• � NGRESS/EGRESS do UTILITY EASEMENT ,I 53.70 I 1 z Z 10.0• +4.32 +49.27 OFFICIAL RECORDS BOOK 1744, PAGE 720 ; +49.39 +49.22 -..-------_----X--, _ -_------I I -51.00 ►A 1A +3018 SILVER LAKE COURT Wb 130A / :Em49.87 �� ° ►P' I � � WEST I „ Xt! 114.52 y R a 181.59 --- ♦�---------------- Imo,--�r�- b �i Ya LL4.4F -�'- ---- g-------------�$2�08's� ___ -_-- ♦♦ N89'S8'38'E ��- �.. / "T ♦ ---- - e ?------- a ---uhu ---- OHU ♦ I EAST ASPHALT ROADWAY ^ / 333.80 M ♦ e OHU -4-- OF1U -- 0 -" r / 333.60' �R� II ♦ OHU OHU OF1U OHU 0HU -- 01iY1- - OHU -- U _ CHU •�- OHU 1 moo •�^� / oHu oHu----oHu--- S89'56'1 6„W `� F:�'oHu-OHu POINT OF BEGINNINGh5OHU OHU OHU -- OHU OHUOHUCHU oHU -- CHU CHU oHu -- OHU OHU OHU OHU WEST HMARK 115' INGRESS/EGRESS EASEMENT SET MAG NAIL SITE BENCHMARK OFFICIAL RECORDS BOOK 6867, PAGE 791 ELEVATION-49.29'SET MAG NAIL AND BOOK 6867, PACE 791ELEVATION50.16' I i mZ / ► -4 % %n / 1 N t 3119 1 N 1 1 � I 1 1 1 1 1' it 33:I i 1 I sNI t Itz?l 1 1 I I t 1 i I t I 1 i 1 POINT OF COMMENCEMENT I l CENTER OF SECTION 7-20-31 I 1 I 1 NORTH 280.65' (M) 281.36' (R) 211.38' (M) 212.09' (R) 's' N NOTES 1. SURVEY INFORMATION PROVIDED BY REPUBLIC NATIONAL JOB NUMBER 180830 DATED 8/24/18. 2. ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4572801 NAVD 88 DATUM. 3. SUBJECT PROPERTY LIES WITHIN ZONE X ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM RATE MAP, PANEL NUMBER 12117CO070F, DATED SEPTEMBER 28, 2007. 4. TO THE FULLEST EXTENT POSSIBLE, STORMWATER RUNOFF SHALL BE DIRECTED TO THE STREET. A DESIRED MINIMUM SLOPE OF 1% SHALL BE MAINTAINTED FOR GRADING. 5. STORMWATER RUNOFF SHALL NOT DE DIRECTED TOWARD NEIGHBORING PROPERTIES. SWALES SHALL BE INSTALLED, IF REQUIRED, TO DIRECT STORMWATER TO THE DIRECTION INDICATED ON THE LOT GRADING DETAIL. 6. ALL GRADING SHALL BE ON-SITE ONLY. NOTE: ALL SWALES, BERMS AND SIDE SLOPES TO BE SODDED. MATCH 3.1 5 �_ OPE MATCH GRADE MqX SCOPE 3.1 1I,p7C L GRADE 6" MIN. TYPICAL SWALE DETAIL SCALE: NTS LOT GRADING DETAIL TYPE "8" DRAINAGE (TYPICAL FHA -HUD LOT GRADING) DRAINAGE BOTH TO STREET & TO REAR LOT LINE C-3 ----- ��. PROPERTY INFORMATION ASPHALT ROADWAY-, 29 24' (M) 296.11' (R) OWNERS: PAUL HAMMERL & HOLLY NELSON SITE ADDRESS: 1320 SILVER LAKE COURT, SANFORD, FL 32773 PARCEL ID: 07-20-31-300-004K-0000 LEGAL DESCRIPTION: COMMENCE AT THE CENTER OF SECTION 7, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN N 00'15'00" W ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 7, A DISTANCE OF 857.67 FEET; THENCE RUN EAST PARALLEL WITH THE SOUTH LINE OF SAID NORTHEAST 1/4 A DISTANCE 333.60 FEET TO THE POINT OF BEGINNING; THENCE RUN N 01'09'59" W. A DISTANCE OF 225.12 FEET; THENCE RUN EAST A DISTANCE OF 52.20 FEET; THENCE RUN S 69'00'00" E, A DISTANCE OF 38.28 FEET; THENCE RUN EAST A DISTANCE OF 69.27 FEET; THENCE RUN S 10'13'12" W. A DISTANCE OF 214.76 FEET; THENCE RUN WEST A DISTANCE OF 114.52 FEET TO THE POINT OF BEGINNING. ZONING: SR1A BUILDING SETBACKS: 25' FRONT 20' REAR 10' SIDES 9/16/16 ♦�`� S.'.. so ''%, LEGEND 1 1 ♦♦` \GEN �..•t WVWATER VALVE WM WATER METER z No.81395 = FIRE HYDRANT (R) RECORD (M) MEASURED .fl -• .� �`CU3 UTILITY POLE (R&M) RECORD AND MEASURED %� STATE OF ;' �44/: -IOHU-- POWER LINE FF FINISH FLOOR �� '•• F 6��;•.. moo`` EL ELEVATION X 50.13 EXISTING ELEVATION III 1 t t % DRAINAGE ARROW (PROPOSED FLOW) 9/16/16 BULDING CODS: 3URI5DI= AUHDF\fY - 1>EM1NOLE C.D1V 1101 FAST FIRST 57= AMFORD, FL 32771 (407) Cn(o5-7050 AD= CODES: BUILDING: FLORIDA BUILDING CODE - 2017 (W/ NO AMENDMENTS) EIRE: FLORIDA FIRE FREVE00N CME - 2017 CHAFER 3L - (NFFA, 1 (!I NFFA 171 W/ STATE FIRE MARSHALL AMENDMENTS) FL MG: FLORIDA BUILDING CODE, FLYVbIWG -2017 MECHWCAL: FLORIDA BUILDING CEDE, MECHANICAL - 2017 ELECRICAL: FLORIDA BUILDING CODE, BUILDING - 2017 CHAFER 27 - (NFFA 70, NATONAL ELECQRICAL CODE) A=5IBILW. FLORIDA BUILDING CJDE, BUILDING - 2017 CHAPTER 11 - (FLORIDA A=551LfiY CSJDE FOR BUILDING C0N57RUCTiCN) ENERGY: FLORIDA BUILDING CME, BUILDING - CSJDE CHAFER 15 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING. CJNSRU=) :SMFE OF WORK: NEW OKE STORY HOUSE FLAN WITH ATFACHF.D GARAGE MMTACI INFORMATION: DESICIER: UNON DESIGN, INC. 2000 SUNDERLAND ROAD WINTER SINGS, FL_ 32708 (407) 7Y -1933 FHOME =AC: = LEFORE HERNANDO CAST ANO ARCHITECT - FL AR98618 415 E. Pine St. Ste. 614 -Orlando, FI 32801 321.945.0242 / ebtcorpoyahoo.com I—IT N L—j- N/ Ll Il E FIR 11 Il !S Il � Il 2S e1 C � � d 3 15ZO v�� LAK� COUKT ��c SAj C)�D, -0 -DA 32773 V 1) 00AF Z0 -51 -OOZF 0000 co- °o°o°o°o°o°oo°o CD Q A/C- LYING CARACE EKWY LANAI TOTAL UNDER ROOF 2,120 -69. f' 4 700 ,59. fe�--t 210 '59. fef--t 3�5 .59. fe-1-I 3,405 .59. re- EXTER OR D MENS ONS : .I i DRAWING IN 'I COVER SHEET/ ET/ SI I f - PLAN �- �-_' I C•71 �NI�)!•\ 1 ICON ��` nN /.\ BLOCK PLAN M�--FLOOR ' 7 PLAN NOTES = 0IMI N' -;ION SECTIONS ; I ICON, 1-'L\N MIER MIC-, iNgirmll!''I'mi -7 ELEVATIONS VAI ION` FRONT RI__!`\ J �illillillilli/•\-, I �I V/•\ I IL)IN ��f- T C/) BLOCK, OETA�LS neo FASTENERS M, FRAMING DETAILS I 1 1 �_' �- %�\ I�✓1 I N C� ISI I /A\ I ' n 1 OL 1 ROOF LAYOUT RECORD COPY ■■ MINIM ■■■ ■■■ Mimi ■■■ • ■■■ MINIM ■■ ONE ■ • ■■■' a■ILI CZ Uj o 0 > co IBJ C:) CZ I Uj mwlm N Uj C CZC FINEW" a� L1J Date= LST DRAFT U) CL) Q � z J o� Print Dat W Q L1J Date= LST DRAFT z Q � z J 7-11-18 Print Dat Drawn b LLJ 00 J I- ts) C/) CV (:D C o N Cy') cd co I* -- Co J LL O LL - Z Q W REVIEWED POR CODE COMPUANCE o _ cn" PLANS EXAMINER o DATE C Revision Date= LST DRAFT 2-20-18 DRAFT 5-22-18 FM— PLM 7-11-18 Print Dat Drawn b 0) eY - 7-11-2018 3CE LEfCIT- 0 as File Name: Scale: DESIGN STATEMENT: C:) t-AYNERl- db 1114'-1'-0" 1 THIS DRAWING MEETS THE STRUCTURAL rg �.,� C REQUIREMENTS OF A.S.C.E. 7-10 AND THECD FLORIDA BUILDING CODE 2017 (6TH EDITION) ' �� o00 CDE THE MINIMUM DESIGN PRESSURES FOR M.W.F.R.S. �,°` I'Q. e = — o ARE DETERMINED BY A.S.C.E. 7-10 CHAPTER 27, SECTION 27.5 J '`�77 Z T- U PART 2: ENCLOSED SIMPLE DIAPHRAGM BUILDINGS p •;z& CO USING TABLES 27.5-1, 27.6-1 & 27.6-2 e' o ROOF/MEAN HEIGHT 25' OR LESS DESIGN WIND SPEED 140 MPH, RISK CATEGORY II ` " °° �,�',' �` `t J Q o EXPOSURE CATEGORY C ° CSC s U LL BUILDING ENCLOSEDCD INTERNAL PRESSURE. COEFFICIENT +/- 18% WALLS +/- 42.8 P.S.F.`'`�. ROOF +/- 42.5 (based upon zone 3 pressures for all roof pitches) z w `n � amR� ¢ �- +'• b THE MINIMUM DESIGN PRESSURES FOR COMPONENTS & CLLO AgDI , o Z = ARE DETERMINED BY A.S.C.E. 7-10 CHAPTER 30, SECTION 3C�:5'-ORS?ULl.,plFa QL IS�OI m $ PART 2: LOW RISE BUILDINGS (SIMPLIFIED) A PERMIT ISSUED S BALL HL. COwsTRUED TO gcta . w � •a` USING TABLES 30.5-1 & FIGURE 30.5-1 LICENSE TO PROCEED WITH THE WORK AND NOJ�"- .= LLi M WALLS (ZONE 4) +28.62 P.S.F. -30.96 P.S.F. AUTHORITY TO VIOLATE, CANCEL; ALTER OR Slft; q WALLS (ZONE 5) +28.62 P.S.F. -34.59 P.S.F. ASDE ANY OF THE PROVISIONS OF THE TECHNIgjL--_ Ln ROOF PITCH 7-27 DEGREES coaEs, NOR SHALL ISSUANCE OF A PERMIT PRE�rI qw T THE BUILDING OFFICIAL �RQM THEREAFTERm ROOF (ZONE 1) +16.44 P.S.F. -26.17 P.S.F. REQUIRING A CORRECTION OF ERRORS IN PLAP< W Sheet*: ROOF (ZONE 2) +16.44 P.S.F. -45.52 P.S.F. CONSTRUCTION OR VIOLATIONS OF THIS COLE ROOF (ZONE 3) +16.44 -67.31 P.S.F. o COMPACTION TEST 0At,2I- aaKFt� UIREDResults to he Verified4at Slab Inspection #18- 3 9 57 11 FOUNDATION NOTE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI, R SLUMP OF 5" PLUS OR MINUS 1", HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. ALL CONCRETE SLABS SHALL BE 4" AS SHOWN WITH 6x6x10 WOVEN WIRE MESH OR FIBERMESH. 3. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL COMFORMING TO ASTM A-615 GRADE 40. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-165. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 5. SLABS SHALL HAVE A 6 MIL POLYETHELENE VAPOR BAR- RIER WITH 6" LAP ENDS AND SIDES. 6. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 7. HORIZONTAL FOOTING BARS SHALL BE BENT V-0" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED. 8. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYPICAL. 9. HOLLOW LORD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH R MINIMUM NET COMPRESSIVE STRENGTH OF 2,000 PSI. 10. MORTAR SHALL BE TYPE "M" OR "S", CONFORMING TO ASTM C270. 11. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI SLUMP 8" TO 11". 12. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS W/ THE CELLS FILLED WITH COARSE GROUT. 13. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS, REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYP- ICALLY UNLESS OTHERWISE NOTED. 14. REINFORCING STEEL MUST MAINTAIN 3" CLEARANCE FROM ENDS/CHAIRS. 15. SOIL TO BE COMPACTED TO AS LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY RSTM-1557 (MODIFIED PROCTOR) - AT NEW CONSTRUCTION ONLY. OWNER IS RESPONSIBLE FOR COMPACTION TESTS AND DENSITIES. 16. ALL SOIL TO BE 2,000 POUNDS PER SQUARE FOOT MIN. 17. ALL DETAILS AND SECTIONS S HOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRU- ED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, UNLESS OTHERWISE NOTED. 18. JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING STANDARDS: (1) RSTM R82 FOR JOINT REINFORCEMENT, WIRE ANCHORS AND TIES, (2) ASTM R36 FOR PLATE, HEADED, AND BENT BAR ANCHORS, (3) ASTM 8366 FOR SHEET METAL ANCHORS & TIES. 19. A CONTINUOUS LOAD PATH BETWEEN FOUNDATIONS, WALLS, AND ROOFS SHALL BE PROVIDED. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED IN THE STANDARD BUILDING CODE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMEND- ATIONS. WHERE FASTENERS ARE NOT OTHERWISE SPECIFIED, FASTENERS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 1705.1 0 FTHE STANDARD BUILDING CODE (SEE APPENDIX E), SIZES GIVEN ARE FOR COMMON WIRE NAILS. 20. ALL CONTINUOUS VERTICAL OR HORRIZONTRL BARS IN FOOTINGS, FOUNDATION WALLS, SLABS AND OTHER CONC- RETE SHALL BE LAP -SPLICED WHERE NECESSARY OR DES- IRERBLE BY WIRING, MINIMUM SPLICE AT 25". 21. LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED IN MORTAR OR GROUT WITH A MINIMUM COVER OF 5/8" WHEN EXPOSED TO EARTH OR WEATHER AND 1/2" WHEN NOT EXPOSED. 22. REINFORCING STEEL SHALL BE #5 BARS. WHERE TWO #5 BARS ARE REQUIRED WITHIN THE SAME GROUTED MASONRY CELL OR BOND BERM, ONE #7 BAR MAY BE SUBSTITUTED. WHEN TWO BARS ARE REQUIRED IN THE SAME CELL OR BOND BEAM THEY MAY RLWO BE BUNDLED TOGETHER. 23. FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REIN- FORCING BARS SHALL BE 3" IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CON- TACT WITH THE EARTH OR 1 1/2" FOR #5 AND SMALLER BARS AND 2" FOR #6 AND LARGER BARS WHERE CONCRETE WILL BE EXPOSED TO EARTH OR WEATHER. 24. FOR CAST -IN-PLACE BOND BEAMS WHERE CONCRETE IS NOT EXPOSED TO WEATHER, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 1 1/2" REGARDLESS OF BAR SIZE. 25. A SOIL OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOTTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH OR THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE SLEEVE TWO PIPES GREATER THAN THE PIPE PASSING THROUGH. 26. FOOTING SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOOTINGS ARE LEVEL. THE BOTTOM OF ALL FOOTINGS EXCEPT MONOLITHIC SLRB- ON-GRADE FOUNDATIONS SHALL BE A MIN. OF 12" BELOW FINISHED GROUND LINE. 17. FOOTING DOWEL BARS SHALL BE PROVIDED FOR ALL REQ- UIRED VERTICAL WALL REINFORCEMENT IN THE FOLLOWING LOCATIONS: (1) AT ALL CORNERS (2) AT WALL ENDS (3) AT EACH SIDE OF OPENINGS. DISTRIBUTE ODD SPACES EVENLY BETWEEN CORNERS AND OPENINGS, SEE DRAWINGS FOR OTHER LOCATIONS. 28. ALL VERTICAL WALL REINFORCEMENT SHALL BE TERMINAT- ED IN THE BOND BEAM WITH A STANDARD HOOK, THE HOOK SHALL EXTEND TO THE UPPERMOST HORIZONTAL REIN- FORCEMENT OF THE BOND BEAM AND SHALL BE EMBEDDED A MINIMUM OF 6" INTO THE BOND BEAM. 29. IF STEMWALL EXCEEDS 32", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL 0 4' ON CENTER MAXIMUM. 30. IF STEMWALL EXCEEDS 48", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL a 4' ON CENTER MAXIMUM AND 1 #5 HORIZONTAL R 24" ON CENTER IN U -BLOCK. 31. IF A DOWEL IS MISSED, APPLY W/EPDXY (SIMPSON #ET) W/6" EMBEDMENT, DRILL 3/4" DIA. HOLES FOR #5 DOWELS. PLUMBING NOTES ALL PLUMBING TO BE INSTALLED IN ACCORDANCE WITH THE 2017 FLORIDA RESIDENTIAL BUILDING CODE - PLUMBING WATER SUPPLY PIPING OUTSIDE HOUSE (FROM METER TO HOUSE) MAY BE PVC. ALL WATER SUPPLY PIPING WITHIN HOUSE AREA (INCLUDING BELOW THE SLRB) MUST BE CPVC. WATER SERVICE PIPE & FITTINGS SHALL BE A MINIMUM OF 1" IN DIAMETER AND SHALL BE SIZED TO PROVIDE PRESSURE PER THE FLORIDA PLUMBING CODE. ORDINANCE 604.4 OF FPC (2017) - APPENDIX "J" TO STANDARD PLUMBING CODE. 1. TANK TYPE WATER CLOSET VOLUME TO BE 1.6 GALLONS. 2. WALL MOUNT WATER CLOSET VOLUME TO BE 3.5 GALLONS. 3. WATER - FLOW RATE. PUBLIC FACILITIES: 0.5 G.P.M. PRIVATE FACILITIES: 2.2 G.P.M. SHOWER HERDS: 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. FIBERGLASS SHINGLES, ASTM D 225 OR RSTM D 3462. ATTACHED W/(6) ROOFING NAILS PER STRIP OR (2) ROOFING NAILS PER INDIVIDUAL SHINGLE. 26 GUAGE GALV. STEEL 4x4 L FLASHING. - #15 FELT PAPER, ASTM D 226 TYPE 1 OR ASTM D 4869 TYPE 1, OVER SHEATHING TEMPORARILY FASTENED, LAPPED 2" 15/32' PLYWOOD SHEATHING W/ 8d NAILS 6 O.C. EDGE & FIELD 0" O.C. 19 GABLE END TRUSS) W/ CLIPS ON PRE-ENGINEERED TRUSSES IT 24" O.C. (TYPICAL). SEE ELEVATION FOR ROOF PITCH. ANCHOR ER. TRUSS 1211 26 GA. GRLV. DRIP EDGE o OVER FASCIA z w 0 TYPICAL EDGE z Z 3 1/2" GYPSUM CLG. DIAPHRAGM (USE Sd COOLER NRILS 9 4" D.C.) REMRINDER „ TO BE RT 7" O.C. u I� PRECAST REINFORCED CONCRETE LINTEL u II P.T. FURRING li W/INSULATION u ii 1/2" DRYWALL u u n II ii 8"x16" BLOCK n PIPING "° 1-#5 ROD ® FILLED CELL PIPE (6" DIR. MAXI II" SLEEVE (DIA. LARGER THAN PIPE 00 „ PRECAST CONC. SILL D Jill 2500 P.S.I. CONC. 11 ° 6x6 10/10W W M W00 BRSE,DOOR TRIM 2-#5 RODS ON CHAIRS VAPOR 16" BARRIER TERMITE TRERTED,CLERN, COMPACTED FILL 1 ONE STORY BLOCK WRLL. SECTION SCALE: 1 1/2"=1'-0" 6" O.0 MTS12's AT EACH TRUSS 3SURE TREATED �T 1/2" ANCHOR BOLTS SILL PLATE ON CONCRETE AT 48" ON CENTER INTERIOR BERRING WALLS TYPICAL SLRB CORNER INSULATION P.T. 2x4 SILL FL NON-BRG. WALL GARAGE SEPARATION WALL 12" 1 #S CONT. 4 NON BRG. WRLL 0 0 N 1 3'-4" 21'4" 12'-8" 8'-91/8' 1 4'-7"7,11-411, M AND P UR SOLID 18" HIGH SEAT y 1- _ ■ ■ I 00 I � I I 7'-7 8" 3-6" ■ I o I � M U? N ti UA❑M ®on It Co 17'-8" SEE BLOCK PLAN FOR FILLED CELL DIMENSIONS 14'-4" ROBINSON 1 P411 30'-115/8" 13'-8 3/8" 8'-6" Is 1010 11 i 30"x30"x16" POURED 2-20-18 uki O U i CONIC. FOOTER PAD r I I ERROR, W/3#5 RODS E.W. C D) w ■ I ------- i�ii 14- 1-0 14-2 3SURE TREATED �T 1/2" ANCHOR BOLTS SILL PLATE ON CONCRETE AT 48" ON CENTER INTERIOR BERRING WALLS TYPICAL SLRB CORNER INSULATION P.T. 2x4 SILL FL NON-BRG. WALL GARAGE SEPARATION WALL 12" 1 #S CONT. 4 NON BRG. WRLL 0 0 N 1 3'-4" 21'4" 12'-8" 8'-91/8' 1 4'-7"7,11-411, M AND P UR SOLID 18" HIGH SEAT y 1- _ ■ ■ I 00 I � I I 7'-7 8" 3-6" ■ I o I � M U? N ti UA❑M ®on It Co 17'-8" SEE BLOCK PLAN FOR FILLED CELL DIMENSIONS 14'-4" N I N I ao I I I oOti 4 PROVIDE 1/4" COPPER I co I WATER LINE W/VALVE I I RUN CH SE FOR ELECTRICAL 0' A.F.F. I ■ I I FOR ICEMAKER ELECT ICL OUTLET FLOOR OUTLET I ■ I L________ _________ AT KITCHEN ISLAND I �, 2'-4" 5'-0" 8 3/ " i N_ m I coxz J-- 7/1 - ■ j -4" R.F.F. I I I 11'-6" 25'-6" ■I I d ■ 1 18'-4 7/8" 13-8 3/8" 13-31/8' i --------------------- 4 I L ------------- -----� I L - S _ J rL - - - - - - - - - - - - - - - - - - - - - - - - - - --- -------------------- SLOPE --------- --- --- SLOPE C? N F 19'-9" 11'-3/8" 14'-7" _ I F Co I I r 34'-0" 5'-0'0 _ 27'-0" Q I co t- 1 ■ _4" A.F.F. 6 _ Lo _o oo 4" CONC. SLAB (3,000 psi min.) W/6x6 W/W/M OR FIBERMESH WITH 6 MIL. VAPOR BARRIER OVER r - _ _ _ - - _ _ _ , TERMITE TREATED CLEAN COMPACTED FILL. BORATE 1 ■ ■ ■ ■ I TREATED LUMBER CAN BE SUBSTITUTED. 7 I I I C? �I ■I I ;;t I I C? L - - - -t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J (V ■ ti I I 11 0'-8" 30'-115/8" 13'-8 3/8" 8'-6" s � 11'-7" I 30"x30"x16" POURED 2-20-18 uki O U i CONIC. FOOTER PAD r I I I ® W/3#5 RODS E.W. C D) w ■ I ------- I -0 14- 1-0 14-2 75/ Drawn by: 19 FORM & POUR SOLID Eo 5-22-2018 r -_0 I 1 SHOWER SEAT N II L- --------------- °■ L--------- --------- ■ r --� 171 r --L I I I I-------- I ---.4 1 - - I - -----4 ° ° 4" CONC. SLAB (3,000 psi min.) W/6x6 W/W/M Co I I OR FIBERMESH WITH 6 MIL. VAPOR BARRIER CVER TERMITE TREATED CLEAN COMPACTED FILL, E ORATE I 1 2'-6" '-7" 2'-6" TREATED LUMBER CAN BE SUBSTITUTED. I o 71-711 2'-6" FOOTINGS HAVE BEEN DESIGNED FOR A 'o o SOIL BEARING PRESSURE OF 2,000 PSF 1'-8" IN APU _J U- 30"x30"x16" POURED 21'-4" CONC. FOOTER PAD 3/4" DIAMETER HOLES FOR #5 DOWELS. W/3#5 RODS E.W. e ■ ■C? ■ I 1 _4.. A.F.F. � Co r L_ i ----------------- eI I . i 5/8" EXPANSION BOLTS W/2" I -0 I ( S WASHERS AT 48" O.C. FOR I ® i I I INT. BEARING WALLS UPLIFT I ■ ■ I I I - - - - ------I I ---- ------J RECESS 3/4" I I I L FOR S.G.D. a I 2 a0 _ I I + I ao I III I --J I■ E ■ ■ I ti I f----- -------J Lr--- i -------___ L - - - - -, ------------ ----------J _ d i q M L 106 361-11/4" N I N I ao I I I oOti 4 PROVIDE 1/4" COPPER I co I WATER LINE W/VALVE I I RUN CH SE FOR ELECTRICAL 0' A.F.F. I ■ I I FOR ICEMAKER ELECT ICL OUTLET FLOOR OUTLET I ■ I L________ _________ AT KITCHEN ISLAND I �, 2'-4" 5'-0" 8 3/ " i N_ m I coxz J-- 7/1 - ■ j -4" R.F.F. I I I 11'-6" 25'-6" ■I I d ■ 1 18'-4 7/8" 13-8 3/8" 13-31/8' i --------------------- 4 I L ------------- -----� I L - S _ J rL - - - - - - - - - - - - - - - - - - - - - - - - - - --- -------------------- SLOPE --------- --- --- SLOPE C? N F 19'-9" 11'-3/8" 14'-7" _ I F Co I I r 34'-0" 5'-0'0 _ 27'-0" Q I co t- 1 ■ _4" A.F.F. 6 _ Lo _o oo 4" CONC. SLAB (3,000 psi min.) W/6x6 W/W/M OR FIBERMESH WITH 6 MIL. VAPOR BARRIER OVER r - _ _ _ - - _ _ _ , TERMITE TREATED CLEAN COMPACTED FILL. BORATE 1 ■ ■ ■ ■ I TREATED LUMBER CAN BE SUBSTITUTED. 7 I I I C? �I ■I I ;;t I I C? L - - - -t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J (V ■ ti - -'-- BRG. WALL 154 pi 5/8" DIA. x 8" EXPANSION BOLTS 0 48" O.C. MAX. R 1/2" DIA. ANCHOR _ BOLT ® 48" O.C. MAX. 16" 2 #5 CONT. 5 MONOLITHIC SLAB @ BRG. WALL DRIVEWAY SLOPE TWO STORY 20" 3#5 RODS CONT. TYPICAL FOOTING 6 STEMWRLL SLRB Inu GARAGE DOOR SLOPE -�00 GRADE 811 1 #5 CONT. 7 PATIO SLAB 2x4 STUDS ® 16" O.C. BRG. WALL -P.T. 2x4 SILL PLATE W/ 1/2" DIR. A.B.'s (8+2) F9 48" O.C., W/2x2 PLATE WASHERS O N 2 #5 BARS CONT. O 1, 1 -I S 0 N E STORY INTERIOR BRIG. WALL 11 O 0'-8" I 11'-7" 8'-6" � 11'-7" I - 0 2-20-18 _4" A.F.F.o O U i W 17RfF r I •d C D) w Print Date: Drawn by: I Eo 5-22-2018 -_0 I r 1---I r-- -1 r --� 171 r --L I I ■ ■ ------------I ° ° I I-------- I ---.4 I ° ® t`- - - - I - -----4 ° ° I _ - I co Co 131-811 CD Q 2'-6" '-7" 2'-6" 7'-6" 2'-6" 71-711 2'-6" FOOTINGS HAVE BEEN DESIGNED FOR A 'o o SOIL BEARING PRESSURE OF 2,000 PSF 1'-8" IF R DOWEL IS MISSED, APPLY W/EPDXY APU _J U- 30"x30"x16" POURED (SIMPSON #ET) W/6" EMBEDMENT. DRILL CONC. FOOTER PAD 3/4" DIAMETER HOLES FOR #5 DOWELS. W/3#5 RODS E.W. - -'-- BRG. WALL 154 pi 5/8" DIA. x 8" EXPANSION BOLTS 0 48" O.C. MAX. R 1/2" DIA. ANCHOR _ BOLT ® 48" O.C. MAX. 16" 2 #5 CONT. 5 MONOLITHIC SLAB @ BRG. WALL DRIVEWAY SLOPE TWO STORY 20" 3#5 RODS CONT. TYPICAL FOOTING 6 STEMWRLL SLRB Inu GARAGE DOOR SLOPE -�00 GRADE 811 1 #5 CONT. 7 PATIO SLAB 2x4 STUDS ® 16" O.C. BRG. WALL -P.T. 2x4 SILL PLATE W/ 1/2" DIR. A.B.'s (8+2) F9 48" O.C., W/2x2 PLATE WASHERS O N 2 #5 BARS CONT. O 1, 1 -I S 0 N E STORY INTERIOR BRIG. WALL 11 0000❑❑❑❑ 0000❑❑❑❑ 0000❑❑❑❑ 0000❑❑❑❑ 0 00000000 z ,- Co C ; ❑❑❑0000❑ I- M 00000000 CO 0f _ 0000❑❑❑❑ �S ¢ 00000000 U _j n ADU pED ED 0 c� Lu 000000000 0 00❑❑00❑❑ cv uj > Z ujC:) - I +-a U-) Cz ui 0 a J � o 'v uu� o c CIO D _C uuma� C N rr -1--' 1..1..E C)) -Z) M 0: p U 0-4 LLQ CY) z < v - H J ., Q � W ry O CC) J 1-1- C/) z CV O c M o Cr ccs O Revision: Date: � LST VK47 2-20-18 O U i W 17RfF 5-22-18 C D) w 0000❑❑❑❑ 0000❑❑❑❑ 0000❑❑❑❑ 0000❑❑❑❑ 0 00000000 z ,- Co C ; ❑❑❑0000❑ I- M 00000000 CO 0f _ 0000❑❑❑❑ �S ¢ 00000000 U _j n ADU pED ED 0 c� Lu 000000000 0 00❑❑00❑❑ cv uj > Z ujC:) - I +-a U-) Cz ui 0 a J � o 'v uu� o c CIO D _C uuma� C N rr -1--' 1..1..E C)) -Z) M 0: p U 0-4 LLQ CY) z < v - H J ., Q � W ry O CC) J 1-1- C/) z CV O c M o Cr ccs TYP. SHWR. RECESS SLAB 3 1 ''�,�°•••••• •_'"� '+�' O ' CERAMIC TILE FLR. & WALLS. C f ONE ROW OF TILE ON FLR `'� ° f , �� >L Z w `n TO FORM CURB. Q RES. FLR. ABUT CERAMIC TILE " o� z n L c = Lii TILE TILE q a OR RES. 2 ` LJ ¢ T "s.y N v a w y w m - --�1 r3 1/2" 1 - Lo g� N� ' VARIES SEE FND. PLAN' 11 SUNKEN SHOWED DETAIL m� v ao :a'm q - m Sheet*: L G CI «c uoAZ NCaw 7 00 ~ LL O Revision: Date: � LST VK47 2-20-18 O U W 17RfF 5-22-18 C D) Print Date: Drawn by: - 5-22-2018 3CE LEfCW- File Dame= Scale: cD 131-211 C) Co 131-811 CD Q - C; 'o o APU _J U- o TYP. SHWR. RECESS SLAB 3 1 ''�,�°•••••• •_'"� '+�' O ' CERAMIC TILE FLR. & WALLS. C f ONE ROW OF TILE ON FLR `'� ° f , �� >L Z w `n TO FORM CURB. Q RES. FLR. ABUT CERAMIC TILE " o� z n L c = Lii TILE TILE q a OR RES. 2 ` LJ ¢ T "s.y N v a w y w m - --�1 r3 1/2" 1 - Lo g� N� ' VARIES SEE FND. PLAN' 11 SUNKEN SHOWED DETAIL m� v ao :a'm q - m Sheet*: L G CI «c uoAZ NCaw 7 00 ~ LL SAFE LOAD TABLES FOR GRAVITY 8" PRECAST &PRESTRESSED U -LINTELS < A%Cff m<§� GRAVITY rTYED� jLEj�(� E 81J8 8F8 -OB 8F12 -OB 8F16 -OB BF20-OB 8F24 -OB 8F28 -OB 8F32 -OB 8F8-113 8F12-113 8F16-113 8F20-113 8F24-113 8F28-113 8F32-113 2'-10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3'-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-0" (48 ") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5'-4" (64 ") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5'-10" (70 ") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6" (78 ") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7'-6" (90 ") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4" (112 ") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6" (126 ") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11'-4" (136 ") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0" (144 ") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4" (160 ") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0" (168 ") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSEDNR N.R. NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4" (256 ") PRESTRESSEDNR N.R. NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0" (264") PRESTRESSEDNR N.R. NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 8" PRECAST W/ 2" RECESS DOOR U -LINTELS < mgu4m<fi� GRAVITY TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-113 8RF10-113 8RF14-113 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-113 4'-4" (52 ") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4'-6" (54 ") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'-8" (68 ") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-10" (70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 7'-6" (90 ") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 9'-8" (116 ") PRECAST 371 420 834 1253 1071 1342 1 1614 1 1886 535 928-1 1497 2179 2618 1 3595 1 2875 O ■ ° �o 3 ■ ■ ° ° CD ° r m ■ ■ om L4 M 3 ■ ■ M<HLINTEL SCHEDULE LINTEL LENGTH TYPE WINDOWS L 1 17'-4" 8F -40 -1B -1T 16'x7' OVERHEAD GARAGE DOOR L 2 13'-4" 8F -24-113-1T 12'x8' SLIDING GLASS DOOR L 3 10'-6" 8F -24-113-1T CD -36's L 4 4'-6" 8F -24-113-1T C -22's, C -25's AND C -26's L 5 51-4" 8F -24-113-1T C-36 AND 35's L 6 2'-10" 8F -24-113-1T C-1/234 LINTEL LENGTH TYPE DOORS L 20 41-411 8RF26-113 2868 SERVICE DOOR L 21 4'-4" 8RF22-113 3080 FRONT DOOR AND SIDELITE & 2880 FRENCH LINTEL LENGTH TYPE PORCHES L 30 15'-4" 8F -16-113-1T LANAI LINTEL L 31 9'-4" 8F -16-113-1T ENTRY LINTEL L 32 10'-6" 8F-16-113-7 ENTRY LINTEL L 33 6'-6" 8F -16-113-1T ENTRY LINTEL 151-2 Illo 15'-1 3/4" ■ 1 101 0 L 00 iO 3 ■ L21 ■ 3 2880 RNCH ,,4 " CD -36 7 ZD N L4 ® oil, ■ ■ cn U 3 ■ ^L3 r ---t 3 L — — J r — — — , _ _ ■ ;� II ■ 0 0 0 Lu CD cC Q CD 00 Lu cr Lu 0 ti x zo T ■ N C-36 C-36 '-8' 5'-2" 4'-6" 5'-2" ■ 12'-8" 12080 S.G.D. ■ TOP F ALL MASONRY TiF--TRl AT 10'-0" A.F.F. II aL21 I I 3 II � II El 0 or in 0 KL 5 Nil m F —rm ■ III C-36 C-36 II I I II i,I I 10-4 5'-2.. 51_01' 5'-011 5'-0" 5'-211 I ,_ II I I II �P———————-— ——— — — — — —— °°——— — — — — —— °IP In ■ ■ ■ ■ 32 31 32 3 3 � 3 9'-5" Ams 91-510 5'-2" 3'-10" 5'-4" C-26 ■411m ■ ^L4 - r ti ■ 0 ti ■ r r ■ d- . co o U ch ■ ccp ti ■ e L5 ~ 3 Ell- ■ e C-36 5'-2" 4'-4" 16"x16" BLOCK COLUMNS USE SQUARE CORNER BEAD AT RECESSED CEILING DETAILS. RECESSED CEILING SURFACES SHALL HAVE SMOOTH FINISH LOCATE ALL PLUMBING STACKS TO THE REAR ROOF PLANE OF THE HOUSE IF CODE ALLOWS. ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED & APPROVED BEFORE REQUESTING THE FRAMING INSPECTION, FBC 105.6 SEPARATION REQUIRED: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARA- TION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUP- PORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT, R309.2 GENERAL NOTES 1. VENT DRYER THRU WALL TO OUTSIDE 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY ANY DISCREPENCIES TO BE REPORTED TO BUILDER FOR CLARIFICATION 3. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 31/2" UNLESS OTHERWISE NOTED. 4. ALL EXTERIOR BLOCK DIMENSIONS TO BE 7 5/8" UNLESS OTHERWISE NOTED. 5. ALL EXTERIOR FRAME WALL DIMENSIONS AND MATERIALS AS SHOWN ON DRWGS. 6. STRIKE BLOCK INSIDE GARAGE, BRUSH AND CLEAN. 7. DENOTES BEARING WALL SEE PLAN FOR WALL HEIGHTS. 8. ALL EXTERIOR FRAME WALLS TO HAVE 1/2" ANCHOR BOLTS OR 5/8" EXPANSION BOLTS AT 48" ON CENTER W/2" WASHERS. (U.N.O.) 9. SAFETY GLAZING: > WINDOWS OVER BATHTUBS. > WINDOWS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSI- TION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. > ALL SLIDING GLASS DOORS. > SWINGING DOORS WIGH GLASS. > EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT. > LITES WITHIN 18" OF FLOOR. > ALL SHOWER ENCLOSURES. STRUCTURAL WOOD CONST. NOTES: 1. END JOINTS IN STRUCTURAL DOUBLE PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 2. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 YELLOW PINE 3. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAPS MUST BE EQUALLY HALF ON EA. ITEM, 4. ALL STRUCTURAL LUMBER (EXCLUDING PRE - ENG. WOOD TRUSSES) TO BE #2 OR BETTER. 5. ALL PLYWOOD USED FOR EXT. APPLICATIONS SHALL CONFORM TO VOLUNTARY PRODUCT STD. PS 1-83 AND SHALL BE APA RATED SHEATHING EXP. 3 6. ALL PLYWOOD USED FOR INTERIOR APPLICA- TIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL CONFORM TO VOLUNTARY PRODUCT STD. PS 1-83 AND SHALL BE PA RATED SHEATHING EXP. 1 OR 2 7. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR SECTION PROP- ERTIES. 8. ALL LUMBER USED FOR EXTERIOR APPLICATIONS OR IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 9. PRESSURE TREATED STRUCTURAL LUMBER IS NOT TO BE USED FOR ANY INTERIOR FRAMING. U.N.O.. (EXCEPT WHERE LUMBER MEETS WITH CONCRETE) NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RES- IDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10 1. WIND SPEED =139 MPH ULTIMATE WIND SPEED (VULT) AND 108 (VASD) 2. RISK CATEGORY 2 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE = CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 COPT .ql IK/KAPR KITr.HFN L.P. COOKTOP EXHAUST HOOD ABOVE 12080 S.G.D. QJARE FOOTAGE TABULATION: A/C LNING G4 C=E EHTRY LANAI TOTAL UNDER ROOF 700,5 9. feet 210 '59. fel--t 3�5 9�'�t 5,405,5 9. feeJ EXTERIOR DIN ENSIGNS: LINTEL OVER 16"x16" BLOCK COLUMNS 10. WHEN PRE ENGINEERED TRUSSES AND JOISTS ARE CALLED FOR ON THE PLANS, THE MANUFACT- URER IS TO SUBMIT SHOP DRAWINGS TO THE ENG. OF RECORD. MAXIMUM DESIGN VALUES MODULUS OF ELASSTICITY (E) BENDING fb TENSION f4 SHEAR fv 11. INTERIOR/EXTERIOR FRAMING 2x(4) 1,300 P.S.I. 825 P.S.I. 90 P.S.I. 1,600 K.S.I. EXTERIOR FRAMING 2x(4,6,AND 8) 1,200 P.S.I. 650 P.S.I. 1 90 P.S.I. 1,600 K.S.I. FLOOR FRAMING 2x(8 AND 10) 1,300 P.S.I. 725 P.S.I. 1 90 P.S.I. 1,700 K.S.I. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RES- IDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10 1. WIND SPEED =139 MPH ULTIMATE WIND SPEED (VULT) AND 108 (VASD) 2. RISK CATEGORY 2 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE = CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 COPT .ql IK/KAPR KITr.HFN L.P. COOKTOP EXHAUST HOOD ABOVE 12080 S.G.D. QJARE FOOTAGE TABULATION: A/C LNING G4 C=E EHTRY LANAI TOTAL UNDER ROOF 700,5 9. feet 210 '59. fel--t 3�5 9�'�t 5,405,5 9. feeJ EXTERIOR DIN ENSIGNS: LINTEL OVER 16"x16" BLOCK COLUMNS HA 11 30'•-4" 14'-411 ~ a 21-4 7 5/ " 6'-13/4" 3'-4112" 5'-21 /4" 4'-5 3/4" 7 /8" S O M O �1 1 � CV 7 5/ " 6'-1 /4" 3'-4� 1-11 / 7 v CD _ 2'-3/4" 0000❑❑❑❑ o ❑❑❑❑❑❑❑❑ C? c " ❑❑❑❑❑❑❑❑CD �0_ 13'-71 2" - _ ❑❑❑❑❑❑❑❑ 'z 00 C? vi ❑❑Q❑❑❑❑❑ f— M 3'-6" 2'-7 3/8" 3'-0" 4' 61 8" o ❑❑❑❑0000 C) Q: ❑❑❑❑❑❑❑❑ Q 000000❑❑ U -J M a� 00000000 ❑o❑ E1:11 E01 o 20'-3/411 '_0" 14'-211 -0" 14'-2" 7 5/ " ❑❑❑ ❑ �- co.) ❑❑❑ ❑ ❑❑ ❑❑ z ►W- - - - - - - - - - - - - - - - - - - - - - - - - - - c. ❑_ ❑❑ ❑❑❑ W a q o 1'-2" 9'-2' 2-411 21.411 12'-0"31.411 z0 81.811 5'-8" c ❑❑�❑❑❑❑❑ c7 C? 00000 O COO uj U) Lo O C? b r- -- M z 0 00, O CIO M 00 - 2 o c • O CV _ O _ - C/) r � Lo 1 11 -�--1 5 11 r - 1 l 8� � / 11 3 2" 3'-4" ti 12'-51 /411 0 13 -3/4 � Uj 0 1, M - Q' L Z, —_ 11 _jN _ _ C 1 L 0o I I '� '» LO = I I I a:Baia -1 31.411 L-- I W uj 0__ I _ ._ 0 Co N a.. M 1 " N 1 " I 1 11 �41/2-1 NO5/ " 7'-1 1/2" 3 2" 8'-21 2" � I � 16 -3/4 � 18 -81/2 I 3 -4 N A. C? ' I 1 COO z � I I� UJ LJ r- I �nCD 1 21011 > 0 o c!7 - OPT. N 0 °° _ 516"°O "' I o W 1 v I M7U) � CVL — M d 4_4 L� 75/ 20'-0"12'-51 /4" 1 3/ " 4'-6 3/4" 1 3/ " 12'-4 3/8" = 3 2" 3'-4" /4 '-3/411 80 O -1 M (Z O N O O •----- ¢ W C'r7 ►� M CD CD LCA N N � W LL00 00 M II p Cfl ` II J 3 11211 12'-51/4" 1 / " 4'-6 3/4 71 / ' 4 12'-4 3/8" 3'-4" 1'-6" 7'-711 -00 11 Lo O Q M II m c N I 1 O N N C'7 CD % cts i Lch O Revision: Date: r. 1ST URAFT 2-20-18 O ZWD PWT 5-22-18 C? U �r Print Date: Drawn by: n 5-22-2018 30E LIRE r� O File flame Scale: I I I I I I 0 .db 1 /4"31'• -CZE" 3'-0" 9'-811 161-011 5'-411 '-0' 3'-0" '-0' 5'-4"7'-0" 4'-8" = c o CoN m 0 o I I I I I I v _ O i �I ', �' z 00 U CD CD iCD 111 11_4" 8'-9" 1'-4" 8'-811 11_4" 81_911 11_411 111 Ls ' � • ' K 4' u Co ' 201-8" w .cv 31'-8" 13'-811 Co Co W U c 341-0115'-0"271-011 wo s W ¢ °: N N m.En"im = W M 4J 0 �' c cm3�� T' Sheet#: LANAI KITCHEN DINING ROOM ENTRYAb • moZ «c u9 • g N r m L o m LL DISCONNECT OSPEAKER 220 220 VOLT OUTLET DOOR BELL CHIME GFI =@= GROUND FAULT OUTLET 43� EXHAUST FAN THROUGH ROOF CEIL. CEILING OUTLET 24" FLUORESCENT LIGHT FAN / LIGHT COMBO FLOOD LIGHT r- - - - - - - - - - - - SURFACE MOUNT I SURFACE MOUNT FLUORESCENT L ------------ J i— — — — — — — — — — — i 1 21 1/2"X50" RECESS i FLUORESCENT LT. RECESSED LIGHT L----------- J SURFACE MOUNTED INCANDESCENT A PHONE TELEPHONE OUTLET :0TTIC ATTIC OUTLET AUC UNDER COUNTER OUTLET =@= 110 VOLT DUPLEX OUTLET RECESSED CAN LIGHT 0 SMOKE DETECTOR SINGLE POLE SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH TV CABLE T.V. OUTLET WP _ - - WEATHER PROOF OUTLET CEILING FAN / LIGHT COMBO INTERCOM BASE ELECTRICAL NOTES 1.) THE ELECTRICAL CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANELS AS REQUIRED. 2.) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURERS SPECIFICATION. 3.) PROVIDE GFI FOR ALL BATHROOM RECEPTACLES, WP RECEPTACLES, AND LIGHTING FIXTURES WITHIN 16' OF SWIMMING POOL EDGE. 4.) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION COMMENCING. 5.) ALL BRANCH CIRCUITS IN CONDUIT AS REQUIRED BY LOCAL CODE AUTHORITY. 6.) WHERE REQUIRED BY OTHER CODES SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OR EQUAL AMPACITY. 7.) BATHROOM CIRCUITS SHALL BE 1p-203. 8.) ELECTRICAL CONTRACTOR SHALL VERIFY ALL MECHANICAL EQUIPMENT LOADS WITH THE MECHANICAL SUBCONTRACTOR PRIOR TO ROUGHING IN. 9.) PROVIDE A MINIMUM OF 20% SPARE 20 AMP. 1 POLE CIRCUIT BREAKERS IN EACH FILE. 10.) PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 11.) PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (G.F.I.) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 12.) UNLESS OTHERWISE INDICATED. INSTALL SWITCHES AND RECEPTICLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES ... 42". OUTLETS ... 14". TELEPHONE... 14% AND TELEVISION...14". 13.) ALL BEDROOM, LIVING RM., DINING RM.. HALLWAYS AND NOOK OUTLETS ARE TO BE ARC FAULT PROTECTED PROTECTED PER N.E.C. 14.) SMOKE & CARBON DETECTORS TO BE HARDWIRED WITH BATTERY BACKUP 15.) PROVIDE TAMPER PROOF RECEPTACLES PER 2017 NEC 406.11 16.) HOUSE TO BE WIRED WITH CAT -5 AND RG -7 THROUGHOUT o` a 406.11 TAMPER-RESISTANT RECEPTACLES IN DWELLING UNITS. - W OPTIONAL VERIFY SERVICE TAMPER RESISTANT RECEPTACLES IN DWELLING UNITS IN EVERY KITCHEN, p� A OVERHEAD7/ REQUIREMENT FAMILY ROOM, DINING ROOM, LIVING ROOM, PRRLOR, LIBRARY, DEN, SUNROOM, ��-•••�II SERVICE DROP TYPICAL ELECTRICAL 150 AMP SERVICE BEDROOM, RECREATION OR SIMILAR ROOM. THERE ARE NO EXCEPTIONS TO THIS PANEL (30 CiRCUITS) I REQUIREMENT EVEN OUTLETS ABOVE THE REACH OF A CHILD FOR DEDICATED A MAIN WIRE CIRCUIT FOR FUTURE POOL APPLIANCES MUST COMPLY. ALL AREAS SPECIFIED IN 2017 NEC ARTICLE D SCON CTI A/C DISCONNECT 210.52 NOW ARE REQUIRED TO BE LISTED AS TAMPER-RESISTANT. OETEJ d �=' VERIFY SERVICE REOIREMENTS UNDERGROUND I SERVICE BY POWER COMP. EXTERIOR --1 I,"- INTERIOR *14 COPPER TO LIGHTS & OUTLETS *10 COPPER TO WATER HEATER #8 COPPER TO RANGE (ALUMINUM WIRING MAY BE SUBSTITUTED PER LOCAL CODE) ADDITIONAL ELECTRICAL PANELS AS REQUIRED (20 CIRCUITS) TYPICAL METER AND BASE, i VERIFY LOCATION IN ELECTRICAL MATERIALS AND LOCAL UTILITY COMP. - FIELD WITH OWNER 6 INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS ` #2 GROUND TO 3/8" ROD (10' DEEP) ALSO OF THE 2017 NATIONAL ELEC. SERVICE TO BE GROUNDED TO FOTTING STEEL. CODE, LOCODES. AND THE LOCAL POWER COMPANY. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: CHAPTER 3, SECTION 8313 ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWEL- LING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THEN ONE FULL STORY BELOW THE UPPER LEVEL. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MRNNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE UNIT. EVERY BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS ISSUED ON OR RFTER 7/1/08 AND HAVING A FOSSIL -FUEL -BURNING HERTER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10' OF EACH ROOM USED FOR SLEEPING. IN NEW CONSTRUCTION, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACK UP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. OPTIONAL OUTLET FOR SUMMER KITCHEN 0 C13 CD cz _U n. a m 4— 0 c 0 cz 0 cz U) Wi CD H aZc Q N c 0 c� 0 0 U c CU c))C) c 0 c THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVIENENCE OUTLETS ONLY. ARCHITECT WILL BEAR ;� o NO RESPONSIBILITY FOR ITS ACCURACY. IT IS THE ° ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY 6f THE REQUIREMENTS AND LOCATIONS OF ALL ELECTRICAL o € EQUIPMENT AND PROVIDE AND INSTALL COMPLETE ELECTRIC- AL SERVICE AS REQUIRED. ELECTRICAL CONTRACTOR TO SUBMIT ELECTRICAL PLAN AND PULL PERMIT AS REQUIRED. 4 Date, LST DWI— 2-20-18 ZIP PWT 5-22-18 ::D M Print Date, 7-11-2018 O Flle Name: K4WYERLxL Scale- 114'4-0" w ; � N 0 �.N 0 LL1 co 0 F1° ,ry Q � O J 'mss T t• (>> N UJI y` L THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVIENENCE OUTLETS ONLY. ARCHITECT WILL BEAR ;� o NO RESPONSIBILITY FOR ITS ACCURACY. IT IS THE ° ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY 6f THE REQUIREMENTS AND LOCATIONS OF ALL ELECTRICAL o € EQUIPMENT AND PROVIDE AND INSTALL COMPLETE ELECTRIC- AL SERVICE AS REQUIRED. ELECTRICAL CONTRACTOR TO SUBMIT ELECTRICAL PLAN AND PULL PERMIT AS REQUIRED. 4 F— Date, LST DWI— 2-20-18 ZIP PWT 5-22-18 ::D M Print Date, 7-11-2018 O Flle Name: K4WYERLxL Scale- 114'4-0" A N 0 �.N 0 LL1 co Q � O J u- T t• (>> (� UJI F— Date, LST DWI— 2-20-18 ZIP PWT 5-22-18 ::D M Print Date, 7-11-2018 O Flle Name: K4WYERLxL Scale- 114'4-0" o N 0 aI— 0 LL1 co Q � O J u- T t• (>> (� UJI U Cn ` .� �.. O N- N J u_ C/) C/)z U c "t w ¢ �• O N LU CYi CN M T Revlslon= �- Date, LST DWI— 2-20-18 ZIP PWT 5-22-18 FILL PLAN 7-11-18 Print Date, 7-11-2018 Drawn by., 5CE LEfCfE Flle Name: K4WYERLxL Scale- 114'4-0" ll43 � 0 co O `N' o w 0 aI— 0 O � • i^ u- T t• (>> (� .,,..,j10 U Cn ` .� �.. L1J N- N C/) U c "t w ¢ �• N LU CYi T Sheet#: DESIGN STATEMENT: THIS DRAWING MEETS THE STRUCTURAL REQUIREMENTS OF A.S.C.E. 7-10 AND THE FLORIDA BUILDING CODE 2017 (6TH EDITION) THE MINIMUM DESIGN PRESSURES FOR M.W.F.R.S. ARE DETERMINED BY A.S.C.E. 7-10 CHAPTER 27, SECTION 27.5 PART 2: ENCLOSED SIMPLE DIAPHRAGM BUILDINGS USING TABLES 27.5-1, 27.6-1 & 27.6-2 ROOF/MEAN HEIGHT 25' OR LESS DESIGN WIND SPEED 140 MPH. RISK CATEGORY II EXPOSURE CATEGORY C BUILDING ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 18% WALLS +/- 42.8 P.S.F. ROOF +/- 42.5 (based upon zone 3 pressures for all roof pitches) THE MINIMUM DESIGN PRESSURES FOR COMPONENTS & CLADDING ARE DETERMINED BY A.S.C.E. 7-10 CHAPTER 30, SECTION 305 PART 2: LOW RISE BUILDINGS (SIMPLIFIED) USING TABLES 30.5-1 & FIGURE 30.5-1 WALLS (ZONE 4) +28.62 P.S.F. -30.96 P.S.F. WALLS (ZONE 5) +28.62 P.S.F. -34.59 P.S.F. ROOF PITCH 7-27 DEGREES ROOF (ZONE 1) +16.44 P.S.F. -26.17 P.S.F. ROOF (ZONE 2) +16.44 P.S.F. -45.52 P.S.F. ROOF (ZONE 3) +16.44 -67.31 P.S.F. UNLESS OTHERWISE NOTED: 1. USE HETA16 (1810#) CMU TO TRUSSES, JOISTS & BEAMS. 2. USE LSTA30 (1610#) OR HTS20 (1450#) FRAME TO JOISTS & BEAMS, 3. USE MTS12 (1000#) FRAME TO TRUSSES. 4. USE HUS26 (1526#)AS 1 PLY HANGER & HGUS26-2 (2155#) AS 2 PLY HANGER. 5. UNDER GIRDERS & BEAMS, APPLY MINIMUM SAME NUMBER OF STUDS AS THE NUMBER OF PLIES IN GIRDER OR BEAM, 6. ALL EXTERIOR WALLS TO BE TREATED AS BEARING WALLS. 7. LINTEL STRAP MISSING: APPLY (1) HTSM16 W/(4)1/4"x21/4" TAPCONS FOR 1,175 LBS & (2)HTSM16 (875#) FOR 2,350 LBS UPLIFT, 8. MSTA36 (2050#) & HTS20 (1450#) MAY BE INTERCHANGED. 9. ALL GANGED (MULTIPLE) STUDS TO HAVE SP4. ALSO SP4 MAY BE USED IN LIEU OF SP1 & SP2. 10. PROVIDE HIP ROOF DECK SUPPORT PER APA GUIDELINES. *HTT4, HTT5, MGT W/5/8" DIAM ANCHOR BOLTS W/6" EMBEDMENT. ALL STRAPPING HARDWARE TO P.T. LUMBER TO BE GALVANIZED 18" PRE -FAB SHUTTERS 5/8" TEXTURED CEMENT ON CMU 12 6 SHINGLED ROOF son inns M FRONT ELEVRTION SCRLE: 1/4"=1'-0" 7/8" STUCCO OVER GALVANIZED LATH OVER 15# FELT OVER HOUSE WRAP OVER 7/16" OSB. RERR ELEVRTION OFF RIDGE VENTS (SEE CALCULATIONS BELOW LEFT) 12 6 7/8" STUCCO OVER GALVANIZED LATH OVER 15# FELT OVER HOUSE WRAP OVER 7/16" OSB. ALUMINUM RAILING SHINGLE ROOF 4" STUCCO TRIM (1112 " THICK) OFF RIDGE VENTS (SEE CALCULATIONS BELOW LEFT) ry. on on on I NEON Ilfil 11 LI!I�!I�I�I!!!�!!I�IlI�I!I!JI►/1RI111%II Illlllllllllllf�lllll �� ' LINE OF FINISHED FLOOR MEN 10, SIR 5/8" TEXTURED CEMENT ON CMU �9 N 12% 6, 1 1/2"x8" RAISED SMOOTH CEMENT BAND EXTENDING 2" PAST THE WINDOW ON EACH SIDE (TYP.) CIO r /SEEM 'Iii111111111L!�!�!�!!�!�19!�!�I�I!hIJI//1(1111%I' ■i�itii��iiiii�iiiiiiii�ii��a Illll�lla,�llllll o i7 / ' Wed -- is. - W ALUMINUM RAILING SHINGLE ROOF 4" STUCCO TRIM (1112 " THICK) OFF RIDGE VENTS (SEE CALCULATIONS BELOW LEFT) ry. on on on I NEON Ilfil 11 LI!I�!I�I�I!!!�!!I�IlI�I!I!JI►/1RI111%II Illlllllllllllf�lllll �� ' LINE OF FINISHED FLOOR MEN 10, SIR 5/8" TEXTURED CEMENT ON CMU �9 N 12% 6, 1 1/2"x8" RAISED SMOOTH CEMENT BAND EXTENDING 2" PAST THE WINDOW ON EACH SIDE (TYP.) CIO co N a CD CD CD tz Cn CM CD z H z Q 00 T n 0 4-1 CZ 0 a 0 U CZ W 0 LLJ Drawn by., o i7 E- Wed -- is. - W O D � Cf) E•+ OC (n J Z cc C)W W o, LLJ N �� ym Q � co N a CD CD CD tz Cn CM CD z H z Q 00 T n 0 4-1 CZ 0 a 0 U CZ W 0 LLJ Drawn by., U E- Wed -- is. - W O D � Cf) LJLW co N a CD CD CD tz Cn CM CD z H z Q 00 T n 0 4-1 CZ 0 a 0 U CZ W 0 LLJ Drawn by., U E- File Name: Scale: W O D � Cf) LJLW OC (n J Z cc C)W W o, LLJ N �� ym Q � Z W � Z I- - Sheet#: I- M 0 U cv W M 'i J J 0 W W > 0 J V- � z O U) CN Revlslon Date: LST DRA-7 2-20-18 2W2WFf 5-22-18 Print Date: Drawn by., 5-22-2018 � L File Name: Scale: K.,� db 114' -l' -O" 0 00 CD M � � o z Q.o CIO .__I p CJ o z� N� W cn U� . N = WM Lo 1.-1 �( •� �: m =r$ o, LLJ N �� ym Q � r m E u m m Sheet#: a 8 m cm � O ROOF VENT CALCULATION: 3406 / 150 = 22.71 sq. ft. of Net Free Area 22.71 / 2 =11.35 sq. ft. NFA Intake & 11.35 sq. ft. NFA Exhaust 11.35 x 144 -1635 sq. inches NFA Intake & 1635 NFA Exhaust il 12 12 CWlLIWi"JL9vX1WlWiW Wmall0 W M01M E 1111011111 W1 111110WIMW LEFT ELEVRTION- SCRLE: 1/4"=1'-0" CIO Uj 0 z Uj 0 C CzCz Uj CL � w*-* 519 m 11n11m1oi n NEW N U N 4-a .C -- Cm CA ��Ar/' t 1-00 m 5/8" STUCCO OVER CONCRETE BLOCK T1 RIGHT ELEVRTION scaLE: 1/41 =1'-O11 M ti N M H 0 H z Q O Revlsl )n: Date: 6T GP.AFf Z-20-18 O 2ND PWT 5 -ZZ -18 U FWAL PLAN 7-11-18 c Print Date: Drawn by: vi 7-11-2018 3CE LEFT N a) He Name: Scale: � ttAJVIMERL.d� 1 /4"=1 �-Q�° C r O coo - ...,� o � LL T CID l;z o rya+ - e W N .,cmc N 11� W ¢ N UJ CO• G D d 2 f —g� Sheet#: At$ �o.Gv .+ a .0 'n / �zz / s 11n11m1oi n NEW �u. NNE�e��v/��A�I � ,��,�AI��w� l ■ ��iw�ii iri ��iw�..... lwll wirmln�l��l�l�� IABD l��l��.�lw��w��■�I��r�lw�/�w��l��.: .•/ NN��NA �r�11��A wl/I��I��I - w� INIOD1A/nnis�MN IM --W-11 _.IIM�� WmmI■INIM ��p,i��1��1�AA��►MINIM A A IA�wIN��l�1wIlw1�N11 '11 N�w1 MA1�� w-1-4NIw�1�1o/N/.N1N ��I� ��•Ir��1�11�/�I1I/.I.�I1��1�-��1��I�wI11��i�A1r� �MI118W 1��■.,� 1IwI1 �MNINE A% '" --- I�IA��w�i�■w.��. - - - _ igIN1i 1�1 11N1/1 /I�MNrrl �l�liNlrl �I�� N�1��1�11 1 1� �I��A��1��iiN111 �I�MNMI��I�II�1�I1 '''��I�IIN1�11A.I114II1I1111I111IIA11111 inglowillrurp■1w �.... .,. • rrr■■rg■■n■rl■■rri r■■■■■rI ■■m■■r��r•■■r■■■■■■■■r�■r■■■ri■■■■■■■■■r■........�.��...��.....�.....��.�._ m 5/8" STUCCO OVER CONCRETE BLOCK T1 RIGHT ELEVRTION scaLE: 1/41 =1'-O11 M ti N M H 0 H z Q O Revlsl )n: Date: 6T GP.AFf Z-20-18 O 2ND PWT 5 -ZZ -18 U FWAL PLAN 7-11-18 c Print Date: Drawn by: vi 7-11-2018 3CE LEFT N a) He Name: Scale: � ttAJVIMERL.d� 1 /4"=1 �-Q�° C r O coo - ...,� o � LL T CID l;z o rya+ - e W N .,cmc N 11� W ¢ N UJ CO• G D d 2 f —g� Sheet#: At$ �o.Gv .+ a .0 'n / �zz / s -� TYPICAL CONCRETE CONSTRUCTION SYSTEM SCALE, N.T.S. NON -SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT CELL SPACING FORMULA WALL HEIGHT 1$ x REO'D SHEAR ALL VERTICAL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. CUMILATIVE SHEAR WALLS SHALL BE 0.4 x TOTAL LENGTH OF A GIVEN WALL -SEE CELL SPACING FORMULA FOR HORIZ. SHEAR #5 VERTICAL REBAR w/ 12" ® CORNER w/ FULLY GROUTE CELL TYPICAL TIE -BEAM/ CORNER DTL . MODULUS OF ELASSTICITY DESIGN (E) az #5 REBAR AT TOP 01111 2,500 K.S.I. iii■ MIN. (1) REQ'D 'llYIPIE 8U8 8F8-08 PROVIDE HANGERS TO HOLD MIN 8F20 -M W24-08 7T- 8F32 M 8F8 -1B BFR -1B 8F16-13 8F20-13 8F24-1BBF28-13 8F32-13 REFER TO MAN. SPECS. FOR (34') mill o_o CL SPACING REQUIREMENTS IF 4473 6039 ¢ REQUIRED 10472 119% NF_M 8" C.M.U. o (42`) PRECAST 2302 3000/2500 PSI GROUT 3377 4689 60m 736 8630 C-) z t536 4'-0" `1 �6 20292325 ice: 2496 OF LINTEL CAVITY wQ W z 6384 7358 2646 4473 W39 7526 9004 10472 MOB 4'-6" (54") r ---BOTTOM REINFORCING T787 CD 3352 3403 PROVIDED IN LINTEL 4896 5644 270 4027 6039 7526 9004 10472 %W (VARIES) (64") PRECAST, 1184 1223 PROVIDE SCREEN WHEN 1009 2317 2826 3336 BLOCK BELOW IS NOT 1665 2889 5057 60% 51M 6424 7450 5'-10' REQUIRED TO BE FILLED PRECAST 972 1300 RECESSED LINTEL ,TYPICAL TIE BEAM/LINTEL DETAIL 2721 3x;7 1459 2464 4144 5458 4437 5280 6172 6'-6" (781 PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 33% 5260 7134 8995 6890 7'-6` 1 1 PRECAST 767 959• 1675 2385 1994 2439 2886 3333 1M 1675 2610 3839 55% 6613 5047 9'-4" (1121 PRECAST573 PRECAST 632 1049 1469 tm V.82 VM54 2027 768 im in 25" 3469 4030 3127 10'-6" (126") PRECAST 456 482 802 1125 95 1R2 1328 1535 658 1025 1514 2081 2774 3110 31- 11'-4' (136") PRECAST 445 598 935 1365 1854 2355 7293 — 598 935 x865 1854 2441 365 4044 12'-0" (144'1 PRECAST 414 1 864 V54 7 , 2074 1570 1818 1 35% 13'-4` (160") PRECAST 362 427 726 1028 W VGE 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0' (168") PRECAST 338 , 648 493 1190 1462 1087 1260 455 700 '1003 '035 1714 263 2666 14'-8" (1761 PRESTRESSED N.R. NR NR NR Ni NR NR ' 465 765 1370 2045 2610 3185 11 6'-4' ' I 1 PRESTRESSED , , 1 IJ3 NR 1 r N? ► NR 420 695 1250 1855 2370 2890 3410 17'-4' (2081 PRESTRESSED N.R. NR NR NR W NR NR Ni 310 530 950 1400 '1800 2200 2600 19'-4" (2321 PRESTRESSED N.R • NR NR N2 NR NR NR NR 240 400 750 1090 VA m0 2030 21'-4" x561 PRESTRESSED NR• NR NR NR NR NR NR NR W 330 610 940 x340 1780 2110 22'-0' (2641 PRESTRESSED N.R. N2 UP TO 6'-8" NR 1 - NZ NR 160 300 570 870 1250 1660 1970 _ ' (2881 1 FOR SINGLE REBAR EA. SIDE NR NR N2 10 NR N2 T W 240 470 7M '030 1350 1610 1 , 1 1 ; 1 — I 1 , 1 _ � 1 10 1 1 1 1 ` 1 -• I , 1 - - _ — — A -� TYPICAL CONCRETE CONSTRUCTION SYSTEM SCALE, N.T.S. NON -SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT CELL SPACING FORMULA WALL HEIGHT 1$ x REO'D SHEAR ALL VERTICAL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. CUMILATIVE SHEAR WALLS SHALL BE 0.4 x TOTAL LENGTH OF A GIVEN WALL -SEE CELL SPACING FORMULA FOR HORIZ. SHEAR #5 VERTICAL REBAR w/ 12" ® CORNER w/ FULLY GROUTE CELL TYPICAL TIE -BEAM/ CORNER DTL . FUU1«u )✓LLL- n/ 1 -J 0MR CONT. FROM BEAM TO FOOTING. STEP DOWN TIE BEAM HETA CONC STRAPS BOND BEAM -� NO 5 HORIZ. CONT. REBAR FILLED CELL FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 a LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) - NO 5 HORIZ. REBAR 5/8" GRADE 40 REBAR STD 12" HOOK RECESSED LINTEL AT DOORS NON -RECESSED LINTEL AT WINDOWS 5/8" GRADE 40 REBAR EA SIDE OF OPENING W/ STD HOOK AT LINTEL �- FILLED CELL FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) 4" 2500/3000 P.S.I. CONC . SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 W1.4xW1.4 WWF OR FIBERMESH Ile - 2500/ 3000 PSI CONC SPREAD FOOTING OR THICK. EDGE OVER COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 W1.4xW1.4 WWF OR FIBERMESH PROVIDE ON BOT BUCK SP WINDOW/ MANUFAC COMPOSITE BEAM w/ (1) #5 P.C. LINTEII I U 'C P.C. LINTEL o OPENINGS STD. HOOK (TYP.) (2) #5 IN E CELL PER Pl. (TYP.) 1MIN. LAP VERT. A HORIZ. TENSION 25" MINIMUM (ACI (2) #5 DOWE TIED TOGET TYPICAL FTG./FND.� SEE PLAN FOR SPECV. SHEARWALL REINFORCEMENT SECTION SCALE: N.T.S. STD. 10" PRECAST TIE -BEAM HOOK (TYP.) HFAOFR —7 TIE -BEAM MODULUS OF ELASSTICITY DESIGN (E) az #5 REBAR AT TOP 01111 2,500 K.S.I. iii■ MIN. (1) REQ'D 'llYIPIE 8U8 8F8-08 PROVIDE HANGERS TO HOLD MIN 8F20 -M W24-08 BAR IN PLACE DURING POUR, 8F32 M 8F8 -1B BFR -1B 8F16-13 8F20-13 8F24-1BBF28-13 8F32-13 REFER TO MAN. SPECS. FOR (34') mill o_o CL SPACING REQUIREMENTS IF 4473 6039 ¢ REQUIRED 10472 119% NF_M 8" C.M.U. o (42`) PRECAST 2302 3000/2500 PSI GROUT 3377 4689 60m 736 8630 C-) z t536 4'-0" 5 REBAR AT BOTTOM �6 20292325 ice: 2496 OF LINTEL CAVITY wQ W z 6384 7358 2646 4473 W39 7526 9004 10472 MOB 4'-6" (54") r ---BOTTOM REINFORCING T787 CD 3352 3403 PROVIDED IN LINTEL 4896 5644 270 4027 6039 7526 9004 10472 %W (VARIES) (64") PRECAST, 1184 1223 PROVIDE SCREEN WHEN 1009 2317 2826 3336 BLOCK BELOW IS NOT 1665 2889 5057 60% 51M 6424 7450 5'-10' REQUIRED TO BE FILLED PRECAST 972 1300 RECESSED LINTEL ,TYPICAL TIE BEAM/LINTEL DETAIL FUU1«u )✓LLL- n/ 1 -J 0MR CONT. FROM BEAM TO FOOTING. STEP DOWN TIE BEAM HETA CONC STRAPS BOND BEAM -� NO 5 HORIZ. CONT. REBAR FILLED CELL FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 a LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) - NO 5 HORIZ. REBAR 5/8" GRADE 40 REBAR STD 12" HOOK RECESSED LINTEL AT DOORS NON -RECESSED LINTEL AT WINDOWS 5/8" GRADE 40 REBAR EA SIDE OF OPENING W/ STD HOOK AT LINTEL �- FILLED CELL FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) 4" 2500/3000 P.S.I. CONC . SLAB OVER 6 MIL V.B. OVER CLEAN COMPACT TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 W1.4xW1.4 WWF OR FIBERMESH Ile - 2500/ 3000 PSI CONC SPREAD FOOTING OR THICK. EDGE OVER COMPACT. TERMITE TREATED EARTH FILL REINFORCED WITH 6x6 W1.4xW1.4 WWF OR FIBERMESH PROVIDE ON BOT BUCK SP WINDOW/ MANUFAC COMPOSITE BEAM w/ (1) #5 P.C. LINTEII I U 'C P.C. LINTEL o OPENINGS STD. HOOK (TYP.) (2) #5 IN E CELL PER Pl. (TYP.) 1MIN. LAP VERT. A HORIZ. TENSION 25" MINIMUM (ACI (2) #5 DOWE TIED TOGET TYPICAL FTG./FND.� SEE PLAN FOR SPECV. SHEARWALL REINFORCEMENT SECTION SCALE: N.T.S. STD. 10" PRECAST TIE -BEAM HOOK (TYP.) HFAOFR —7 TIE -BEAM LINTELS AT FRONT DOOR U WITH TRANSOM #5 BAR CONTINUOUS CONCRETE(2500psi) M28 DRYS CONCRETE BLOCK � KNOCK -OUT" COURSE. U.) CELLS AND 'U" LINTEL n FILLED W/CONCRETE 7 5/8" #5 BAR (2500 PSI ® 28 DAYS) PRECACT"U" LINTEL #5 BAR ADDED THRU LINTEL TO SURPORT IN SPANS GREATER THAN 12'-0" COMPOSITE LINTEL SECTION SCALE; 3/4"=1'-0" SPECIFICATIONS 1. BAR STEEL SHALL BE MINIMUM GRAGE 40 DEFORMED EXCEPT WHERE PLAIN BARS (HOOKED FOR BOND ANCHORAGE) ARE SPECIFICALLY PERMITTED. 2. CONCRETE IN PRECAST MEMBERS TO BE MINIMUM 4,000p.s.i. F9 28 DAYS 3. LORD CAPACITIES ARE MAX. SAFE LORDS 8" BLOCK WALL I I #5 BAR LAPPED FILLED CELL II TO FTG. & LINTEL L #5 CORNER BAR ALL LAPS 25" MIN. BLOCK CORNED DETRIL DRILL 5" DEEP EPDXY 5 REBAR W/25" LAP, OR OPT. CONT. TO TIE BEAM #5 REBRR 3000 psi 8" SLUMP MAXIMUM SPACING OF FILLED CELLS UNGROUTED CELLS THAT CAN RESIST A 130 M.P.H. LOAD WIND (ASCE. 7-88 FIG. 3 - 15' - 20' HOT. - 22-'M MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 P.S.I. - A.C.I. 531 TABLE 10.1 SECTION PROPERTIES 8' PARTIALLY GROUTED WALL - 95.43' HASONARY STRUCTURES A.C.I.) M-wl/8.S-M/In.22.31'X'12/8.25.95.43' X-8.45' USE 8'-0' HORIZ SPACING 9'-4' CEILING MAX. USE 6'-0" HORIZ SPACING 10'-0' TO 13'-4' CEILING MAX. SAFE LOAD TABLES. FOR GRAVITY AND UPLIFT LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS MODULUS OF ELASSTICITY DESIGN (E) az GRAVITY 01111 2,500 K.S.I. iii■ I 'llYIPIE 8U8 8F8-08 6F12 -OB MIN 8F20 -M W24-08 8F28 -0B 8F32 M 8F8 -1B BFR -1B 8F16-13 8F20-13 8F24-1BBF28-13 8F32-13 :100 (34') mill 2302 3166 4473 6039 7526 9004 10472 119% Ilii' '11936 3'-6" (42`) PRECAST 2302 3x38 3377 4689 60m 736 8630 9947 3166 4473 W39 7526 9004 IU72 t536 4'-0" (48") �6 20292325 ice: 2496 3467 4438 5410 LINTELS AT FRONT DOOR U WITH TRANSOM #5 BAR CONTINUOUS CONCRETE(2500psi) M28 DRYS CONCRETE BLOCK � KNOCK -OUT" COURSE. U.) CELLS AND 'U" LINTEL n FILLED W/CONCRETE 7 5/8" #5 BAR (2500 PSI ® 28 DAYS) PRECACT"U" LINTEL #5 BAR ADDED THRU LINTEL TO SURPORT IN SPANS GREATER THAN 12'-0" COMPOSITE LINTEL SECTION SCALE; 3/4"=1'-0" SPECIFICATIONS 1. BAR STEEL SHALL BE MINIMUM GRAGE 40 DEFORMED EXCEPT WHERE PLAIN BARS (HOOKED FOR BOND ANCHORAGE) ARE SPECIFICALLY PERMITTED. 2. CONCRETE IN PRECAST MEMBERS TO BE MINIMUM 4,000p.s.i. F9 28 DAYS 3. LORD CAPACITIES ARE MAX. SAFE LORDS 8" BLOCK WALL I I #5 BAR LAPPED FILLED CELL II TO FTG. & LINTEL L #5 CORNER BAR ALL LAPS 25" MIN. BLOCK CORNED DETRIL DRILL 5" DEEP EPDXY 5 REBAR W/25" LAP, OR OPT. CONT. TO TIE BEAM #5 REBRR 3000 psi 8" SLUMP MAXIMUM SPACING OF FILLED CELLS UNGROUTED CELLS THAT CAN RESIST A 130 M.P.H. LOAD WIND (ASCE. 7-88 FIG. 3 - 15' - 20' HOT. - 22-'M MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 P.S.I. - A.C.I. 531 TABLE 10.1 SECTION PROPERTIES 8' PARTIALLY GROUTED WALL - 95.43' HASONARY STRUCTURES A.C.I.) M-wl/8.S-M/In.22.31'X'12/8.25.95.43' X-8.45' USE 8'-0' HORIZ SPACING 9'-4' CEILING MAX. USE 6'-0" HORIZ SPACING 10'-0' TO 13'-4' CEILING MAX. SAFE LOAD TABLES. FOR GRAVITY AND UPLIFT LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST W/ 2' RECESS DOOR U -LINTELS MODULUS OF ELASSTICITY DESIGN (E) az GRAVITY 01111 2,500 K.S.I. iii■ IL16Fi�'Q'1HI 'llYIPIE 8U8 8F8-08 6F12 -OB BF16-OB 8F20 -M W24-08 8F28 -0B 8F32 M 8F8 -1B BFR -1B 8F16-13 8F20-13 8F24-1BBF28-13 8F32-13 2'-10' (34') PRECAST 2302 3166 4473 6039 7526 9004 10472 119% 3166 4473 W39 7526 9004 10472 '11936 3'-6" (42`) PRECAST 2302 3x38 3377 4689 60m 736 8630 9947 3166 4473 W39 7526 9004 IU72 t536 4'-0" (48") PRECAST 20292325 2058 2496 3467 4438 5410 6384 7358 2646 4473 W39 7526 9004 10472 MOB 4'-6" (54") PRECAST 1651 T787 16x32657 3352 3403 4149 4896 5644 270 4027 6039 7526 9004 10472 %W 5'-4" (64") PRECAST, 1184 1223 x301 1009 2317 2826 3336 3846 1665 2889 5057 60% 51M 6424 7450 5'-10' (70") PRECAST 972 1300 U59 1474 1889 2304 2721 3x;7 1459 2464 4144 5458 4437 5280 6172 6'-6" (781 PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 33% 5260 7134 8995 6890 7'-6` (901 PRECAST 767 959• 1675 2385 1994 2439 2886 3333 1M 1675 2610 3839 55% 6613 5047 9'-4" (1121 PRECAST573 PRECAST 632 1049 1469 tm V.82 VM54 2027 768 im in 25" 3469 4030 3127 10'-6" (126") PRECAST 456 482 802 1125 95 1R2 1328 1535 658 1025 1514 2081 2774 3110 2404 11'-4' (136") PRECAST 445 598 935 1365 1854 2355 7293 2075 598 935 x865 1854 2441 365 4044 12'-0" (144'1 PRECAST 414 545 864 V54 1689 2074 1570 1818 555 864 '1254 1693 22fl 2832 35% 13'-4` (160") PRECAST 362 427 726 1028 W VGE 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0' (168") PRECAST 338 381 648 493 1190 1462 1087 1260 455 700 '1003 '035 1714 263 2666 14'-8" (1761 PRESTRESSED N.R. NR NR NR Ni NR NR NR 465 765 1370 2045 2610 3185 3765 6'-4' (1841 PRESTRESSED N.R. IJ3 NR NR NR N? NR NR 420 695 1250 1855 2370 2890 3410 17'-4' (2081 PRESTRESSED N.R. NR NR NR W NR NR Ni 310 530 950 1400 '1800 2200 2600 19'-4" (2321 PRESTRESSED N.R • NR NR N2 NR NR NR NR 240 400 750 1090 VA m0 2030 21'-4" x561 PRESTRESSED NR• NR NR NR NR NR NR NR W 330 610 940 x340 1780 2110 22'-0' (2641 PRESTRESSED N.R. N2 NR NR NR N2 NZ NR 160 300 570 870 1250 1660 1970 24'-0' (2881 PRESTRESSED N.R. NR NR N2 Nt NR N2 NR W 240 470 7M '030 1350 1610 8" PRECAST W/ 2' RECESS DOOR U -LINTELS PROVIDE 1/4 ON BOT. OF I #5 MODULUS OF ELASSTICITY DESIGN (E) az GRAVITY ' 01111 2,500 K.S.I. iii■ LENGTH TYPE 8RU6 ff&M &Tv-ae eruu-0e ells -M 57 22-M elate M OF3D-M eras -S SWD-B ff F% -V FIFS-S &722-8 a F2& -B OF30-B 4'-4' (52") PRECAST 1489 691 3053 2982 3954 4929 59U 6880 1827 3412 4982 6472 7947 9416 10878 4'-6' (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 1 9416 10878 5'-8" (681 PRECAST 785 832 1602 1550 2058 2566 3075 3585 163 2162 4074 6472 6516 5814 6839 5'-10" (701 PRECAST 736 729 1600 1449 1924 2400 2676 3352 1103 2051 3811 6472 6516 5450 6411 6'-8" (801 PRECAST e22 9G7 1 1577 2933 6 3223 1393" 4522 671 907 1 2933 4100 6730 8 n 6707 7'-6" (901 PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 9'-8" (1161 PRECAST 371 420 834 1253 1071 1342 1614 IBM 1:6 928 1497 2x79 2618 3595 2875 PROVIDE 1/4 ON BOT. OF I #5 bUUK arrtL; -1LU L3T MANDUFACTURER RCH WINDOW FRAMING DETAIL REINF STEEL DETAIL #5 STD. 90 HOOK FOUND CORNERS 25" MIN. LAP #5 REINFORCING BAR #5 LAP SPLICE 36" MIN. LAP #6 REINFORCING BAR #6 LAP SPLICE STD. REBAR SPLICES <t^%v4Mff1@ MODULUS OF ELASSTICITY DESIGN (E) az Mix.1111112L 01111 2,500 K.S.I. iii■ LATERAL �11ME .. 1 TYPE 8F8 -TT BF12-TT WS -7 ', 8F24-7 8F28-ff W32 -Tr 8 I 8IF8 8F8 -2T &F12 -2T 8F16 -2T W20 -2T 8F24 -2T 8F28 2T 8F32 -2T 2'-10" (34'1 MSM 2727 2878 4101 5332 6569 7811 9055 2021 2021 MSM 3'-6" (42'1 MIN 2165 11111111 3260 4237 ■1 6204 7192 ,MEN 1257 2165 226 3165 4125 5091 6061 7036 4'-0" -'■ PRECAST We -S 2832 3W4532 �1-I 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 �M (54'1 PRECAST _1111_ 1762 2507 3257 4010 4767 5525 727 �_--�— 1660 7205 2435 3171 3913 4658 5406 5'-4' (64") PRECASTx363 1393" bUUK arrtL; -1LU L3T MANDUFACTURER RCH WINDOW FRAMING DETAIL REINF STEEL DETAIL #5 STD. 90 HOOK FOUND CORNERS 25" MIN. LAP #5 REINFORCING BAR #5 LAP SPLICE 36" MIN. LAP #6 REINFORCING BAR #6 LAP SPLICE STD. REBAR SPLICES <t^%v4Mff1@ MODULUS OF ELASSTICITY DESIGN (E) az UPLIFT uj 2,500 K.S.I. to LATERAL LENGTH TYPE 8F8 -TT BF12-TT WS -7 W20 -1f 8F24-7 8F28-ff W32 -Tr 8 I 8IF8 8F8 -2T &F12 -2T 8F16 -2T W20 -2T 8F24 -2T 8F28 2T 8F32 -2T 2'-10" (34'1 PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6" (42'1 PRECAST 2165 2269 3260 4237 5219 6204 7192 1257 1257 2165 226 3165 4125 5091 6061 7036 4'-0" (48') PRECAST We W9 2832 3W4532 501 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54'1 PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 7205 2435 3171 3913 4658 5406 5'-4' (64") PRECASTx363 1393" 3642 2M 2741 3375 4010 4648 505 505 y,37 2050 2670 3293 3920 4549 5'-10" (70") PRECAST V72'n 1357 1930 62 3b'/ sees 8499 x T 9'-8" (116') 3663 65 424 418 418 � 384 6'-6" (781 PRECAST 114r 1200 T733 1 2250 2769 32972 36R 707 887 1141 1182 1684 2192 2700 3216 3732 7'-6" (90") PRECAST 959• 912 1475 1914 23'4 2767 - 591 657 990 '1029 1466 '507 2351 2731 3245 9'-4' (112") PRECAST 8or 612 980 TM S60 E52 454 630 801 755 1192 1550 M2271 2634 10'-6" (126") PRECAST 716- 498 793 1027 12x1 14% 1731 3% 493 716 611 1039 1389 nt1 2034 2358 11'-4" (136') PRECAST " 439 696 899 M4 1309 66 363 556 666 535 905 U95 695 18% 2198 12'-0" (1447 PRECAST 631 W W two 1372 340 494 631 4W 8n W9 M V999 13'-4' (160") PRECAST 5n TM 302 398 593 4406 66n ,5OU' 4 M7 1637 im 14'-0" (168") PRECAST 4W 316 493 635 778 922 U' 286 360 548 378 629 922 1254 667 1816 14'-8' (1761 PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 156 1491 1742 15'-4' (1841 PRESTRESSED N.R. 327 228 329 54 7913 ,072 1676 17'-4' (2081 PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 276 449 649 874 1121 1389 19'-4' (2321 PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 7% 940 t16o 21'-4' (2561 PRESTRESSED 145 1B6 278 356 433 512 590 N.R. T72 142 212 336 477 635 807 993 22'-0" (2641 PRESTRESSED 140 180 268 34341B 493 568 1 N.R. 161 137 205 322 457 607 771 947 24'-0" 01881 PRESTRESSED127 �5 244 312 380 447 5T N.R. 135 124 186 290 408 Me 680 833 A 4 9 ■■■SSSS■ ONES■■■■ _ ■NOES■■■ SEEMS■■■ .. ■E MINIM ■S■ ■■■■MMM■ • MMMINIM ■■M ■M MINIM MIN, ■ ■■ MINIM S■■ ■■■�■■M� ■■■' 7■CI ■M■� i■■■ E■■� il■■■■ • ONE ,,■■■ ■■■ MIN Mimi S ",=I I- : - 1, C- 11 1 M MODULUS OF ELASSTICITY DESIGN (E) az �i171 uj 2,500 K.S.I. to LATERAL LENGTH TYPE � Tr WFV-Tr OWK-rr ea�1r elFn-rr &T2&-rr ermatr 8RU6 BRF6 9 F&2T 9FV-7r SFX-Zr erf%-rr OYM-7r NFZ-2r elr.o-2r 4'-4' (52'1 a 1244 '673 2413 A 4 9 ■■■SSSS■ ONES■■■■ _ ■NOES■■■ SEEMS■■■ .. ■E MINIM ■S■ ■■■■MMM■ • MMMINIM ■■M ■M MINIM MIN, ■ ■■ MINIM S■■ ■■■�■■M� ■■■' 7■CI ■M■� i■■■ E■■� il■■■■ • ONE ,,■■■ ■■■ MIN Mimi S ",=I I- : - 1, C- 11 1 M 'REDUCE VALLE BY 15% FOR ORAOE 40 FIELD FEW N YPE DESIGNATION F - FILLED WITH GROUT / U - UNFILLED QUANTITY OF 05 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH - L QUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP MIN. 28 DAY DESIGN W0 MODULUS OF ELASSTICITY DESIGN (E) 2,500 P.S.I. UPLIFT uj 2,500 K.S.I. to LATERAL LENGTH TYPE � Tr WFV-Tr OWK-rr ea�1r elFn-rr &T2&-rr ermatr 8RU6 BRF6 9 F&2T 9FV-7r SFX-Zr erf%-rr OYM-7r NFZ-2r elr.o-2r 4'-4' (52'1 PRECAST 1244 '673 2413 3260 4112 4%7 5825 932 932 1244 619 2339 3170 4008 4850 56% 4'-6" (54'1 PRECAST Tm AM 3937 4033 853 853 im vM 2240 � 38 4 5453 5'-8" (681 PRECAST 924- T172 V% 2423 3055 36M 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" (70") PRECAST 896" 1138 1742 2352 2%5 3581 4198 469 469 896 '1099 1690 2288 2891 3497 4106 6'-8" (80'1 PRECAST 728 882 613 2042 2573 3107 3642 � 1100 778 9% 1468 1987 2509 3035 3563 7'-6' (90") PRECAST in 2280 7753 3227 710 941 62 3b'/ sees 8499 x T 9'-8" (116') PRECAST 533' 433 808 Tnon 1413 1704 19% 516 su 533 527 1009 1369 7/28 2088 'REDUCE VALLE BY 15% FOR ORAOE 40 FIELD FEW N YPE DESIGNATION F - FILLED WITH GROUT / U - UNFILLED QUANTITY OF 05 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH - L QUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP MIN. 28 DAY DESIGN W0 MODULUS OF ELASSTICITY DESIGN (E) 2,500 P.S.I. cit uj 2,500 K.S.I. to 4,000 K.S.I. 3,000 P.S.I. O 4_j uiM xM#5 BAR IN PR AST LINTEL UJ CL= -CD CD uj 'REDUCE VALLE BY 15% FOR ORAOE 40 FIELD FEW N YPE DESIGNATION F - FILLED WITH GROUT / U - UNFILLED QUANTITY OF 05 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH - L QUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP MIN. 28 DAY DESIGN W0 MODULUS OF ELASSTICITY DESIGN (E) 2,500 P.S.I. 3,000 K.S.I. 2,000 P.S.I. 2,500 K.S.I. 3,000 P.S.I. 4,000 K.S.I. 3,000 P.S.I. 3,200 K.S.I. 1. C -I -P CONCRETE C -I -P GROUT PRE -CAST CONCRETE LINTELS PRE -STRESSED CONCRETE LINTELS 2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 3. THE GROUT SHALL CONSIST OF A FINE GROUT MIX AS DESCRIBED IN ASTM C 476 AND PROPERTY SPECIFICATIONS AS DEFINED IN ACI 330.1-1.6.2.1 OR 1.6.2.2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT THE LOCATIONS INDICATED ON THE PLANS. ADDITIONAL CONSTRUCTION JOINTS OR ALTERATIONS TO THOSE SHOWN SHALL RE- QUIRE E- QUIRE WRITTEN APPROVAL FROM THE ENG I NEER OF RECORD. 5. METHOD OF CONCRETE FORMING" PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPEC I F I CAT I ONS AS STATED. { REINFORCEMENT AT GARAGE .� 0 C:) 0 C AbAft .78®727 efamm Asa 8727 eRa 8717 C uj > CL N.. .� Cn NO M 2 F-- r-1 11�11 Q NFU -MM lawt NF*,Bnr ss,ro�tr = U era N 0 •Q w C� 00 CD ''� .__I 0 u u r*ow wwaalff WWI" rr s 8727 H Q 0 W e�mrr ea emzr eye snr erfeertr > O J_ 0 Q o CM cit O Revision: Date: cam.. LST DRAFT 2-20-18 O 2W DRAFT 5 -ZZ -18 t • . = C • p� Prlrrt Date: Drawn by: '' -- 5 -ZZ -222)18 3C E LEPCRE cD File Name: Scale: eFe4.®m &W� E*fl.M *'A ->"r 6' Co ' O:� c CIS' eFmmnr n .ran 72727 .gym ear A n,..,� M,o, b LL .� +• ,d `irk, .� • ,,. 1 y�1, CD �- �sm•R iNterir er2plem FsE^a g MN� L Y � C I1 1rI U Co Cr C , I m F m .m = c+) av:;o®ar eF3DdVtr NF3) vrr a*xHDM m 6 8 m 2)p co .SQ Sheet*-. A%#cn v�- 00 xM#5 BAR IN PR AST LINTEL (2)#5'S VERTICAL IN GROUT FILLED CELL (1)#5 IN TIE B AM N W (1)#5 VERTICAL IN GROUT FILLED CELL (PER PLAN) ENTIRE COLUMN TO BE GROUT FILLED REINFORCEMENT AT GARAGE .� 0 C:) 0 C AbAft .78®727 efamm Asa 8727 eRa 8717 C uj > CL N.. .� Cn NO M 2 F-- r-1 11�11 Q NFU -MM lawt NF*,Bnr ss,ro�tr = U era N 0 •Q w C� 00 CD ''� .__I 0 u u r*ow wwaalff WWI" rr s 8727 H Q 0 W e�mrr ea emzr eye snr erfeertr > O J_ 0 Q o CM cit O Revision: Date: cam.. LST DRAFT 2-20-18 O 2W DRAFT 5 -ZZ -18 t • . = C • p� Prlrrt Date: Drawn by: '' -- 5 -ZZ -222)18 3C E LEPCRE cD File Name: Scale: eFe4.®m &W� E*fl.M *'A ->"r 6' Co ' O:� c CIS' eFmmnr n .ran 72727 .gym ear A n,..,� M,o, b LL .� +• ,d `irk, .� • ,,. 1 y�1, CD �- �sm•R iNterir er2plem FsE^a g MN� L Y � C I1 1rI U Co Cr C , I m F m .m = c+) av:;o®ar eF3DdVtr NF3) vrr a*xHDM m 6 8 m 2)p co .SQ Sheet*-. A%#cn v�- 00 GIRDER TRUSS PER PLAN 18" x 16" GRADE 3 t BETTER MACHINE )LT OR A307 ANCH. )LT (SEE NOTE) TIE BEAM TYP. 8' REINF. MAS. WALL OR LINTEL HIGH UPLIFT GIRDER TO MASONRY WALL/LINTEL MAX. UPLIFT CAP. - 3965= —GIRDER TRUSS (1 OR 2 PLY) STRAPPING PER TRUSS PLAN LEGEND BLE TOP PLATE 2.0E PSL LVL POST SIMPSON HTT22 w/20 -10d TO BUILT-UP COLUMN 1/2" x 8" A307 A. BOLT OR 5/8" WEDGE ANCHOR w/MIN. EMBED 4-1/2", MIN EDGE DIST. -2-1/2" BASE PLATE Y.P. 2x4 NOT TO SCALE HIGH REACTION FRAME SUPPORT GIRDER/BEAM CONN. UPLIFT CAP. o GIRDER: #2300 "HETA 20" STRAP NAILING SCHEDULE UPLIFT VALUE # NAILS REQUIRED 1810 (9) 10d x 1 1/2" 1200 (6) 10d x 1 1/2" 800 (4) 10d x 1 1/2" ADDITIONAL NOTES: ALL CONNECTIONS TO BE CONVERTED TO USP USING THIS CHART " MINIMUM 3" MEMBER REACTION ARE FOR ROOF LOADS ONLY """ DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON TEH OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS PROVIDE TEMPORARY AND PERMANENT BRACING PER PLAN DETAILS, TRUSS ENGINEERING DRAWINGS, AND TPI HIB -91 WHERE "H" INDICATED o CMU, USE 3/4" DIA. THREADED ROD EMB. 6" MIN, USING SIMP. "SET" SYSTEM (HIGH STRENGTH EPDXY) OR EQUAL WHERE "S" OR "I" INDICATED o CMU, USE 5/8" DIA. THREADED ROD EMB. 6" MIN, USING SIMP. "SET" SYSTEM (HIGH STRENGTH EPDXY) OR EQUAL USE (3) 0.131" X 3-1/4" PASELODE GUN NAILS FOR JACK TO HIP GIRDER CONNECTION o TOP & BOTTOM USE (1) MTW-16 o 4" O.C. (MAX.) FOR VALLEY TRUSS TO TRUSS BELOW CONNECTION (MIN) WHERE (2) ANCHORS INDICATED AT A BEARING CONDITION, APPLY ONE TO EACH SIDE OF TRUSS WHERE "C" INDICATED o HIP CORNER JACKS, ANCHOR CARRYING MEMBER TO TOP & BOTTOM CHORDS, IN ADDITION TO (3) 0.131" GUN NAILS NAIL SIZE AND QUANTITY PER MANUFACTURER DATA PRE-ENGINEERED ROOF TRUSS OR CONV. FRAMED RAFTER. SIMPSON "HETA 20" STRAP AT EACH TRUSS. NAILS PER SCHEDULE. CONCRETE BLOCK WALL TRUSS TO BLOCK CONNECTION (UNLESS OTHERWISE NOTED ON THE PLAN) SIMPSON "MTS 12" STRAP AT EA. TRUSS FOR UPLIFTS UP TO 860 LBS. - (14) 10d x 1 1/2" NAILS FOR EACH STRAP. CONTINUOUS DOUBLE 2x TOP PLATE. ADDITIONAL "MTS12" STRAP FOR UPLIFT LOADS OVER 860 LBS. & UP TO 1720 LBS. (LOCATE ON OPPOSITE SIDE OF TRUSS AND PLATE) PRE-ENGINEERED ROOF TRUSS OR CONV. 1 FRAMED RAFTER. FRAME BEARING WALL, BEAM, OR GIRDER TRUSS TRUSS TO UPLIFT CONNECTION CROSS-REFERENCE WALL, FASTENER BEAM, 1. SIMPSON PRODUCT OR USP PRODUCT CONNECTOR 3 CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS - 3"14 gage staples SYP SPF 2. Bridging to joist SYP SPF WALL A-23 485 365 4-10d x 1-1/2" EA. HDR & JOIST toenail each end 425 365 4-10d x 1-1/2" EA. HDR & JOIST A-34 365 315 8-8d x 1-1/2" P34 525 455 8-8d x 1-1/2" A35 645 600 12-8d x 1-1/2° IMPAII 505 435 12-8d x 1-1/2" ABU44 2200 2200 12-16d & 5/8' ANCHOR PAU44 2535 2535 12-164 BP3 0.131 nails at 8"o.c. N/A N/A 3X3X1/4 PLATE & 5/8" BOLT BP583 N/A N/A 3x3x1/4" Plate & 5/8" Bolt/Rod CC68 4040 4025 6-5/8" BOLTS KCC68 4025 4025 6-5/8" Bolts H2.5 415 365 10-8d RT7A 670 590 10-8d H2 5A 600 535 10-84 RT7 585 585 0-8d x 1-1/2" H3 .455 320 8-8d x 1-1/2' IRT3 550 510 8-8d x 1-1/2" H5 465 265 8-8d x 1-1/2" RT5 495 365 8-8d x 1-1/2" H7 NOT LISTED NOT LISTED RT20 1200 1065 22-10d x 1-1/2" H-8 745 565 10-10d x 1 1/2" LT W12 735 630 12-10d x 1-1/2" H10 9190 850 16-8d x 1-1/ 9. Double studs 8-8d x 1-1/2" & 8-10d H14 1350 1050 12-8d.x 1-1/2" & 15-8d 6 3450 3450 8-8d x 1-1/2" & 8- Od HCP2 605 520 12-10d x 1-1/2" 1HHCR2 630 580 20-19d x 1-1/2" HD2A ' 2775 2570 2-5/8" DIA.BOLTS ITD2 3435 3435 2-5/8" DIA. BOLTS HD5A ' 3705 3130 2-5/8" DIA.BOLTS JTD5 4180 4180 2-3/4" DIA. BOLTS HD6A 4405 3680 2-7/8" DIA. BOLTS T D6 6655 6655 3-3/4"BOLTS HD08 13. 7210 20 SDS 1/4 X 3" & 7/8" ANCHOR U HD8 11250 11250 24-WSC & 1-7/8" ROD HETA16 1810 1810 10-10d x 1 1/2" H A16 2005 2005 14-10d x 1-1/2" HETA20 1810 1810 10-10d x 1 1/2" HTA20 2005 2005 14-10d x 1-1/2" HGA10 940 435 4-WS15 TRUSS 4-WS3 PLATE HGAJO 1565 1315 4-WS15- TE HGT-2 10980 6485 2-5/8"DIA BOLTS & 8-104 IFLUGT2 9505 65452-5/8" DIA, BOLTS- HGT-4 9250 9250 16-10d &-2-3/4' TH ROD 9770 8-10d & 2-3/4" Th Rod HGUS210-2 3620 3050 62-164 THDH2 0-2 3970 3970 58-16d HTS20 1450 1245 20-10d & 24-10d x 1-1/2" HTW20 1530 1315 24-10d x 1-1/2" HTT16 4175 3695 5/8' ROD & 18-16d HTT16 4290 4290 5/8" Rod & 18-16d HTT22 5260 5250 32-16d SINKERS HTT22 3 5370 32-16d HU28 575 6-16d & 4-104 x 1-1/2" diagonal race to each stud and plate - - HU412 1570 1570 22-115d FACE & 10-10d JOIST IHD412 1825 1825 -1-1/2" 22-16d FA 0-104 JOIST HUC412-2 1810 1810 22-16d FACE & 10-10d JOIST IHD4121F 1825 1825 22-16d &10-10d HUS26 1550 1550 20-164 x 3-1/2' ITHD26 1825 1825 18-164 16-10d x 1-1/2" HUS28 2000 1720 30- 16d x 3-1/2" THD28 2330 2330 28-164 16-1041-1/2" HUS4102590 2590 16-16d MS410 2210 2210 16-16d HUSC412 3240 2700 0-1,6d JOIST & HDR liu C 412 3060 3060 10-16d JOIST & HDR ITT411.88 285 285 6-10d & 2-10d x 1-1/2" TH035118 295 295 18-10d & -104 x 1-1/2' IUT312 255 255 10-10d x 1 1/2" & 2-10d x 1-1/2' T F25 1 295 295 18-10d & 2-10d x 1-1/2" LGT2 2150 1850 30-16d SINKERS LUGT-2 2260 1945 30-16d SIMKENS LSTA24 1235 1235 18-10d LS A24 1305 1,305 22-10d x 1-1/2" LSTA30 1640 1640 22-104 1-1/2" LSTA36 1640 1640 24-104 - 1-1/2" LU26 490 565 6-10d & 4 -10d x 1-1/2" JL26 490 590 6-10d & 4-10d x 1-1/2" LUS26 1165 935 8-10d x 3' JUS26 1050/1115 111 8-10d MBHA 3775 3775 1 -ATR 3/4" x 8" & 18-10d NEM3X12SK45LEFT 3450 3450 1-1/2' J -Bolt & 14-10d META16 1450 1450 9-10d x 1-1/2" - 14-10d x 1-1/2" MGT _ 3955 3330 22-10d & 1-5/8' TH ROD IMUGT15 3965 333 22-10d & 1-5/8" TH Rod S MSTA-21 1460 1215 18-104 1.6-10d MSTA-24 16-104 - MTT28R 4455 4455 - - " SP4 885 760 6-10d x 1-1/2' SPT4 885 885 6-10d x 1-1/2" THJA26-Hi /Jack 960 785 20-16d & 6-10d x 1-1/2" HJC26 1840 1625 16-164 & 7-16d ADDITIONAL NOTES: ALL CONNECTIONS TO BE CONVERTED TO USP USING THIS CHART " MINIMUM 3" MEMBER REACTION ARE FOR ROOF LOADS ONLY """ DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON TEH OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS PROVIDE TEMPORARY AND PERMANENT BRACING PER PLAN DETAILS, TRUSS ENGINEERING DRAWINGS, AND TPI HIB -91 WHERE "H" INDICATED o CMU, USE 3/4" DIA. THREADED ROD EMB. 6" MIN, USING SIMP. "SET" SYSTEM (HIGH STRENGTH EPDXY) OR EQUAL WHERE "S" OR "I" INDICATED o CMU, USE 5/8" DIA. THREADED ROD EMB. 6" MIN, USING SIMP. "SET" SYSTEM (HIGH STRENGTH EPDXY) OR EQUAL USE (3) 0.131" X 3-1/4" PASELODE GUN NAILS FOR JACK TO HIP GIRDER CONNECTION o TOP & BOTTOM USE (1) MTW-16 o 4" O.C. (MAX.) FOR VALLEY TRUSS TO TRUSS BELOW CONNECTION (MIN) WHERE (2) ANCHORS INDICATED AT A BEARING CONDITION, APPLY ONE TO EACH SIDE OF TRUSS WHERE "C" INDICATED o HIP CORNER JACKS, ANCHOR CARRYING MEMBER TO TOP & BOTTOM CHORDS, IN ADDITION TO (3) 0.131" GUN NAILS NAIL SIZE AND QUANTITY PER MANUFACTURER DATA PRE-ENGINEERED ROOF TRUSS OR CONV. FRAMED RAFTER. SIMPSON "HETA 20" STRAP AT EACH TRUSS. NAILS PER SCHEDULE. CONCRETE BLOCK WALL TRUSS TO BLOCK CONNECTION (UNLESS OTHERWISE NOTED ON THE PLAN) SIMPSON "MTS 12" STRAP AT EA. TRUSS FOR UPLIFTS UP TO 860 LBS. - (14) 10d x 1 1/2" NAILS FOR EACH STRAP. CONTINUOUS DOUBLE 2x TOP PLATE. ADDITIONAL "MTS12" STRAP FOR UPLIFT LOADS OVER 860 LBS. & UP TO 1720 LBS. (LOCATE ON OPPOSITE SIDE OF TRUSS AND PLATE) PRE-ENGINEERED ROOF TRUSS OR CONV. 1 FRAMED RAFTER. FRAME BEARING WALL, BEAM, OR GIRDER TRUSS TRUSS TO FRAME CONNECTION WALL, FASTENER BEAM, 1. Joist to sill or girder OR I a I FLAT GIRDER 3 (UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED (UNLESS OTHERWISE NOTED ON THE PLAN) ENGINEERING DRAWINGS FROM THE TRUSS MANUFACTURER) - 3"14 gage staples J 2. Bridging to joist (SEE TYPICAL WALL SECTION FOR PLATE TO STUD CONNECTION) FLOOR TRUSSES AT 24" O.C. MAX. CONCRETE BLOCK WALL 2" MIN. DIMENSION TO STRAP FROM FACE OF BLOCK WALL 2x4 CONT. RIM BOARD AT TOP & BOT. CHORD CONNECT TO EA. FLR. TRUSS W/ (4) 16d NAILS SETBACK FACE OF RIM BOARD 1/2" FROM FACE OF BLOCK SIMPSON "HETA20" ANCHOR AT EACH FLOOR TRUSS - FILL ALL NAIL HOLES. FLOOR TRUSS/BEAM PERP IND ICULAR TO CMU WALL (UNLESS OTHERWISE NOTED ON THE PLAN) GABLE END FLOOR TRUSS OR LAM. BEAM PER PLAN PARALLEL TO WALL. SETBACK FACE OF TRUSS OR BEAM 1/2" FROM FACE OF BLOCK CONCRETE BLOCK WALL J SIMPSON "HETA20" ANCHOR AT 24" O.C. MAX. - PROVIDE 4" MIN. DIMENSION SOLID 2x4 VERTICAL BLOCKING TO STRAP FROM BETWEEN TRUSS TOP & BOTTOM FACE OF BLOCK WALL CHORDS FOR NAILING. (FILL ALL NAIL HOLES. FLOOR TRUSS/BEAM PARALLEL TO CMU WALL (UNLESS OTHERWISE NOTED ON THE PLAN) VERTICAL BEARING WALLS UN -ALIGNED i I I I I I — PROVIDE SOLID 2x BLOCKING BETWEEN STUDS FOR STRAP NAILING AT LOCATIONS WHERE 2ND STORY STUDS DO NOT P,:'L'IGN W/ 1ST STORY STUDS. SIMPSON "LSTA36" STRAP AT EACH STUD 16" O.C. MAX. CENTER STRAP ON FLOOR TRUSS DEPTH (FILL ALL NAIL HOLES AT STUDS/PLATES) FRAME BEARING WALL, BEAM, OR GIRDER TRUSS. VERTICAL BEARING WALLS ALIGNED 1ST STORY TO 2ND STORY FRAME WALL UPLIFT STRAP CONNECTIONS (UNLESS OTHERWISE NOTED ON THE PLAN) (SEE TYPICAL WALL SECTION FOR PLATE TO STUD CONNECTION) 0 o 0 0 2 0 210 0 0 0 0 0 ROOF NAILING SCHEDULE SHEATHING TO BE 23/32" OR 3/4" PLYWOOD - ZONE 1Q NAIL8d OR GUN NAIL EQUIV. (.099 OR .131 ) RINGSHANK o6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. ZONE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SHEATHING JOINTS ARE NOT REQUIRED TO BE STAGGERED PER FRBC 2017 EDITION. IF STAGGERED, SHEATHING JOINTS SHALL BE PLACED NO LESS THAN 2'-0" O.C. ALL SHINGLES/ OR ROOFING WILL BE INSTALLED ACC'DING TO MFGR'S. INSTALLATION LITERATURE & MUST BE PROVIDED BY THE BUILDER ON THE JOB SITE. ALL SLOPE OF 2:12 TO 4:12 - 2 LAYERS OF UNDERLAYMENT & SLOPE OF 4:12 OR GREATER- 1 LAYER. ALL FELT TYPE I OR II (15/30#) INSTALL PER ASTM D 225, 3463, F 1667 & FBC 2007 SIDEWALL/ GABLE WALL NAILING SCHEDULE W J M Q CD SIDEWALL/GABLE ENDS: - SHEATHING TO BE 32/16 APA SPAN (MIN 1/2" PLYWOOD) OR 5/8" CDX PER SPAN RATING. - NAIL W/ (2) ROWS 0" O.C. AT TOP AND ONE ROW o BOTTOM OF WALL (INTO SILL AND TOP PLATES RESPECTIVELY) 6" ALL OTHER EDGES AND 12" IN FIELD. 2x4 PT BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS AND ALL L OCATIONS TO MEED NAILING SPACING REQUIREMENTS. NAILS: - NAILS USED IN ALL SHEATHING APPL I CAT I ONS SHALL BE 6d COMMON AT WALLS, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. 1ST & 2ND STORY FRAME WALL NAILING SCHEDULE SIDEWALL/GABLE ENDS: - SHEATHING TO BE 1/2" PLYWOOD - NAIL W/ (2) ROWS 0" O.C. AT TOP AND ONE ROW o BOTTOM OF WALL (INTO SILL /TOP PLATES RESPECTIVELY 6" ALL OTHER EDGES AND 8" IN FIELD. 2X4/6 PT BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. - MIN 48" BRACING/ SHEATHING REQUIRED AT EACH CORNER NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 10d COMMON, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FLOOR SHEATHING NAILING SCHEDULE 3/4" (22/32 NOMINAL SPAN RATED UNDERLAYMENT) TO FLOOR TRUSSES USING 8d COMMONS OR 6d DEFORMED NAILS o 6" O.C. AT EDGES 12" FIELD OR 0.097-0.099 GUN NAIL (1-7/8") 3" O.C. EDGES 6" O.C. FIELD ALL SHEATHING TO BE PERPENDICULAR TO JOISTS AND FLOOR SYSTEM. TRUSS FRAMING NOTES - OWNER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. - ALL rROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS AND ELEVATIONS. - TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. ALIGN TRUSSES AND HAND FRAMING SO AS ALL GYPSUM WALL BOARD TO BE CONTINUOUS FROM FLOOR TO CEILING. REFER TO MAN. SPECS. FOR INSTALLATION REQ. OF ALL HARDWARE BEFORE INSTALLATION. ALL FASCIA BOARD TO BE 2x4 U.N.O. VENT SIZES TO BE CALCULATED BY OTHERS VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FRBC 2017 VERIFY AND INSTALL ALL REQUIRED FLASHING &/OR CRICKETS) TO ENSURE ADEQUETE ROOF DRAINAGE AND TO ENSURE LEAK FREE ROOF DIAPHRAM. FASTENING SCHEDULE 14-1 CONNECTION SIMPSON "SP4" (MIN.) FASTENER LOCATION 1. Joist to sill or girder - 8d common I a I SIMPSON "LSTA12" (MIN.) i PRE-ENGINEERED 3 - 3" 0.131 nails toenail AT 24" O.C. MAX. (FILL ALL NAIL HOLES) 3 - 3"14 gage staples J 2. Bridging to joist - common SIMPSON "MTS12" 2 - 3" 0.131 nails toenail each end BEARING WALL, BEAM, TOP PLATE. (FILL 2 - 3"14 gage staples 3. 16 subflooror less to each joist - common ace nal 4. Wider than6l subfloorto each joist - ad common face nal 5. 2" subfloorto joist or girder - common m an ace nal 6. Sole plate to joist or blocking at o.c. 3 0.131 nails at 8"o.c. typical face nail 3 14 gage staples at 12" o.c. Sole plate to joist or blocking at braced 3 - 16d at 16 o.c. wall panel 4 - 30.131 nails at 16" O.C. braced wall panels 4 - 314 gage staples per 16" O.C. 7. Top plate to stud - common 3 - 3 0.131 nails end nail 3 - 3 14 gage staples 8. Stud to sole plate 4 - 8d common toenail 4 - 3 0.131 nails 3 - 314 gage staples 2 - 16d common 3 - 3 0.131 nails end nail 3 - 314 gage staples 9. Double studs at 24 0.c. 3 - 0.131 nail at 8" o.c. face nail 3 - 14 gage staple at 8"o.c. 11. Blocking between joists or rafters to top pl te3 - 8d common 3 - 30.131 nails toenail 3 - 14 gage staples 12. Rim joist to top plate ad at mm o.c. 3 0.131 nail at 6" o.c. toenail 3 14 gage staple at 6" o.c. 13. Top plates, laps and intersections - 16d common 3 - 3 0.131 nails face nail' 3 - 314 gage staples 14. Continuous header , two pieces 164 common o.c. along edge 15. Ceiling joists to plate - common 5 - 3 0.131 nails toenail 5 - 314 gage staples 16. Continuous header to stud 4 - 8d common toenail 17. Ceiling joists, laps over partitions 3 - 16d common minimum, T (see Section 2308.10.4.1. Table 2308.10.4.1) 4 - 3 0.131 nails face nail 4 - 3 14 gage staples 18. Ceiling joists to parallel rafters 3 - 16d common minimum, T (see Section 2308.10.4.1, Table 2308.10.4.1) 4 - 30.131 nails face nail 4 - 3 14 gage staples 19. Rafter to plate 3 - ad common (see Section 2308.10.1, Table 2308.10.1) 3 - 3 0.131 nails toenail 3 - 314 gage staples diagonal race to each stud and plate 2 - ad common 2 - 30.131 nails face nail 2 - 14 gage staples face nail 23. Built-up corner studs 16d common 24" o.c. 3 - 0.131 nails 16" o.c. 3 -14 gage staples 16" O.C. 25. 2" planks at each bearing , 26. Collar tie to rafter - common 4 - 3 0.131 nails face nail 4 - 314 gage staples face nail VERTICAL BEARING WALLS UN -ALIGNED i I I I I I — PROVIDE SOLID 2x BLOCKING BETWEEN STUDS FOR STRAP NAILING AT LOCATIONS WHERE 2ND STORY STUDS DO NOT P,:'L'IGN W/ 1ST STORY STUDS. SIMPSON "LSTA36" STRAP AT EACH STUD 16" O.C. MAX. CENTER STRAP ON FLOOR TRUSS DEPTH (FILL ALL NAIL HOLES AT STUDS/PLATES) FRAME BEARING WALL, BEAM, OR GIRDER TRUSS. VERTICAL BEARING WALLS ALIGNED 1ST STORY TO 2ND STORY FRAME WALL UPLIFT STRAP CONNECTIONS (UNLESS OTHERWISE NOTED ON THE PLAN) (SEE TYPICAL WALL SECTION FOR PLATE TO STUD CONNECTION) 0 o 0 0 2 0 210 0 0 0 0 0 ROOF NAILING SCHEDULE SHEATHING TO BE 23/32" OR 3/4" PLYWOOD - ZONE 1Q NAIL8d OR GUN NAIL EQUIV. (.099 OR .131 ) RINGSHANK o6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. ZONE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SHEATHING JOINTS ARE NOT REQUIRED TO BE STAGGERED PER FRBC 2017 EDITION. IF STAGGERED, SHEATHING JOINTS SHALL BE PLACED NO LESS THAN 2'-0" O.C. ALL SHINGLES/ OR ROOFING WILL BE INSTALLED ACC'DING TO MFGR'S. INSTALLATION LITERATURE & MUST BE PROVIDED BY THE BUILDER ON THE JOB SITE. ALL SLOPE OF 2:12 TO 4:12 - 2 LAYERS OF UNDERLAYMENT & SLOPE OF 4:12 OR GREATER- 1 LAYER. ALL FELT TYPE I OR II (15/30#) INSTALL PER ASTM D 225, 3463, F 1667 & FBC 2007 SIDEWALL/ GABLE WALL NAILING SCHEDULE W J M Q CD SIDEWALL/GABLE ENDS: - SHEATHING TO BE 32/16 APA SPAN (MIN 1/2" PLYWOOD) OR 5/8" CDX PER SPAN RATING. - NAIL W/ (2) ROWS 0" O.C. AT TOP AND ONE ROW o BOTTOM OF WALL (INTO SILL AND TOP PLATES RESPECTIVELY) 6" ALL OTHER EDGES AND 12" IN FIELD. 2x4 PT BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS AND ALL L OCATIONS TO MEED NAILING SPACING REQUIREMENTS. NAILS: - NAILS USED IN ALL SHEATHING APPL I CAT I ONS SHALL BE 6d COMMON AT WALLS, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. 1ST & 2ND STORY FRAME WALL NAILING SCHEDULE SIDEWALL/GABLE ENDS: - SHEATHING TO BE 1/2" PLYWOOD - NAIL W/ (2) ROWS 0" O.C. AT TOP AND ONE ROW o BOTTOM OF WALL (INTO SILL /TOP PLATES RESPECTIVELY 6" ALL OTHER EDGES AND 8" IN FIELD. 2X4/6 PT BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. - MIN 48" BRACING/ SHEATHING REQUIRED AT EACH CORNER NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 10d COMMON, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FLOOR SHEATHING NAILING SCHEDULE 3/4" (22/32 NOMINAL SPAN RATED UNDERLAYMENT) TO FLOOR TRUSSES USING 8d COMMONS OR 6d DEFORMED NAILS o 6" O.C. AT EDGES 12" FIELD OR 0.097-0.099 GUN NAIL (1-7/8") 3" O.C. EDGES 6" O.C. FIELD ALL SHEATHING TO BE PERPENDICULAR TO JOISTS AND FLOOR SYSTEM. TRUSS FRAMING NOTES - OWNER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. - ALL rROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS AND ELEVATIONS. - TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. ALIGN TRUSSES AND HAND FRAMING SO AS ALL GYPSUM WALL BOARD TO BE CONTINUOUS FROM FLOOR TO CEILING. REFER TO MAN. SPECS. FOR INSTALLATION REQ. OF ALL HARDWARE BEFORE INSTALLATION. ALL FASCIA BOARD TO BE 2x4 U.N.O. VENT SIZES TO BE CALCULATED BY OTHERS VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FRBC 2017 VERIFY AND INSTALL ALL REQUIRED FLASHING &/OR CRICKETS) TO ENSURE ADEQUETE ROOF DRAINAGE AND TO ENSURE LEAK FREE ROOF DIAPHRAM. 2ND STORY 14-1 BEARING WALL SIMPSON "SP4" (MIN.) STRAP AT EACH STUD �A I a I SIMPSON "LSTA12" (MIN.) i PRE-ENGINEERED STRAP AT EACH FLOOR FLOOR TRUSSES TRUSS TO PLATE. AT 24" O.C. MAX. (FILL ALL NAIL HOLES) J _ a SIMPSON "MTS12" STRAP AT EACH 1ST STORY FRAME FLOOR TRUSS TO BEARING WALL, BEAM, TOP PLATE. (FILL OR GIRDER TRUSS. ALL NAIL HOLES) VERTICAL BEARING WALLS UN -ALIGNED i I I I I I — PROVIDE SOLID 2x BLOCKING BETWEEN STUDS FOR STRAP NAILING AT LOCATIONS WHERE 2ND STORY STUDS DO NOT P,:'L'IGN W/ 1ST STORY STUDS. SIMPSON "LSTA36" STRAP AT EACH STUD 16" O.C. MAX. CENTER STRAP ON FLOOR TRUSS DEPTH (FILL ALL NAIL HOLES AT STUDS/PLATES) FRAME BEARING WALL, BEAM, OR GIRDER TRUSS. VERTICAL BEARING WALLS ALIGNED 1ST STORY TO 2ND STORY FRAME WALL UPLIFT STRAP CONNECTIONS (UNLESS OTHERWISE NOTED ON THE PLAN) (SEE TYPICAL WALL SECTION FOR PLATE TO STUD CONNECTION) 0 o 0 0 2 0 210 0 0 0 0 0 ROOF NAILING SCHEDULE SHEATHING TO BE 23/32" OR 3/4" PLYWOOD - ZONE 1Q NAIL8d OR GUN NAIL EQUIV. (.099 OR .131 ) RINGSHANK o6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. ZONE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SHEATHING JOINTS ARE NOT REQUIRED TO BE STAGGERED PER FRBC 2017 EDITION. IF STAGGERED, SHEATHING JOINTS SHALL BE PLACED NO LESS THAN 2'-0" O.C. ALL SHINGLES/ OR ROOFING WILL BE INSTALLED ACC'DING TO MFGR'S. INSTALLATION LITERATURE & MUST BE PROVIDED BY THE BUILDER ON THE JOB SITE. ALL SLOPE OF 2:12 TO 4:12 - 2 LAYERS OF UNDERLAYMENT & SLOPE OF 4:12 OR GREATER- 1 LAYER. ALL FELT TYPE I OR II (15/30#) INSTALL PER ASTM D 225, 3463, F 1667 & FBC 2007 SIDEWALL/ GABLE WALL NAILING SCHEDULE W J M Q CD SIDEWALL/GABLE ENDS: - SHEATHING TO BE 32/16 APA SPAN (MIN 1/2" PLYWOOD) OR 5/8" CDX PER SPAN RATING. - NAIL W/ (2) ROWS 0" O.C. AT TOP AND ONE ROW o BOTTOM OF WALL (INTO SILL AND TOP PLATES RESPECTIVELY) 6" ALL OTHER EDGES AND 12" IN FIELD. 2x4 PT BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS AND ALL L OCATIONS TO MEED NAILING SPACING REQUIREMENTS. NAILS: - NAILS USED IN ALL SHEATHING APPL I CAT I ONS SHALL BE 6d COMMON AT WALLS, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. 1ST & 2ND STORY FRAME WALL NAILING SCHEDULE SIDEWALL/GABLE ENDS: - SHEATHING TO BE 1/2" PLYWOOD - NAIL W/ (2) ROWS 0" O.C. AT TOP AND ONE ROW o BOTTOM OF WALL (INTO SILL /TOP PLATES RESPECTIVELY 6" ALL OTHER EDGES AND 8" IN FIELD. 2X4/6 PT BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. - MIN 48" BRACING/ SHEATHING REQUIRED AT EACH CORNER NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 10d COMMON, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FLOOR SHEATHING NAILING SCHEDULE 3/4" (22/32 NOMINAL SPAN RATED UNDERLAYMENT) TO FLOOR TRUSSES USING 8d COMMONS OR 6d DEFORMED NAILS o 6" O.C. AT EDGES 12" FIELD OR 0.097-0.099 GUN NAIL (1-7/8") 3" O.C. EDGES 6" O.C. FIELD ALL SHEATHING TO BE PERPENDICULAR TO JOISTS AND FLOOR SYSTEM. TRUSS FRAMING NOTES - OWNER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. - ALL rROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS AND ELEVATIONS. - TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. ALIGN TRUSSES AND HAND FRAMING SO AS ALL GYPSUM WALL BOARD TO BE CONTINUOUS FROM FLOOR TO CEILING. REFER TO MAN. SPECS. FOR INSTALLATION REQ. OF ALL HARDWARE BEFORE INSTALLATION. ALL FASCIA BOARD TO BE 2x4 U.N.O. VENT SIZES TO BE CALCULATED BY OTHERS VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FRBC 2017 VERIFY AND INSTALL ALL REQUIRED FLASHING &/OR CRICKETS) TO ENSURE ADEQUETE ROOF DRAINAGE AND TO ENSURE LEAK FREE ROOF DIAPHRAM. 1717❑ 1717❑❑❑ ❑0❑❑0000 O ❑❑1717❑❑❑❑ z ,— ❑C7❑❑❑❑❑0 Q cn 0❑❑0❑177❑ F- rn ❑0000❑❑❑ c/) Qr- cz ❑❑0001700 d Q [1001100 E_10 U -J w 1:1001:101-1:117-1 jo LU❑ cz E10n11 10 ED El D o 0 0-� —C 011171 1717❑ El Li LLI 0 0 000❑❑❑❑❑ «sUJ O V > z UJ c� UJ N o � J C-) — a O o = Cnccs -oUJ U CD CD U) CD vi CM C � O � U N w C� CD < �-1— H J � 0 W > O 00 J U_ me-- < O C/) Cz C) CM c� O Revision: Date: Q IST DRAFT 2-20-18 O ZPD DRAFT 5-22-18 U CM Print Date: Drawn by: 5-Z2-2018 3CE LSE U) O File Name: Scale: C:) y - 2L 0 r4-5-4 P� W �A T V J 1717❑ 1717❑❑❑ ❑0❑❑0000 O ❑❑1717❑❑❑❑ z ,— ❑C7❑❑❑❑❑0 Q cn 0❑❑0❑177❑ F- rn ❑0000❑❑❑ c/) Qr- cz ❑❑0001700 d Q [1001100 E_10 U -J w 1:1001:101-1:117-1 jo LU❑ cz E10n11 10 ED El D o 0 0-� —C 011171 1717❑ El Li LLI 0 0 000❑❑❑❑❑ «sUJ O V > z UJ c� UJ N o � J C-) — a O o = Cnccs -oUJ U CD CD U) CD vi CM C � O � U N w C� CD < �-1— H J � 0 W > O 00 J U_ me-- < O C/) Cz C) CM c� O Revision: Date: Q IST DRAFT 2-20-18 O ZPD DRAFT 5-22-18 U CM Print Date: Drawn by: 5-Z2-2018 3CE LSE U) O File Name: Scale: C:) at CD psi Q + o # 8" C)::� L) LTJ T vo ;.e N :so = wM Lo aa•s NR.9:9 Sheet#: �a 9m Arm11Al %0o s y - 2L 0 r4-5-4 P� T at CD psi Q + o # 8" C)::� L) LTJ T vo ;.e N :so = wM Lo aa•s NR.9:9 Sheet#: �a 9m Arm11Al %0o s 20'-0" MAX 20'-0" MAX lo "X" BRACE SEE CONTINUOUS BO TOM CHORD DETAIL TO RIGHT BRACING 1 X 4 IN. SEE DETAIL BELOW 0 Z Lu a_ 64 1111111 mkq N loss Ile 1 " EDGE 1 1/2" EDGE-) 2 1/2" EDGE-) 111111 SPACING U aq, 04t.41 14 114.1 1111 r STRUCTURAL 1 o 6" O.C. X Z - �? NAIL SPACING " X w a 6" IN FIELD III " STRAPS FROM STUD TO STUD 9 N _j _J w z M N m WIN 2 SPF OR SYP a a ACROSS DBL. PLATE C3 .a o X� 0 0 w o w I CD Q 0 o a 0 w NOTE: l I SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING LTOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING o THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 3) BUILDER TO PROVIDE 2x4 SYP BLOCKING o 24" O.C. AT HIP TRUSSES TO COMPLY WITH APA SPAN RATING. FOR SHEATHING. PERMANENT TRUSS BRACING AS PER HIB 91 SCALE: N.T.S. 2"x6" SPF BRACE TO SIDE OF GABLE WEBS 4'-0' OR LONGER W/ 10d o 4" O.C. (TYP) NOTCH PLYWOOD AROUND VERT. WEBS & NAIL INTO TOP OF BOTTOM CHORD 23/32" MIN. PLYWOOD SHEATHING NAILED W/ 8d o 4" O.C. EDGES 8" O.C. FIELD WITHIN 8' OF GABL ENDS, 6" O.C. EDGES, 12" O.C. F ELSEWHERE / '2"X8" RIDGE BD. (SYP) 2"X6" SYP RAFTER o24" O.C. 7/16" O.S.B. W/NAILING PER SCHEDULE H3 310d C MMON NAILS 2"X4" NO.2 SYP VERTICAL CONTINUE o 4'-0" O.C. MAX. RAFTER WITH HORIZONTAL 2"X4" BEVELTCUT HEEL. 2"X4' NO. 2 SYP H3 —7 H3 (SIMPSON) ANCHORMING (TYP.) L 7/16" O.S.B. SHEATHING TRUSS TOP CHORDS -3-16D COMMON NAILS HORIZONTAL 2"X4" TO EACH TRUSS CONVENTIONAL FRAMING NO SCALE f -_-%CROSS BRACING DETAIL (TYP.) SCALE: 3/8" = 1'-0" PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING 6" OVERLAP AT LEAST ONE TRUSS SPACE \-MINIMUM (2) 12d PER JOINT \-MINIMUM 1'x4" TRUSS BRACING TRUSS BRACING OVERLAP DETAIL (TYP . ) ATTIC TRUSS BRACING - MASONRY GABLE END TRUSS CONVENTIONAL FRAMING NOTES - OWNER TO RE -VERIFY ALL RAFTER SPANS, SPANS BASED ON INFORMATION PROVIDED 2X6'S SYP RAFTERS NOT TO SPAN MORE THAN 13'-5", 2X4'S NO MORE THAN 8'-6" e 16" O.C. ROOF RAFTERS & 8'-7" CLG JOISTS (SPF) PER TABLE R802.2.3.1(2) ALL ROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS AND ELEVATIONS. - RAFTER SPACING SHALL BE 24" 06) 16" O.C.(2X4) MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. ALIGN TRUSSES AND HAND FRAMING SO AS ALL GYPSUM WALL BOARD TO BE CONTINUOUS FROM FLOOR TO CEILING. REFER TO SIMPSON/ MAN. SPECS. FOR INSTALLATION REQ. OF ALL HARDWARE BEFORE INSTALLATION. - ALL FASCIA BOARD TO BE 2x4 OR ALUM/VINYL U.N.O. - VERIFY AND INSTALL ALL REQUIRED FLASHING &/OR CRICKET(S) TO ENSURE ADEQUETE ROOF DRAINAGE AND TO ENSURE LEAK FREE ROOF DIAPHRAM . ALL SPANNING LUMBER & ROOF RAFTERS, #2 SOUTHERN YELLOW PINE (SYP) ALL OTHER LUMBER (NOT INCL. POSTS) PERMITTED TO BE SPRUCE PINE FIR (SPF) NAIL SPACING TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- on 1 " EDGE 1 1/2" EDGE-) 2 1/2" EDGE-) SPACING SPACING U 7/16" r STRUCTURAL 1OdX3" COMMON o 6" O.C. X Z - �? NAIL SPACING " X w a 6" IN FIELD G " STRAPS FROM STUD TO STUD 9 N _j _J w z M N 2 SPF OR SYP a a ACROSS DBL. PLATE N 'RUSS WEB ° N 1 3 TYP. N 10dX3 • • • • . �— 20 P.T. BASE PLATE COMMON ® SIMPSON LSTA30 W/22 -10d x 1 1/2" BALANCED NAILING TYP. - SEE FLOOR PLAN FOR B.U.C. PLACEMENT ® SIMPSON LSTA36 W/14 -10d BALANCED NAILING AT GARAGE SIDE - INSTALL 1/2" PLYWOOD © (1) SIMPSON SP1 0 16" O.C. 1OdX3" �p (SEE WALL SHEATHING DETAILS) X INTERIOR 2 STAGE WALL © 2 -PLY 2x12 N0.2 SYP HEADER o OPENINGS U.N.O. X © SIMPSON HTT22 w/20 -10d & 5/8"x 7" WEDGE ANCHOR O AT ALL SHEARWALL ENDS AS SHOWN COMMON z FLOOR TRUSS PARALLEL TO WALLS � N J Q z NOTE, FOR EXT LEFT WALL- USE MTS 16'S TOP AND BOTTOM CD 0 SP -10 FROM ROOF TRUSSES TO DOUBLE TOP PLATE OPP. SIDE Z � o U N s} a 0 1OdX3" CING X OPP M SIDE (2)2X4's (2)2X6's (2)2X8's BUILT UP STUD COLUMN DTLS 2 STORY HEIGHT WALLS SCALE: 1/2" • 1'-0' 2"x6" SPF BRACE TO SIDE OF GABLE WEBS 4'-0' OR LONGER W/ 10d o 4" O.C. (TYP) NOTCH PLYWOOD AROUND VERT. WEBS & NAIL INTO TOP OF BOTTOM CHORD 23/32" MIN. PLYWOOD SHEATHING NAILED W/ 8d o 4" O.C. EDGES 8" O.C. FIELD WITHIN 8' OF GABL ENDS, 6" O.C. EDGES, 12" O.C. F ELSEWHERE / '2"X8" RIDGE BD. (SYP) 2"X6" SYP RAFTER o24" O.C. 7/16" O.S.B. W/NAILING PER SCHEDULE H3 310d C MMON NAILS 2"X4" NO.2 SYP VERTICAL CONTINUE o 4'-0" O.C. MAX. RAFTER WITH HORIZONTAL 2"X4" BEVELTCUT HEEL. 2"X4' NO. 2 SYP H3 —7 H3 (SIMPSON) ANCHORMING (TYP.) L 7/16" O.S.B. SHEATHING TRUSS TOP CHORDS -3-16D COMMON NAILS HORIZONTAL 2"X4" TO EACH TRUSS CONVENTIONAL FRAMING NO SCALE f -_-%CROSS BRACING DETAIL (TYP.) SCALE: 3/8" = 1'-0" PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING 6" OVERLAP AT LEAST ONE TRUSS SPACE \-MINIMUM (2) 12d PER JOINT \-MINIMUM 1'x4" TRUSS BRACING TRUSS BRACING OVERLAP DETAIL (TYP . ) ATTIC TRUSS BRACING - MASONRY GABLE END TRUSS CONVENTIONAL FRAMING NOTES - OWNER TO RE -VERIFY ALL RAFTER SPANS, SPANS BASED ON INFORMATION PROVIDED 2X6'S SYP RAFTERS NOT TO SPAN MORE THAN 13'-5", 2X4'S NO MORE THAN 8'-6" e 16" O.C. ROOF RAFTERS & 8'-7" CLG JOISTS (SPF) PER TABLE R802.2.3.1(2) ALL ROOF PITCHES ARE TO BE SET AS INDICATED ON PLANS AND ELEVATIONS. - RAFTER SPACING SHALL BE 24" 06) 16" O.C.(2X4) MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS OTHERWISE NOTED. ALIGN TRUSSES AND HAND FRAMING SO AS ALL GYPSUM WALL BOARD TO BE CONTINUOUS FROM FLOOR TO CEILING. REFER TO SIMPSON/ MAN. SPECS. FOR INSTALLATION REQ. OF ALL HARDWARE BEFORE INSTALLATION. - ALL FASCIA BOARD TO BE 2x4 OR ALUM/VINYL U.N.O. - VERIFY AND INSTALL ALL REQUIRED FLASHING &/OR CRICKET(S) TO ENSURE ADEQUETE ROOF DRAINAGE AND TO ENSURE LEAK FREE ROOF DIAPHRAM . ALL SPANNING LUMBER & ROOF RAFTERS, #2 SOUTHERN YELLOW PINE (SYP) ALL OTHER LUMBER (NOT INCL. POSTS) PERMITTED TO BE SPRUCE PINE FIR (SPF) NAIL SPACING 2"x4" SPF W/ 4-10d TOP & BOTTOM CHORD NAIL VERTICAL SHEATHING TO 2x SPF BLOCKING BETWEEN TOP CHORDS w/lOd x 1 1/2 o 3" O.C. 1/2' PLYWOOD SHEATHING NAILED W/ 8d o 3" O.C. EDGES 6" O.C. FIELD FOR 4 BAYS (TYP) NAIL BOTTOM CHORD TO PLATE W/ 16d o 4" O.C. 2"x8 P.T. PLATE W/ 1/2" X 8" A.B. o 32" O.C. _ 2x SPF BLOCKING TO MATCH DEPTH OF BOTTOM CHORD FOR 4 BAYS o 4' O.C. w/BLOCKING NOTCHED AROUND PLATE o GABLE END (TYP) CMU WALL PER PLAN NOTCH VERTICAL SHEATHING AROUND WEBS/BOTTOM CHORDS AND NAIL DIRECTLY TO BLOCKING BENEATH EDGE OF FLOOR w/10d X 1 1/2 0 3" O.C. OR NAIL SHEATHING TO 2x SPF o 3" O.C. w/10d x 1 1/2 AND NAIL 2x TO BLOCKING BENEATH FLOOR w/10d o 3" O.C. 1 ROW NAILS o 3" O.C. STAGGERED DOUBLE TOP PLATE STRUCTURAL SHEATHING 2x6 BLOCKING o SHEATHING SPACE NOTE: PROVIDE BLOCKING o ALL SHEATHING EDGES. SINGLE NAIL EDGE SPACING EXTERIOR WALL & GABLE END SHEATHING J Q VERTICAL HORIZONTAL 'U. 14 REQUIRED SPACING SPACING U 7/16" r STRUCTURAL 6" O.C. w 6" O.C. SHEATHING 'INTERCHANGE' 2-1/2"x. .099" DIAMETER POWER DRIVE - NAIL SPACING Cn uj a 6" IN FIELD G x x STRAPS FROM STUD TO STUD z _j _J w z 2 SPF OR SYP a a ACROSS DBL. PLATE 'RUSS WEB ° TYP. • • • • . �— 20 P.T. BASE PLATE C; ® SIMPSON LSTA30 W/22 -10d x 1 1/2" BALANCED NAILING TYP. - SEE FLOOR PLAN FOR B.U.C. PLACEMENT ® SIMPSON LSTA36 W/14 -10d BALANCED NAILING AT GARAGE SIDE - INSTALL 1/2" PLYWOOD © (1) SIMPSON SP1 0 16" O.C. SHEATHING TO INSIDE/OUTSIDE STUDS �p (SEE WALL SHEATHING DETAILS) ® 5/8" EXP. BOLT w/ 2" WASHER o 16" 0/C INTO FTG BELOW INTERIOR 2 STAGE WALL © 2 -PLY 2x12 N0.2 SYP HEADER o OPENINGS U.N.O. U © SIMPSON HTT22 w/20 -10d & 5/8"x 7" WEDGE ANCHOR O AT ALL SHEARWALL ENDS AS SHOWN UPLIFT CAPACITY PER LF = 800# ® ADD RIM BOARD TO ENDS OF OPEN -WEB FLOOR JOISTS FLOOR TRUSS PARALLEL TO WALLS � N J Q z NOTE, FOR EXT LEFT WALL- USE MTS 16'S TOP AND BOTTOM 0 SP -10 FROM ROOF TRUSSES TO DOUBLE TOP PLATE 2"x4" SPF W/ 4-10d TOP & BOTTOM CHORD NAIL VERTICAL SHEATHING TO 2x SPF BLOCKING BETWEEN TOP CHORDS w/lOd x 1 1/2 o 3" O.C. 1/2' PLYWOOD SHEATHING NAILED W/ 8d o 3" O.C. EDGES 6" O.C. FIELD FOR 4 BAYS (TYP) NAIL BOTTOM CHORD TO PLATE W/ 16d o 4" O.C. 2"x8 P.T. PLATE W/ 1/2" X 8" A.B. o 32" O.C. _ 2x SPF BLOCKING TO MATCH DEPTH OF BOTTOM CHORD FOR 4 BAYS o 4' O.C. w/BLOCKING NOTCHED AROUND PLATE o GABLE END (TYP) CMU WALL PER PLAN NOTCH VERTICAL SHEATHING AROUND WEBS/BOTTOM CHORDS AND NAIL DIRECTLY TO BLOCKING BENEATH EDGE OF FLOOR w/10d X 1 1/2 0 3" O.C. OR NAIL SHEATHING TO 2x SPF o 3" O.C. w/10d x 1 1/2 AND NAIL 2x TO BLOCKING BENEATH FLOOR w/10d o 3" O.C. 1 ROW NAILS o 3" O.C. STAGGERED DOUBLE TOP PLATE STRUCTURAL SHEATHING 2x6 BLOCKING o SHEATHING SPACE NOTE: PROVIDE BLOCKING o ALL SHEATHING EDGES. SINGLE NAIL EDGE SPACING EXTERIOR WALL & GABLE END SHEATHING SHEATHING VERTICAL HORIZONTAL FIELD REQUIRED SPACING SPACING SPACING 7/16" - IN OPEN AREAS WHERE THE STRUCTURAL 6" O.C. 3" O.C. 6" O.C. SHEATHING 'INTERCHANGE' 2-1/2"x. .099" DIAMETER POWER DRIVE BRIGHT SCREW CHISEL NAILS . , , CONT 2x PLATE 1 ROW NAILS o 4" O.C. FLOOR SHEATHING SEE PLAN FOR ATTACHMENT CONT. STRUCTURAL SHEATHING PER PLANS 2ND FL. BOND BEAM 1 ROW NAILS o 4" O.C. RIM JOIST PER PLANS 0 TYP. EXTERIOR FRAME WALL & UPLIFT SEGMENT NAILING PATTERNS MAXIMUM ALLOWABLE LOADS: _SHEATHING USED AS WALL UPLIFT RESISTANCE UPLIFT LOADS UP TO 400 PLF. SHEAR LOADS UP TO 250 PLF. NOTE: 1/2" PLYWOOD OR 7/16" O.S.B. MAY BE USED AS UPLIFT RESISTANCE HOLDDOWN WITH NAILS o TOP & BOTTOM 0 3" O.C. VERTICAL EDGES 0 6" O.C. AND 6" O.C. IN THE FIELD. NO OTHER FASTERNERS REQUIRED EXCEPT AS NOTED. ALLOW SHEATHING TO LAP AT LEAST ONE FOOT FROM FIRST TO SECOND FLOOR WITHOUT BREAK. 0 (C) MTS12/ MTW12 SP2/SPT24 o 16" O.C. CONN. REF'S ARE SIMPSON OR USP SIMPSON 1/2"x 6" TITEN HD w/2" SO. WASHERS 4' FROM ENDS & JOINTS AND AT 32" O.C. BETWEEN / SP1/SPT22 0 16" O.C. (SEE BELOW) INTERIOR BEARING FRAME WALL w/UPLIFT (1) SP1 o BOTTOM 439#/LF CAPACITY (2) SP1 o BOTTOM : 8781t/LF CAPACITY N SHEATHING USED AS WALL UPLIFT RESISTANCE NOTE: 1/2" F'L.YWOOD OR 7/16" O.S.B. MAY BE USED AS UPLIFT RESISTANCE HOLDDOWN WITH NAILS o TOP & BOTTOM o 3" O.C. VERTICAL EDGES o 6" C,C. AND 6" O.C.' IN THE FIELD. NO OTHER FASTERNERS REQUIRED EXCEPT AS NOTED. ALLOW SHEATHING TO LAP AT, LEAST ONE FOOT FROM FIRST TO SECOND FLOOR WITHOUT BREAK. 1/2" PL' OR 7/16 JOINT NAILING SCHEDUL STUD GYPSUM. WALLBOARD 2 X 6 BLOCKING PLACED FLATWISE (2) 16d NAILS EA.,END (NOT REQUIRED AT HEADERS) 1AXIMUM ALLOWABLE LOADS: )PLIFT LOADS UP TO 400 PLF. HEAR LOADS UP TO 250 PLF. � DETAIL OF SHEATHING SP -4's WALL SPLICE FOR UPLIFT (1) LSTA30 (TYP. HDR.+R-.4-,, (NOTE: USE ALT. STRAP LENGT e CUSTOM HDR. HTS. TO MAINTAIN COVERAGE SHOWN.) (1) LSTA30 (TYP. HDR. HT.) NUit; - PLATE LENGTHS MUST BE AT LEAST 8'-0' LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE 1/2'=1'-0" (2) LSTA36 0 a EA. END OF HDR) CRIPPLE STUDS a 16' O.C. BETWEEN HEADER & TOP PLATE WHEN APPLICABLE W/ SP1 AND SP2 TOP AND BOTTOM EACH STUD - (2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER UNLESS NOTED OTHERWISE ON PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT (2) LSTA24' S0 a EA. END OF HDR) TO TRIMMER STUD BELOW - (2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING UNLESS NOTED OTHERWISE ON PLANS —TRIMMER STUDS: (1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE (2) REQ. EACH SIDE OPENINGS 6'-0' TO 12'-0' WIDE FRAMING AROUND OPENINGS SHALL BE No.2 OR BETTER SYP (2) 10d TOENAILS OR (2) 16d ENDNAILS EA. STUD v/ 5W_ -CN SP -1 AT EACtt SLID AT bOTC M TYPICAL FRAMING EXTERIOR DOOR OPENING NOT TO SCALE SP -4's AT TOP AND BOTTOM OF EACH (BEARING) STUD O OPENING (IF APPLE (204 SYP#2 JACKS (204 SYP#2 STUDS EACH SIDE BEND kL STRAPS OVER PLATE & NAIL )R SYSYTEM w/RIM E 20 SYP#2 STUDS 0 16". O.C. I . 20 TDP PLAT 2x4 TYP SYP#2 A STUDS 0 16" OR O.0 .-1nB M, OR PRE-ENGINEERED ROOF TRUSSES EXTERIOR WALL 2x4 SPF STUDS AT 16" O.C. —w/ 7/16" MIN. APA -RATED STRUCT. SHEATHING NAILED PER 7/S-6 LINE UP 2ND FLR. WALL TO 1ST STORY WALL AT STRAPPING SIDE 20 SPF BASE PLATE ENG. FLOOR SYSTEM PER PLAN DBL. 2x6 TOP PLATE INTERIOR WALL AND EXTERIOR SIDE WALL STRAP NAILING NOTES: - NAILING MUST BE BALANCED ACROSS LOAD PATH - BEND STRAPS OVER PLATE (WHERE APPLIC.) AND NAIL -S IGGERED Od a 8' 0/C SPLICE n in o OPENING - IN OPEN AREAS WHERE THE C HA FLOOR SYS. IS ABSENT RUN a G v STRAPS FROM STUD TO STUD ACROSS DBL. PLATE TYP. • • • • . �— 20 P.T. BASE PLATE E - SEE FOUND. PLAN FOR FTG. REQ. ® SIMPSON LSTA30 W/22 -10d x 1 1/2" BALANCED NAILING TYP. - SEE FLOOR PLAN FOR B.U.C. PLACEMENT ® SIMPSON LSTA36 W/14 -10d BALANCED NAILING AT GARAGE SIDE - INSTALL 1/2" PLYWOOD © (1) SIMPSON SP1 0 16" O.C. SHEATHING TO INSIDE/OUTSIDE STUDS (1) SIMPSON SP2 0 16" O.C. (SEE WALL SHEATHING DETAILS) ® 5/8" EXP. BOLT w/ 2" WASHER o 16" 0/C INTO FTG BELOW INTERIOR 2 STAGE WALL © 2 -PLY 2x12 N0.2 SYP HEADER o OPENINGS U.N.O. © SIMPSON HTT22 w/20 -10d & 5/8"x 7" WEDGE ANCHOR NOT TO SCALE AT ALL SHEARWALL ENDS AS SHOWN UPLIFT CAPACITY PER LF = 800# ® ADD RIM BOARD TO ENDS OF OPEN -WEB FLOOR JOISTS FLOOR TRUSS PARALLEL TO WALLS IN ORDER TO ATTACH STRAPS AS SHOWN USE 2x VERTICAL BLOCKING WHEN RIM BOARD NOT POSSIBLE NOTE, FOR EXT LEFT WALL- USE MTS 16'S TOP AND BOTTOM 0 SP -10 FROM ROOF TRUSSES TO DOUBLE TOP PLATE -S IGGERED Od a 8' 0/C SPLICE n in 0000❑❑❑❑ 000❑❑❑❑❑ 0❑❑0❑❑❑❑ 00000000 O a� 0❑❑❑0000 z ,- 00000000 � �n 0❑1:11- f— rn 3 00 1:11:11--1000 Cn ¢ ct 1:10000000 01101:100❑❑ U -j CD U no F-1 ❑❑ ❑ 0 F- U ❑❑❑ 01:10Q �_ CL ❑❑ z Cz ❑❑ 0❑❑ W Q O C:) ❑0❑0❑❑00 CIO ui U > z ui Cn O Cz uj .0 UJ -O OUj 0 offlowmg O C -o u Cu f� Cr U Cm M 0 C, N Q W m •• se J Z Q �- H __j Q Of � w n/ > 0 co I t Cz V O C V •� CM r Cz O Revision: Date: � - 6T DRAFT 2-20-18 O ZND DRAFT 5-22-18 U Cm Print Date: Drawn by: 5 -ZZ -2018 _'CF_ LEFCf1= N m File Name: Scale: CD A 1 /4"=1'• -PS" 0 DA, 0 U�`l/ ao� $ .••Y •Ln c T �y U�\" C 8 DL � m o a ►-� N �= z = ul U c rn W ¢ a r N '22 Q' " N w Lo m= mG t�m a - 9 Sheet*: c� u�m am• •C V u9 `mAl 1 o HA z a v 0000❑❑❑❑ 000❑❑❑❑❑ 0❑❑0❑❑❑❑ 00000000 O a� 0❑❑❑0000 z ,- 00000000 � �n 0❑1:11- f— rn 3 00 1:11:11--1000 Cn ¢ ct 1:10000000 01101:100❑❑ U -j CD U no F-1 ❑❑ ❑ 0 F- U ❑❑❑ 01:10Q �_ CL ❑❑ z Cz ❑❑ 0❑❑ W Q O C:) ❑0❑0❑❑00 CIO ui U > z ui Cn O Cz uj .0 UJ -O OUj 0 offlowmg O C -o u Cu f� Cr U Cm M 0 C, N Q W m •• se J Z Q �- H __j Q Of � w n/ > 0 co I t Cz V O C V •� CM r Cz O Revision: Date: � - 6T DRAFT 2-20-18 O ZND DRAFT 5-22-18 U Cm Print Date: Drawn by: 5 -ZZ -2018 _'CF_ LEFCf1= N m File Name: Scale: CD A 1 /4"=1'• -PS" 0 DA, 0 U�`l/ ao� $ .••Y •Ln c T �y U�\" C 8 DL � m o a ►-� N �= z = ul U c rn W ¢ a r N '22 Q' " N w Lo m= mG t�m a - 9 Sheet*: c� u�m am• •C V u9 `mAl 1 STRUCTURAL PLAN DATA CHART BASIC WIND ZONE: UP TO 139 M.P.H., 3 SEC. GUST EXPOSURE CATEGORY: B BUILDING USE CATEGORY: II IMPORTANCE FACTOR = 1.0 ENCLOSURE CATEGORY: FULLY ENCLOSED INTERNAL PRESSURE COEFFICIENT: +/- 0.18 EDGE DISTANCE: 4-0" OR LESS LOW-RISE BUILDING w/MEAN ROOF HEIGHT < 60 FT. NO TOPOGRAPHIC EFFECTS NOTE: THIS IS NOT A WIND-BORNE DEBRIS AREA. TYPE 5B CONSTRUCTION BUILDING USE: R TERMITE SOIL TREATMENT Termite protection shall be provided by registered termiticides, Including soil applied pesticides, baiting systems, and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment to new construction (see Section 202 , Registered Termiticide). Upon completion of the application of the termite protective treatment, a certificate of compliance shall be Issued to the building department by the licensed pest control company that contains the following statement: "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services." EXTERIOR FINISHES ALL EXTERIOR FINISHES SHALL BE APPLIED IN ACCORDANCE WITH RESPECTIVE MANUFACTURER'S GUIDELINES, SPECIFICATIONS, OR INSTALLATION INSTRUCTIONS ROOF SHEATHING/SUBFLOOR SPANS RPA SPAN RATIN THICKNESS MAX SPAN LORD (PSF) TL/DL MAX SPAN SHEATHING ROOF FLOOR 24/16 7/16" 24" 50 TL 20 LL 16" 32/16 15/32" 1/ 32" 40 TL 20 LL 16" 40/20 19/32" 5/E" 24" 50 TL 30 LL 24" "T" CORNER TYPICAL "T" AND CORNER DETAIL NOT TO SCALE 2-2x4 PLATE W/ SP2 or SP4 EACH STUD TO PLATE CHIMNEY BOX SIDING/ TEXTURE FINISH ON METAL LATH 15 Ib FELT (see elevations) 2x4 STUDS o 16" O.C. W ITH 1/2" CDX or 7/16' OSB SHEATHING (see nailing pattern) PROVIDE FIRE BLOCKING AND METAL FIRE STOP SPACER PER MFG. AT CEILING WITH MIN. 2" CLEAR SPACE WOOD TO FLUE 2x4 PT PLATE WITH 1/2" x 8' ANCHOR BOLTS W/ 2" WASHERS o 32" O.C. TO SLAB/TIE BEAM AND SP1 / SP4 CLIP EACH STUD TO PLATE 2X TOP PLATE 2X P.T. PLATE 1/4" MIN. SPACE 2X STUD 24" O.C. MAX. TYPICAL INTERIOR NON-BEARING NOT TO SCALE CHIMNEY CAP CHIMNEY FLASHING TRIM SIMPSON LSTA18 STRAP o EACH CORNER 2X4 BLOCKING ALL SIDES ETD NAILED FLUE W/ (2) M NAILS EACH END TRUSS 1/2' DRYWALL ON INTERIOR 2-2x4 HEADER WITH LSTA12 STRAP EACH END PRE FAB FIRE PLACE a �,� --iii i FIRE PLACE DETAIVEXTERIOR FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL OFYBAARRTOGBEOMIN. 12 BAR DIAMETERSr(EXCLUDINGP SPLICE.HOOKS AT TOP 2. STRAPS/ CONNECTOR SUBSTITUTION MAY SUBSTITUTE STRAPS/ CONNECTORS w/ STRAPS/ CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 4, METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBSTITUTED FOR METAL STUDS IN NON -LOAD BEARING WALLS 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 7. MORTAR JOINTS FOR BED JOINTS 1/2" TO 1" (NO VERT. REINF. REQUIRED) FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT . REINF . IN EACH CELL, CONT. PER PLAN. 8. FOR BLOCKS NOT STAGGERED, PROVIDE (1) #5 VERT. REINF . IN EACH CELL, CONT. PER PLAN. 9. MISSED META -16 LINTEL STRAPS MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED w/(1) SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2) FOR UPLIFTS OF 841 LBS. TO 1680 LBS. OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY ENGINEER OF RECORD. COMPONENT & CLADDING DESIGN PRESSURE (130 MPH, 3 SEC. GUST, MIN. 130 TO 30 DEGREES, EXPOSURE "B", IMPORTANCE FACTOR=1l R 21.8 (PSF) 20 11.4 -19.4/-38.2 TRIBUTARY RRER ROOF ZONE 1 & 2 WALL ZONE 4 (FT2) (Gc i= +/- .18) (Gc i= +/- .18) 10 12.5 -19.9/42.1 R 21.8 -23.6 20 11.4 -19.4/-38.2 B 20.8 -22.6 50 10.0 -18.6/-33.0 C 19.5 -21.3 100 10.0 -18.1/-29.1 D 18.5 -20.4 SIDE LTS. INSTALL SAME AS ABV. BUT ADD (2) 3/16" DIAM. TAPCONS MAX. 4"- 6' FROM TRIBUTRRY RRER ROOF ZONE 3 WRLL ZONE 5 (FT2) (Gc i= +/- .18) 10 12.5 -42.1 E 21.8 -29.1 20 11.4 -38.2 F 20.8 -27.2 50 10.0 -33.0 G 19.5 -24.6 100 1 10.0 -29.1 H 18.5 -22.6 1. FOR EFFECTIVE AREA OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE, USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. 3. WALL ZONE 5= 4'-0" FROM ALL EDGES & ALL ROOF ZONES= 4'-0" MAX HOR/VERT FROM EDGES. 2-2x4 PLATE W/ SP2 or SP4 EACH STUD TO PLATE CHIMNEY BOX SIDING/ TEXTURE FINISH ON METAL LATH 15 lb FELT (see elevations) 2x4 STUDS o 16" O.C. WITH 1/2" COX or 7/16' OSB SHEATHING (see nailing pattern) SIMPSON LSTA18 STRAP o EACH CORNER 2X4 BLOCKING ALL SIDES END NAI W/ (2) 16D NAILS EACH END PROVIDE FIRE BLOCKING AND METAL FIRE STOP SPACER PER MFG. AT CEILING WITH MIN. 211 CLEAR SPACE WOOD TO FLUE FIRE PLACE CHIMNEY CAP (SPARK ARRESTOR) CHIMNEY FLASHING TRIM SEE CONV FRAMING DETAIL SIMPSON LSTA18 STRAP Q EACH CORNER 2X4 WOC 2) 16D NAIL DEEACH NIDAILED 1/2" DRYWALL ON INTERIOR DETAIL/INTERIOR WINDOW AND DOOR ATTACHMENT 1. WINDOW ATTACHMENT INSTRLLATIN IS THE RESPONSIBILITY OF THE BUILDING/CONTRACTOR AS PER THE PARTICULAR WINDOW MANUFACT- URER'S DESIGN REQUIREMENTS & MUST BE SIGNED & SEALED BY A LICENSED ENGINEER FROM THE STATE OF FLORIDA BY METHODS AS STATED IN SECTION 8301 OF THE FRBC 2010. 2. THE TABLE OF COMPONENT & CLADDING DESIGN PRESSURES SHOWN ON THIS SHEET IS TO BE USED AS A GUIDELINE FOR PROPER WINDOW DESIGN CRITERIA FOR UP TO 130 MPH WIND GUSTS OF 3 SEC. DURATION. 3. ANY 2"x8" PT FRAME FOR WINDOW & DOOR ATTACHMENT SHOULD USE MIN. 3/16" DIAMETER X 2 3/4" MASONRY SCREW (TRPCON) W/MIN. 1-1/4' EMBEDMENT MUST BE MRINTRINED REGARDLESS OF THE COMBINATION OF LUMBER USED. TAPCON LENGTH MUST BE ADJUSTED ACCORDINGLY. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROWS OF 10d X 3" NAILS STAGGERED IT 12" O.C. n EACH SUCCESSIVE BUCK. 5. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS. 6. 2X PT BUCKS/NRILERS SHALL INTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BU CK TO MASONRY W/ (1) ROW OF 2/16"X4" TAPCONS FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK. 7. THE BUILDER MUST PROVIDE ENGINEERED MATERIAL & INSTRLLRTION DETAILS FROM THE MANUFACTURER OF THE DOORS & WINDOWS. THIS MUST BE AVAILABLE ON SITE IN THE INSPECTION BOX BEFORE FRAMING INSPECTIONS TAKE PLACE. 8. THE BUILDER MUST PROVIDE GARAGE DOOR MANUFACTURER'S MAT- ERIAL & INSTALLATION LITERATURE LISTING THE WIND PRESSURE AS TESTED. THIS SHOULD BE PROVIDED PRIOR TO THE LINTEL INSTECTION. TYP. 8" BLOCK W T` BL CONC SILL MANUFACTURER/ BUILDER TO PROVIDE APPROVED WATERPROOF SEALANT AT HEAD/SILL/SIDES OF WINDOW PER MANUFACTURER SPECS. iW WOOD STOOL (1) 2x4 'L' BRACE FRAMING AT WINDOW 16" P.T. 1' X _ 41_511_QI_ 3/16" MASONRY SCREW (TAPCON) '121_011_16'- THRU THICK SECTION OF DOOR PER LOCATION U.N.O. JAMB w/ MIN. 1- 1/4' PENETRATION 41_011_7' INTO MASONRY, LOCATED AS FOLLOWS: 1101_011_141 - (1) TAPCON AT EA. HINGE LOCATION, A SCISSOR GABLE -(1) 2x8 #2 SPF o EACH VERTICAL AND (2) 2X8 FULL HEIGHT *DIAPHRAGM MIN. OF THREE TAPCONS PER SIDE, & (2) j 3/16" DIAM. TAPCONS TOP & BOTTOM, MAX. 4' TO 6" FROM ENDS. r7/16" FOR MULTI -PANEL DOORS OR DOORS w/ SIDE LTS. INSTALL SAME AS ABV. BUT ADD (2) 3/16" DIAM. TAPCONS MAX. 4"- 6' FROM CENTER OF INTERIOR JAMB OR ASTRAGAL, TOP & BOTTOM. DE & TOP NAILERUOUS JAMB SHIM SPACE BLOCKING OPT TRIM/BANDING FRAMING AT DOOR 3"x8" CONC. _INTEL (TOP �T 8'-8" A.F.F.) POCKET SLIDING GLASS DOOR DETAIL 1/2" DRYWALL FRAME WALL SECURE FIREBOX TO WD. FRAME N FLUE FIREBOX - CONCRETE BLOCK COLUMN 1X2 P.T. FURRING - BLOCK WALL �11 HEARTH -T FIREPLACE DETAIL 1/2" DRYWALL 2X4 WOOD FRAMING FRSCADE R-30 IN EL. VARIES TRUSS BEARING 1/2" GYP. BOARD CLG. DBL. 2"X " SYP TOP PLP P.T. 2 "X " SOLE PL TE - W/ 1/2" X 7" EXP BOLT W/ 1/8" X 2" WASHER AT 2'-0" O.C. MAX. 4" CONC. SLAB REINFORCED - W/6"X6"X10" W.W.M. (OR FM)O 6 MIL VAPOR BARRIER ON WELL COMPACTED, TERMITE TREATED SOIL. 0'-0" FIN. FLR. I CONC. FOOTING REINFORCED W/3 -N0. 5 REBAR CONT. SEE FOUNDATION FOR SIZE -FABRICATED ID TRUSSES HOR TRUSS LAYOUT IMUM 4'-0" LAP TOP PLATE SPLICE " GYP. BOARD =D BLOCKING BETWEEN EA. STUD 1/2" GYP. BD. ON 2x STUDS NO. 2 SYP o 12" O.C. WITH �2j H2.5 TOP PLATE TO EACH STUD 2 H3 BfM. PLATE TO EACH STUD SOIL2ATOFOOTING INTERIOR LOAD BRG . WALL (3) 16 COMMON NAILS(TYP) NOTE: SEE ALSO TYPICAL HEADER DETAILS THIS SHEET FRAME ( EXT . / BRG . / SHEAR) WALL ARCH IN FRAMING DETAIL STUD SPACING (0) L BRACE (1) 2x4 'L' BRACE (2) 2x4 'L' BRACE (2) 2x6 'L' BRACE 16" 1_011_41_511 0 41_511_QI_ (2) 2x12 HEADER '121_011_16'- 11 PER LOCATION U.N.O. 0'-011_41_00 41_011_7' 11 1_011_10'- 1101_011_141 - SCISSOR GABLE -(1) 2x8 #2 SPF o EACH VERTICAL AND (2) 2X8 FULL HEIGHT *DIAPHRAGM TOE NAILS j r7/16" d NAILS o DE & TOP NAILERUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 16d NAILS 7'-0" MAX WINDOW OR nnnR npwn NOTE: SEE ALSO TYPICAL HEADER DETAILS THIS SHEET FRAME ( EXT . / BRG . / SHEAR) WALL ARCH IN FRAMING DETAIL NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE . 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10d x 3" NAILS 0" O.C. 'x4' BLOCKING o 48" 0 C "L" BRACE ATTACHED W/ 10d NAILS o 4' O.C. TYPICAL ` GABLE END TRUSS DOUBLE 1" BRACING SCALE: N.T.S. GABLE END TRUSS SINGLE 1" BRACING SCALE N.T.S. STUD SPACING (0) L BRACE (1) 2x4 'L' BRACE (2) 2x4 'L' BRACE (2) 2x6 'L' BRACE 16" 1_011_41_511 0 41_511_QI_ If81_Q11_12'- '121_011_16'- 11 24" 0'-011_41_00 41_011_7' 11 1_011_10'- 1101_011_141 - SCISSOR GABLE -(1) 2x8 #2 SPF o EACH VERTICAL AND (2) 2X8 FULL HEIGHT *DIAPHRAGM j NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE . 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10d x 3" NAILS 0" O.C. 'x4' BLOCKING o 48" 0 C "L" BRACE ATTACHED W/ 10d NAILS o 4' O.C. TYPICAL ` GABLE END TRUSS DOUBLE 1" BRACING SCALE: N.T.S. GABLE END TRUSS SINGLE 1" BRACING SCALE N.T.S. o BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE . 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10d x 3" NAILS 0" O.C. 'x4' BLOCKING o 48" 0 C "L" BRACE ATTACHED W/ 10d NAILS o 4' O.C. TYPICAL ` GABLE END TRUSS DOUBLE 1" BRACING SCALE: N.T.S. GABLE END TRUSS SINGLE 1" BRACING SCALE N.T.S. 0000❑❑❑❑ ❑❑❑❑__❑❑ 000=10=0 CD a7 ❑_❑❑❑❑❑❑ z ,- ❑_____❑❑ Q UD cn 0000❑❑❑❑ f- rn �t-- 00171000❑❑ c/) a: _ ❑❑❑❑❑❑❑❑ Q ¢ ❑❑❑❑❑❑❑❑ U -j CD cz Ha° °❑ C:) i - U ILIJ ❑❑❑ Q ❑❑° ❑ � LJ ¢ �-Pal_ 0 o 0001:1000171 cM Uj U N > Uj U) 0 ..1 C o C 4_j LLJ Cz UjU _0 a: CL) Uj a C) .c ct C W > LAM> CD �... N U t!1 N ZD co vi cc 0 U N ¢ Uj M .. J CD Q �- H J W 1171000 > 0 00 � z Q O C/) C N C) co CIO C) Revision: Date: CL 15T DRAFT 2-20-18 0 2ND DRAFT 5-22-18 U C Print Date-, Drawn by., vi • 5-22-Zfa18 3CF_ Lim Cu File 14ame Scale: 0 4FIlaq 10CDV o� u1�E z w mOm v y N a i'- �•'. o N U.J q r u') m E s v Sheet*: mo 0 E G O N gU . ? m +. s o j 0000❑❑❑❑ ❑❑❑❑__❑❑ 000=10=0 CD a7 ❑_❑❑❑❑❑❑ z ,- ❑_____❑❑ Q UD cn 0000❑❑❑❑ f- rn �t-- 00171000❑❑ c/) a: _ ❑❑❑❑❑❑❑❑ Q ¢ ❑❑❑❑❑❑❑❑ U -j CD cz Ha° °❑ C:) i - U ILIJ ❑❑❑ Q ❑❑° ❑ � LJ ¢ �-Pal_ 0 o 0001:1000171 cM Uj U N > Uj U) 0 ..1 C o C 4_j LLJ Cz UjU _0 a: CL) Uj a C) .c ct C W > LAM> CD �... N U t!1 N ZD co vi cc 0 U N ¢ Uj M .. J CD Q �- H J W 1171000 > 0 00 � z Q O C/) C N C) co CIO C) Revision: Date: CL 15T DRAFT 2-20-18 0 2ND DRAFT 5-22-18 U C Print Date-, Drawn by., vi • 5-22-Zfa18 3CF_ Lim Cu File 14ame Scale: 0 4FIlaq 10CDV o� u1�E z w mOm v y N a i'- �•'. o N U.J q r u') m E s v Sheet*: mo 0 E G O N gU . ? m +. s NAILING PATTERN IS VERTICAL ROWS OF 10d NAILS. (2) NAILS TO A ROW ON A 6" BOARD. (3) NAILS TO R ROW ON 8" AND 10" BOARDS, AND (4) NAILS TO A ROW ON 12" BOARDS. FIRST AND LAST NAILS OF EACH ROW ARE TO BE NO CLOSER TO THE EDGE THAN 1 1/211 . THIS PATTERN TO BE DONE ON BOTH SIDES. 2x VARYING WIDTHS, SYP (SEE PLAN FOR WIDTHS 1/2" CDX PLYWOOD OR EQUIVALENT. WIDTHS VARY TO EQUAL 2" SYP MATERIAL. 2x VARYING WIDTHS, SYP (SEE PLAN FOR WIDTHS STRUCTURRL HERDER DETAIL_ PRECAST LINTEL 8" BLOCK TIEBERM — W/1#5 REBAR NOTE: MAY CUT BACK 2x8 P.T. [!P TOP TO ALLOW CONT, 2x4- BLOCKING x4BLOCKING AROUND CURVE MIN. W/TRPCON ANCHORS 3/16"x 3 1/2" LONG s 24" ON CENTER _ 7/16" OSB W/6d NAILS AT 16" O.C. TO SIDE & 7 TOP NAILER. 2x8 P.T. W/TRPCON HW4234 (1/4"x2 3/4") EP12" O.C. MAX. ILJ- 2x4 SPF CONTINUOUS BLOCKING ATTACHED SEE PLAN FOR OPENING WINDOW OR DOOR OPENING TO 7/16" O.S.B. W/2 -16d NAILS. RRCH WINDOW FOR C.M.U. INSTAL_L_ATION PLUMBING NOTES ALL PLUMBING TO BE INSTALLED IN ACCORDANCE WITH THE 2017 FLORIDR RESIDENTIAL BUILDING CODE - PLUMBING WATER SUPPLY PIPING OUTSIDE HOUSE (FROM METER TO HOUSE) MAY BE PVC. ALL WATER SUPPLY PIPING WITHIN HOUSE AREA (INCLUDING BELOW THE SLAB) MUST BE CPVC. WATER SERVICE PIPE & FITTINGS SHALL BE A MINIMUM OF 1" IN DIAMETER RND SHRLL BE SIZED TO PROVIDE PRESSURE PER THE FLORIDA PLUMBING CODE. ORDINANCE 604.4 OF FPC (2017) - APPENDIX "J" TO STRNRRD PLUMBING CODE. 1. TANK TYPE WRTER CLOSET VOLUME TO BE 1.6 GALLONS. 2. WALL MOUNT WATER CLOSET VOLUME TO BE 3.5 GALLONS. 3. WATER - FLOW RATE. PUBLIC FACILITIES: 0.5 G.P.M. PRIVATE FACILITIES: 2.2 G.P.M. SHOWER HERDS: 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. 10d 12" O.C. 6" O.C. 4" O.C. 8d 10" O.C. 5" O.C. 3 1/2" O.C. 15 GA. STAPLES 8" O.C. 4" O.C. 3" O.C. NOTE;-------------- I ALL CHORD BEARING FRAMING SHALL SHAVE A MIN. BENDING STIR. (Fb)=1200' : NOTE ----------- THE NUMBER OF FULL LENGTH 'WALL STUDS SHALL EQUAL THE' (NUMBER OF HEADER STUDS IRT EXTERIOR OPENINGS. �- -------—— — — — — — - GF TO TYP. TIE BEAM W/2500 P.S.I. CONIC. W/ 1 #5 REBAR CONT. 1 1/2" MINIMUM COVER STANDARD HOOKS W/25" MIN. SPLICE .� TYP. FILLED CELL W/2500 P.S.I. CONC. W/1 #5 REBAR VERT. uj ^ 8" C.M.U. INTERIOR BEARING WALL " INTERIOR SHEARWALL ^ EXTERIOR FRAME WALL Q 2" X 4" P.T. W/ -� " (3) 1/2" X 8" "J" BOLTS OR ^ (3) 1/2" X 6" EXPANSION ANCHORS OR Z " (8) 3 1/2" RAMSET "HILTI" NAILS OR (6) 3" X 1/4" TAPCQNS ^ III -A. CONC. FOOTING W/#5 BARS PER PLAN WITH 3" MINIMUM COVER. 70) FRAME (EXT./ BRG . /SHEAR) WALL TO MASONRY CONNECTION DETAIL FIX FOR MISPLACED TRUSS ANCHORS (MAX. UPLIFT OF 1800 Ibs.) ROOF SHEATHING PRE -ENG. WOOD TRUSS 18 GA. COIL STRAP X 317" LONG (2 PER TRUSS) W/ 1/4 x 2 TRP -CON RNCHO1 TO LINTEL BLOCK & 2-10d TO TOP CHORD. LINTEL BLOCK W/1#5 ROD ALTERNATE ROOF TRUSS OR FRAMING MEMBER TO MASONRY CONNECTOR DETAIL 8" CMU BOND BEAM. FILLED (MAX. UPLIFT SOLID W/ 2500 PSI CONC. & 1000 Ibs.) (1) #5 REBRR OR 8" CAST -CRETE OR EQUAL PRECAST LINTEL FILLED SOLID W/2500 PSI CONC. & (1) #5 REBAR. (7) 10d COMMON NAILS (2) 3/16"x1 3/4 TYP. ROOF MEMBER HEX HEAD TAP -CON MASONRY ANCHOR SIMPSON MTS 16 TWIST STRAP OR 16 GA. MIMIMUM FLAT STRAP. TYP. FRRMING & CONNECTIONS FOR OPENINGS SCALE: 1/8"=1'-0" AND TYP. WINDOW ANCHORING RRFTER TIE ------------------------------------------------------------------------------ 7/16" OSB FACE W/ 7/8" TEXT. CEMENT x4 SECTIONS AT 12" O.C. TEXTURED CEMENT B R P B E L VAULT OVER METAL LATH INSTALLATION PER GARAGE DOOR TYPES AS PER TEST # 960507-A DESIGN LORDS: +30.0 PSF & -30.0 PSF TEST LORDS: +45.0 PSF & -45.0 PSF GARAGE DOOR JAMBS TO BE FASTENED TO BLOCK WITH ANCHOR BOLTS (4) ON EACH SIDE (2X8 P.T. SYP) SPRING PAD FOR TORSION SPRINGS TO BE FASTENED WI(l) 5/8" EXPANSION BOLT AT CENTER 2"x4" P.T. SYP. ATTACHED W/POWDER ACTUATED 0.14"x3" LG. SHOTS iT 12" O.C. OR (10) 3/16" DIAMETER x 3" LONG TAPCONS. vil it III 1' ► i it �i� ROOF ONLY 2x4 STRONG BACK a GABLE TRUSS 5'-4" 6'-8" 8'-0" awl It ' 2-12d NAILS AT EACH INTERSECTION Mimi 2nd FLOOR & ROOF 3'-0" ��' 5'-0" TRUSS BACK) 1" FROM EDGE OF BLOCIO C, ' •• WRAP A RT1E112 OR EQUIV. STRAP AROUND � : GARAGE FLOOR 2"x6" #2 SYP. IT EA. SIDE FOR ATTACHING BRACKETS FOR VERTICAL TRACKS. CONTRACTOR NOTE: INSTALLATION FOR GARAGE DOOR TYPES (AS PER TEST #960507-A) THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE. RESIDENTIAL, WITH GRRRGE DOOR TO CONIC. BLOCK NO REVISIONS FOR UP TO (139) MPH WIND ZONE. IT COMPLIES WITH THE RESIDENTIAL SECTION 301 DESIGN CRITERIA, WHICH INCLUDES ASCE 7-02. CERTIFICATION BY ENGINEER APPLIES TO ABOVE STATEMENT ONLY. 7/16" D.S.B. DECKING (SEE NOTES FOR NAILING PATTERN) DRIP EDGE, FASCIA. 6 SUB- FA5CIR TO TYPICAL DETAILS 016d END NAILED TO EACH LOOKOUT VENTED ALUM. SOFFIT DOWN RAFTERS UNDER 16' SPAN ARE TO BE FASTEN- ED W/ (2)12d NAILS TO NAILED AT EACH END. RAFTERS SPRNING FROM 16' TO 22' ARE TO BE FASTENED W/ONE H-3 CLIP AT EACH END W/ (8)8d NAILS EACH. DOUBLE TOP PLATE ROOF FRAMING----._ �- PRESSURE TREATED SILL PLATE 20 LOOKOUTS a 24" O.C. COMPOSTIONS SHINGLES OVER 15= FELT ON 7/16" OSB W/ed NAILS 6" O.C. EDGE 6 FIELD W/CLIPS ON PRE-ENGINEERED TRUSSES n 24" ON CENTER. 2x4 In 32" D.C. ATTACH SHEATHING TO 14 2x4 a 6" O.C. WITH ed NAILS. ////— BLOCK BACK 8' FROM GABLE - TYPICAL CONNECTORS REO'D. (SEE SCHEDULE) �-- FULL LENGTH HALL STUDS (NO. PER TABLE) ,,MID WALL BLOCKING CONTINUOUS #8x1 1/4" SCREWS AT ALL CORNERS TOP AND SIDE W/24" MAX. SPACING BETWEEN CORNERS TOP & SIDES. TYPICAL CONNECTORS REO'D. (SEE SCHEDULE) 24 DIAGONAL BRACING ADJACENT TO RAT RUNS 4 -ed NAILS TO BLOCKING it III 1' ► i it �i� ROOF ONLY 2x4 STRONG BACK a GABLE TRUSS 5'-4" 6'-8" 8'-0" awl It ' 2-12d NAILS AT EACH INTERSECTION PRE -ENG. GABLE TRUSS (SET 2nd FLOOR & ROOF 3'-0" ��' 5'-0" TRUSS BACK) 1" FROM EDGE OF BLOCIO C, ' •• WRAP A RT1E112 OR EQUIV. STRAP AROUND � : 9 LONG 2x4 RAT RUNS ON TOP OF 2x4's RAT RUN AND DOWN FACE OF TRUSS. 2x4 BLOCKING a 49" ON CENTER FROM CABLE END BACK " RDOVER BETWEEN TRUSS BOTTOMg CHORDS BOOTTOM TRUSS CHORD � 11 All - CONIC. LINTEL BLOCK , 1/2 GYPSUM BOARD NAILED WITH CONIC. FILLED W/(lla5 REBAR SO COOLER NAILS OR GWB-54 — STAGGERD BLOCKING EXTERIOR FINISH TO SPECS.P.T. FURRING CONC. BLOCK WALL 1/2" GYPSUM BOARD VERT. *5 s EA FILLED CELL PER FOUWPITION PLAN W/ DIRECT TRUSS TO MASONRY �- PRESSURE TREATED SILL PLATE 20 LOOKOUTS a 24" O.C. COMPOSTIONS SHINGLES OVER 15= FELT ON 7/16" OSB W/ed NAILS 6" O.C. EDGE 6 FIELD W/CLIPS ON PRE-ENGINEERED TRUSSES n 24" ON CENTER. 2x4 In 32" D.C. ATTACH SHEATHING TO 14 2x4 a 6" O.C. WITH ed NAILS. ////— BLOCK BACK 8' FROM GABLE - TYPICAL CONNECTORS REO'D. (SEE SCHEDULE) �-- FULL LENGTH HALL STUDS (NO. PER TABLE) ,,MID WALL BLOCKING CONTINUOUS #8x1 1/4" SCREWS AT ALL CORNERS TOP AND SIDE W/24" MAX. SPACING BETWEEN CORNERS TOP & SIDES. TYPICAL CONNECTORS REO'D. (SEE SCHEDULE) 24 DIAGONAL BRACING ADJACENT TO RAT RUNS 4 -ed NAILS TO BLOCKING CAN S 1/2" EXPANSION BOLTS (24" O.C. VERTICALLY) W/3" EMBED., W/3" WASHERS E0. SPACED lOd NAILS STAGGERED 6" O.C. DOUBLE 2X6 BLOCKING ❑El STRAP ANCHOR 10d a 8" O.C. METAL FLUE (4)16d NAILED L CONNECTION (Tl GALV. FLASHING ,urttiNEY CAP V. FLASHING WD. TRIM *2 BLOCKING S OR GROUP 11 R 12" O.C. 3" O.S.B. (EXT. FINISH PER ELEV.) oz 1/2" EXPANSION BOLTS (24" O.C. VERTICALLY) P4 W/3" EMBED., W/3" WASHERS EQ. SPACED 1/2" EXPANSION BOLTS (24" O.C. VERTICALLY) �— — W/3" EMBED., E0. SPACED r a ❑ ❑ E] 4. �x V2" A.B.. 48. O.C. GABLE END TRUSS MAY HAVE TO BE MODIFIED fSFF ELEVJ 2X8 PLATE V. FLASHING "d 00000000 3d NRILED ® EACH END BLOCKING FIREPLACE CHIMNEY DETAIL_ SCALE: 3/16"=1'-0" HEADER SCHEDULE - LOAD BEARING WALLS UNLESS OTHERWISE NOTED LORD (2) 2x6 1— PRE-ENGINEERED WOOD TRUSSES a 24" OG (2) 2x10 (2) 2x12 ROOF ONLY 2x4 STRONG BACK a GABLE TRUSS 5'-4" 6'-8" 8'-0" (ONLY IF TRUSS IS TALLER THEN 6'-0") 4'-0" ' 2-12d NAILS AT EACH INTERSECTION PRE -ENG. GABLE TRUSS (SET 2nd FLOOR & ROOF 3'-0" ��' 5'-0" TRUSS BACK) 1" FROM EDGE OF BLOCIO C, WRAP A RT1E112 OR EQUIV. STRAP AROUND � 9 LONG 2x4 RAT RUNS ON TOP OF 2x4's RAT RUN AND DOWN FACE OF TRUSS. 2x4 BLOCKING a 49" ON CENTER FROM CABLE END BACK " RDOVER BETWEEN TRUSS BOTTOMg CHORDS BOOTTOM TRUSS CHORD � CONIC. LINTEL BLOCK , 1/2 GYPSUM BOARD NAILED WITH CONIC. FILLED W/(lla5 REBAR SO COOLER NAILS OR GWB-54 — STAGGERD BLOCKING EXTERIOR FINISH TO SPECS.P.T. FURRING CONC. BLOCK WALL 1/2" GYPSUM BOARD VERT. *5 s EA FILLED CELL PER FOUWPITION PLAN W/ DIRECT TRUSS TO MASONRY CONNECTION 25' LAP ON HOAR. ENDWALL CAN S 1/2" EXPANSION BOLTS (24" O.C. VERTICALLY) W/3" EMBED., W/3" WASHERS E0. SPACED lOd NAILS STAGGERED 6" O.C. DOUBLE 2X6 BLOCKING ❑El STRAP ANCHOR 10d a 8" O.C. METAL FLUE (4)16d NAILED L CONNECTION (Tl GALV. FLASHING ,urttiNEY CAP V. FLASHING WD. TRIM *2 BLOCKING S OR GROUP 11 R 12" O.C. 3" O.S.B. (EXT. FINISH PER ELEV.) oz 1/2" EXPANSION BOLTS (24" O.C. VERTICALLY) P4 W/3" EMBED., W/3" WASHERS EQ. SPACED 1/2" EXPANSION BOLTS (24" O.C. VERTICALLY) �— — W/3" EMBED., E0. SPACED r a ❑ ❑ E] 4. �x V2" A.B.. 48. O.C. GABLE END TRUSS MAY HAVE TO BE MODIFIED fSFF ELEVJ 2X8 PLATE V. FLASHING "d 00000000 3d NRILED ® EACH END BLOCKING FIREPLACE CHIMNEY DETAIL_ SCALE: 3/16"=1'-0" HEADER SCHEDULE - LOAD BEARING WALLS UNLESS OTHERWISE NOTED LORD (2) 2x6 (2) 2x8 (2) 2x10 (2) 2x12 ROOF ONLY 4'-0" 5'-4" 6'-8" 8'-0" 2nd FLOOR ONLY 4'-0" 5'-4" , 6'-8" 8'-0" 2nd FLOOR & ROOF 3'-0" 4'-0" 5'-0" 6'-0" SET IN RECESS W/WATERPROOF CAULK WDW./DOOR INST. IN FRAME WINDOW INSTALL INTO -MASONRY: FASTENER SCHEDULE USING 3/16"x2 1/4" TAPCONS THROUGH EVERY INSTALLATION HOLE THROUGH BUCK INTO BLOCK. 1/2" WIDE: 2 FASTENERS IN HEADER - JAMB 2 WIDE: 2 FASTENERS IN HEADER - JAMB 3 WIDE: 3 FASTENERS IN HEADER - JAMB 3,4,OR 5 HIGH: 3 FASTENERS EACH SIDE JAMB RAMR OR WDMR OR OTHER APPROVAL LABELING FOR MANUFACTURER IN COMPLIANCE WITH: ANSI/RAMR/WWDA 101/IS297 7/16" DECKING END TRUSS DRIP EDGE Ill ALUM. - �FASCIA RIPPED 7" SIDING 2x6 "L BACK" AT EACH VERTICAL MEMBER THAT'S LONGER THAN 4 FOOT ETD NAILED 0000❑❑❑❑ END - a• oic ❑❑1111❑❑CD ❑❑ END NAILED 001_11:101:10Qao TRUSS PLA =11-11:10001]z T 00❑❑❑Q .o0 2X BLOCKING v; 00000000 � ❑❑❑0011❑❑ l 2 - t5D EA. END — 001:11--11:10011Q � ❑❑❑❑❑❑❑❑ ULL BLOCKING . 49. O.C. N ❑0000❑❑❑ LINTEL 50 COOLER NAILS OR FIRST 3 FRAMING — ❑❑❑gE[:0 wi ro 05 Gwa54 . 7• o�c SPACES, omas• D.C. -o. cz ❑ ❑ ❑Q �-- DIRECT TRUSS TO BLOCK WALL CONNECTION °°ENDWALL FOR GYPSUM CEILING DIAPHRAGM - 00025- °Auu ❑o° LLJ o 0000❑❑❑❑ 8" CMU WALL W/FILLED CELL cd ui W/1#5 REBRR (SEE FLOOR PLANS o 0 FOR NO. OF CELLS AND LOCATION)'- M DRYWALL FINISH .c uj o SLIDING GLASS DOOR FRAME -- UJ CIO uj a � 3 P.T. WOOD BUCK ATTACHED w/(9) 12d COIL NAILS STAGGERED o OR (3) 1/4"x3" TRPCONS. o u fV uj CEMENTIOUS EXTERIOR FINISH o s✓ 2 1 8" 3" 2 1/8" c � uj > W U) rr oD .�) CY) 1. OC O �• NAILING PATTERN — o 12d COIL NAILS — N SHOWN W Co •• J CD Q �-I- DETRIL_S C SLIDING DOOR JAMB iz � o NOT TO SCALE 3 ui O 00 J LJ._ z tD v) Q O W u l l u c CV C) CM 2x4 "STRONGBACK" AT GABLE FOR -- VERTICAL WEBS OVER 8'-0" s / NON-STRUCTURAL o Revlslon: Date: FRAME FILL-IN o.. 15T DRoW7 2-20-18 2W DRAFT 5-22-18 �� VL�JILJI U 2x4 GABLE TRUSS WITH 7/16" c SHEATHING PER SPECS rn Print Date Drawn by: I., 5-22-2018 -ICE LEPICKE W aD Flle Name: Scale: Kms, . L 1 /4!IIal C T Co Ll y1'PI CAL WIND01�►�Tq,y i \ AIL HER NGO.C. t EDgEIb� �`:0) m c > TR -22 v (SEE CONNECTOR SHEET FOR QUANTITY AND LOCATION) g Q LuLij � o r m G m = N z ENDWALL NAILING SCHEDULE _g III 0_ r-------------------------, �nE LLQ a. (V RLL INTERMEDIATE (NON -EDGE) NAILING SHALL BE 6" 15/32 PLY & 7/16 OSB W/Sd C W * _ ``' 7" LAP SIDING I ON CENTER USING SAME SIZE NAILS AS USED ON EDGES OF SHEATHING MATERIAL. ( 6" O.C. (SINGLE ROW) a; L--------------------------1 me REAR GABLE OVERHANG DETAIL A � Sheet#, c a ig GABLE END OVER BLOCKgAl m .A a \ ollT TR -22 v (SEE CONNECTOR SHEET FOR QUANTITY AND LOCATION) g Q LuLij � o r m G m = N z ENDWALL NAILING SCHEDULE _g III 0_ r-------------------------, �nE LLQ a. (V RLL INTERMEDIATE (NON -EDGE) NAILING SHALL BE 6" 15/32 PLY & 7/16 OSB W/Sd C W * _ ``' 7" LAP SIDING I ON CENTER USING SAME SIZE NAILS AS USED ON EDGES OF SHEATHING MATERIAL. ( 6" O.C. (SINGLE ROW) a; L--------------------------1 me REAR GABLE OVERHANG DETAIL A � Sheet#, c a ig GABLE END OVER BLOCKgAl m .A a I bo C) U0 CN C> Z0 ti ti4 211411 f- t:;t' ... � , - 1. - 1�� . __ ............... ..... .... ............. ........ ..... .. ..... ........ cil 12 ......................... . :n' ........ 6 ......................... \........ J3 . ............................. ...................................... ............................. 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H V2 �CJ3 .. . .............. ...... ........ . ............... ...... ...... ..................... . ........... ........ ................. ................. k�� .......... HV1 - --- T.. ............................... ................. ....... . ................ . •i............. ............... --- . .. .............. .......... . 7 7 - �z Z. I < V . . ............. ............. ................................ .................... ............... .......... ------------ ..... ............. ...... .......... ............. .................... ..... ....... ...................... ............ ..................... G1 CD c. 'CJ5A J5A ........... < < < < < Lot 1.0 to UX U) L0 U : L.0 U) W W f c7 CJ1A W W W . . . ...... .. i W W W W W GAA ............................ .................. �Zz . ...... ......................................................................................................................................... < < HEELED TRUSSES STUBBED ADDTNL 314" FOR SHEATHING ALLOWANCE F.ix 311811 131811 ................................................ ............ ........................................................................................................................................ .... ... . ....................................... .......... ....................................................... .................. ........... .................. �661 Oil .......... ......................... ...... ...... ........... General Notes Required Interior bearing walls shown @ heights noted * Trusses may not be cut or altered in any way without prior authorization from ASS, Inc. Any trusses that are cut or altered without authorization will be repaired or replaced at the customers expense No backcharges of any kind will be .accepted without prior review and written consent from ABS, Inc. For proper truss handling and bracing, refer to the "TPI" r documents "BCSI-131 through 134" Any multi -ply trusses must be attached together per the engineering specifications prior to installation Permanent and temporary bracing is: the responsibility of the truss installer. The "Engineer of Record" for the project Is responsibile for the design of the permanent bracing, the diaphram system, shear walls, and structural elements to resist lateral loads from wind and or seismic activity. The "EOR" is also responsible to call out the required strapping materials to sufficiently attach the trusses to the load bearing structure below, to verify truss design spec- Ifications (pitch, span, profiles, applied loading, wind application, etc.), and for the overall design and placement plan of ........................................... the truss system. If any job site accidents occur Involving trusses, the installer must immediately stop work on the project and notify a representative of ASS, Inc.. All trusses Involved in an accident must be inspected by a licensed structural W- ...................................... engineer to determine the cause of the accident. The builder assumes all liability if trusses involved in an accident are altered or moved in any way before an inspection is completed. All de- c1sions regarding necessary repairs or replacement of trusses will be based on the recommendation of the report sub - miffed b the structural engineer. ........... .. - Hanger Notes Refer to Simpson Strom Te website (www.strongtie.com/products/connectors), or the USP website (www.uspeonnectors.com/us/Prc>duGts/conne ctors), for proper use and attachment of the CX); specified hangers. �.................. ................................................................................................................................................... UNLESS OTHERWISE NOTED: 1 USE HETA16 (1810#) CMU TO TRUSSES, JOISTS x BEAMS. 2. USE LSTA30 (1610#) OR HTS20 (1450#) FRAME TO JOISTS & BEAMS. cco o 3. USE MTS12 (1000#) FRAME TO TRUSSES. 4. USE HUS26 (1526#)AS 1 PLY HANGER & HGUS26-2 (2155#) AS 2 PLY HANGER. 5. UNDER GIRDERS & BEAMS, APPLY MINIMUM SAME NUMBER OF STUDS AS THE NUMBER OF PLIES IN GIRDER OR BEAM. 6. ALL EXTERIOR WALLS TO BE TREATED AS BEARING WALLS. t. 7. LINTEL STRAP MISSING: APPLY (1) HTSM16 W/(4)1/411 x21 4 n TAPCONS FOR 1,175 LBS & (2)HTSM16 (875#) FOR 2,350 LBS UPLIFT. 8. MSTA36 (2050#) & HTS20 (1450#) MAY BE INTERCHANGED. 9. ALL GANGED (MULTIPLE) STUDS TO HAVE SP4. ALSO SP4 MAY BE USED IN LIEU OF SP1 & SP2. 10. PROVIDE HIP ROOF DECK SUPPORT PER APA GUIDELINES. *HTT4, HTT5, MGT W/5/8" DIAM ANCHOR BOLTS W/6" EMBEDMENT. ALLSTRAPPING HARDWARE TO P.T. LUMBER TO BE GALVANIZED cil Loading and Design Criteria' ........... Roof Floor i .......... ............... . .................. ................. ............... ............................... TC LL 20 40 Mean Hgt 25' -------------- TC DL 7 1 10 Wind Speed 140 ---------- Exposure BC LL.:.. L 0 0 C EE BC DL 10 5 ......... .. ......................................... ............. Duration 1E 100 ................. ......... .................. ................. - ........... Revision WMAW111111111 0 CD CZ 0 CZ 0 CCf ccs CD P-4 O _C= CZ ZD Cu 0 CD 4-1 CD Z Z rr 00 T_ n C\1 CZ CL OU a C/) C.) CD =D O C