Loading...
229 PINE ST - NEW HOME DRAWINGSA REHAB MS. DENISE PROPOSED ADD LEGAL DES Ae5REVIATIONS: AB ANCHOR BOLT ABV ABOVE ACT ACOU5TICAL CEILING TILE ADJ ADJU5TA13LE ADA AMERICAN WITH D15ABILITIE5 PTD ACT (ADAAG) AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT ALT ALTERNATE ALUM ALUMINUM ANCH ANCHOR AN51 5TANDARD5 INSTITUTE QUANT AMERICAN NATIONAL ARCH ARCHITECTURAL AVE AVERAGE AWG AMERICAN WIPE GAUGE BD BOARD BLK BLOCK BLDG BUILDING BM BEAM BOC BACK OF CURB BRG BEARING B5 BOTH 51DE5 BTM BOTTOM BTWN BETWEEN BUR BUILT -UF ROOF BW 50TH WAYS CAB CABINET C5 CATCH 13A51N CF CUBIC FEET CFM CUBIC FEET PER MINUTE CI CAST IRON CIF CA5T [PON PIPE CJ CONTROL JOINT CLG CEILING CLP CLEAR OR CLEARANCE CLO CL05ET CM CENTIMETER CMU CONCRETE MA50NRY UNIT COL COLUMN CONC CONCRETE CON5T CON5TRUCTION CONT CONTINUOUS CONTR CONTRACTOR CO CLEAN OUT CFT CARPET GTR CENTER CT CERAMIC TILE CW COLD WATER C/L CENTER LINE DEFT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DI DPOP INLET DIAG DIAMETER DIA DIAGONAL (c) DIM PIMEN51ON DN DOWN DP DOOR D5 DOWN5FOUT DW DI5HWA5HEP DWG DRAWING DWL DOWEL E EA5T EJ EXPAN51ON JOINT ELEC ELECTRICAL ELEV ELEVATION ENCL ENCL05URE EQ EQUAL EWC ELECTRIC WATER COOLER EX15T EXISTING EXP EXPAN51ON EXT EXTERIOR FD FIRE DAMPER FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER/CABINET FFE FIN15H FLOOR ELEVATION FH FIRE HYDRANT FIN FIN15H FLR FLOOR FOW FACE OF WALL FPM FEET PEP MINUTE FT FOOT OR FEET FTG FOOTING FURN FURNISH FV FIELD VERIFY F&I FURNISH AND INSTALL ti - C) 0 di 0 N TERATION LEVEL III FOUR: UBIN IS: 229 PINE STREET ATLANTIC BEACH, FL 32233 DUVAL COUNTY N: LOT 534, BLOCK � SECTION #3 ALTAIR AS RECORDED IN PLAT BOOK 10, PAGES 16 Ovr THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA GA GAUGE GAL V GALVANIZED GC GENERAL CONTRACTOR GI GALVANIZED IRON GL GLA55 Gov T GOVERNMENT GR GRADE GWE, GYPSUM WALL BOARD HB H05E BIBS HD HARDWARE HD D HARDWOOD HM HOLLOW METAL HORZ HORIZONTAL HP HIGH POINT HPe HIGH FRE55UPE SODIUM HT HEIGHT HTG HEATING _ HTR HEATER HW HOT WATER HZ HERTZ H/C HANDICAPPED IN INCH INCL INCLUDE ID IN51DE DIAMETER IN51 L IN5ULATION INT INTERIOR INV INVERT J JUNCTION BOX JAN JANITOR J5T J015T JT JOINT KD KNOCKDOWN KO KNOCKOUT KF KICKPLATE K/5 KNEE 5FACE LAN LAMINATED LAV LAVATORY LBL LABEL LB5 FOUNDS (#) LF LINEAR FEET LFT LEFT LH LEFT HAND LTG LIGHTING LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MA MAXIMUM MB MARKER BOARD ME(H MECHANICAL ME 113 MEMBRANE MFF MANUFACTURER MIN MINIMUM MIS M15CELLANEOU5 MO MASONRY OPENING MTL MATERIAL MR M015TURE RE515TANT MTL METAL MT MOUNTING MT1 MOUNTED MULL MULLION N NORTH NIC NOT IN CONTRACT NO NUMBER NON NOMINAL NT5 NOT TO SCALE N/A NOT APPLICABLE OC ON CENTER OD OUT5I1)E DIAMETER OFF OFFICE OH OVERHEAD OFN5 OPENING OFF' OPF051TE 05E ORIENTED 5TRAND BOARD P POWER PP POWER POLE FEP POLYETHYLENE FIFE PER: FERFORATED FF FREFINI5HED WOOD FI POINT OF INTERSECTION FLA 3 FLA5TER PLL'\M PLA5TIC LAMINATE PLT PLATE FLY VP PLYWOOD FNL PANEL POC POINT OF CONNECTION FOLI POLISHED FR PAIR PROP PROPERTY P51 POUND5 PER 5QUARE INCH F5F FOUNDS PER SQUARE FOOT PT PAINT PTD PAINTED PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION F&T POWER AND TELEPHONE PVMT PAVEMENT QT QUARRY TILE QUANT QUANTITY RA R15ER OR RADIUS RD ROOF DRAIN REF PEFPIGERATOR REFL REFLECTED REINF REINFORCED OR REINFORCING REL RELIEF REQ'D REQUIRED RET RETURN PH RIGHT HAND PM ROOM RND ROUND RO ROUGH OPENING RT RIGHT R/A RETURN AIR R/W RIGHT-OF-WAY 5 SOUTH SAN SANITARY 5CHED SCHEDULE 51) 5TORM DRAIN 5EC 5ECTION 55 5ANITARY 5EWER 5HT SHEET 51M 51MILAR 5PEC5 5PECIFICATION5 5Q 5QUARE 55 5TAINLE55 STEEL 5TD 5TANDARD 5TL 5TEEL 5TOR 5TORAGE 5TRUCT 5TRUCTURE 5U5P 5U5PENDED 5W 51DEWALK T TREAD TC TOP OF CURB TEMP TEMPORARY TFE TOP OF FOOTING ELEVATION TOC TOP OF CONCRETE TOM TOP OF MASONRY TOS TOF OF 5TEEL TO5L TOP OF SLAB TOW TOF OF WALL TRAN5 TRAN5FORMER TV TELEV15ION T&G TONGUE AND GROOVE TYP TYPICAL UG UNDERGROUND UH UNIT HEATER LINO UNLE55 OTHERW15E NOTED UNF UNFINI5HED V VOLT VCT VINYL COMP051TION TILE VENT VENTILATION VERT VERTICAL VNL VINYL VTR VENT THROUGH ROOF W WEST OR WASTE WATT W WD WOOD WF WIDE FLANGE WG WIRE GLA55 WT WEIGHT WWF(M) WELDED WIPE FABRIC OR MESH W/ WITH W/0 WITHOUT YD YARD YD(5) YARD(5) Yer'''ISf''wu11rY11.41h� I �. t ' r `e' t`y� ,!-'ems_ # .,rtt•{ttr,' ikt4�'-h couMrycar{, +� 4!,j # n € teV1.i'Me NlAi Iw a i .. li 111 V 1l) '.s ...,`... ..::, ,<..,.r •� - ��....... arc±`•{ ,. mt.. « 1-.� �n t„ +n ;�,. { • r : � ,: ,�; �+' (irt!,�[/3"4 "fu • .Y r � i�' }' ., " t .. ,6Ft 1 . c, „.y �.. 11��' y ,�5... ,� fi��''�, .T � m 1 MT X•TE h'M , •- w 7 m yt1 'k 8. Tt r]YY w� Ly d t�isy�i, 1, a f .,, . < 1 _ , r•.i .Y$ n 1 1 1l !! i 1 (; J&A Po PAPA/1:f A/1: �' ., 4 tt+a4 r t ~• �Yzir t cars 1 ,v,�t ��' � r�rc,, �." " 11 r,z1,f r qe riP x f r .i M 1 F,r i4C {. , . i:+� 1 k.; 1 it �ii` Y,B, t AiNtI�IF04 .,�� q',�,�, Ll- NUMM 'Y /� ck ,'.9uh. ", r }twk�+.l.-tevvl l"tp, f'rt Qr,.s•Ir s•t Att'tn vy.r-.� ,. r.. ... 5 e Ir ka r ` i ik¢fi„rte{t s � � a ; '”, I.rr•; r,.l9r'J ,.Y1, .•,t T { �i r .e. n If - yY �f3"I�•N r` 7sra,;p it nf tAIt 0EY e'I '., S ? r r �r. r . t+''rr ,' Itf>t'N `.I r,,tn• t" U t +w1r'Nr� t , a. APPLICABLE CODE5: FLORIDA BUILDING CODE - BUILDING 6th EDITION FLORIDA BUILDING CODE - RE5IDENTIAL 6th EDITION FLORIDA BUILDING CODE - PLUMBING 6th EDITION FLORIDA BUILDING CODE ^ FUEL GAS 6th EDITION FLORIDA BUILDING CODE - MECHANICAL 6th EDITION FLORIDA BUILDING CODE - EXISTING BUILDING 6th EDITION FLORIDA BUILDING CODE - ENERGYCON5ERVATION 6th EDITION NATIONAL ELECTRICAL CODE - 2014 EDITION NFFA 101 LIFE 5AFETY CODE - WITH FLORIDA MODIFICATIONS 6th EDITION FLORIDA FIRE PREVENTION CODE - 6th EDITION OCCUPANCY CLA55: FOR ONE & TWO 5TORY RESIDENTIAL "GROUT' R-3" CONSTRUCTION TYPE: TYPE 513 13A51C WIND 5FEED: 130 mph WiND IMPORTANCE FACTOR: 1.00 WIND EXFO5 U RE CATEGORY: D BUILDING CATEGORY: Il ENCL05UKE CLASSIFICATION: ENCLO5ED ROOF PITCH: 7:12 4 4 MEAN ROOF HEIGHT: < 35'(3l'-7'+/-) SHEET INDEX � { COVER SHEET - lot & 2nd FLOOR PLANS ROOF PLAN ELEVATIONS 15t & 2nd FLOOR ELECTRICAL PLANS SLAB PLANS) DETAILS -ROOF FLA5HIN6 DETAILS -WINDOW/DOOK FLA5HIN6 DETAILS -STAIRS DETAILS - TYF. WALL SECTIONS 5TRUCTURAL ENGINEERING (E.O.R.) C5 A100 A101 A200 E100 5100 5101 5102 5103 5104 5EE 5HEET5 FROM OFFICE COPY RECEIVED AUG - 9 2018 Building Department City of Atlantic Beach, FL REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY' ATE.--, I T 0' AM 5TRUCTUML ENGINEERING Iti -8SED Fi co 0 N 100 co A "bNSTRU � J W co F— LU N Z M =D O U � C zUQ O O) W Z W O LJ > W p J ) w > /•�/ I..L p Z W co ON N N LL CO 2 O U) N r, (No 0) �t ( X Lo 0)m N C- CD N E OQ > 0 J m o - 0 o U U z 2 CLO W W oZ Z W -� ZZ< 0 76 < J� GUS .—. -. W Z lj <I z3� °o ZEA 0 O z iL U 61:12)o[ i W W O N _m o� z W _ N ^ n.o o W I !� - / (1 JL 0l p °L W LL .. Vi > ^�'' zz �.1� U_ 4 N 0 o w o 2 O N J a�w 13) QWwwiz (Q N :2w 1�zOLU i� O O W oZc ) w U FE Lu LL w3� � J 17,71 <w N x� C9 o zso O _N 62 oww 6yNW<�o d Z �0_mU O N wowZ _ < o C) LLI _- �~om m W �m <u IJ �w� =o --- W o W Lu LL�I ild F— J U) M I— o U W d" O CI) M Y .. `O U r-) 0 _jZD _1 m C0 SHF -ET # W co F— LU N Z M =D O U zUQ O) W 04 m CV Q J Q ild F— J U) M I— o U W d" O CI) M Y .. `O U r-) 0 _jZD _1 m C0 SHF -ET # n SCALE: 1/4" : 1'-0" O C) O Lc) #SECTION 8807 ATTIC ACCE55 8807.1 Attic access. Buildings with combustible celling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. Trc rough -framed opening shall not be less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located In a hallway or other readily accessible location. When located in a wall, the opening shall be a minimum of 22 inches wide by 30 inches high (559 rnm wide by 762 mm high). When the access is located in a ceiling, minimum unobstructed headroom in the attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. EGRESS WINDOWS MUST COMPLY WITH THE FOLLOWING: SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 8310.1 EMERGENCY ESCAPE AND RESCUE REQUIRED. Basements, habitable attics and every sleeping room shall have at least one operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room. Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 Inches (1118 mm) measured fromthe finished floor to the bottom of the clear opening. Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a bulkhead enclo6ure, the bulkhead enclosure shall comply with Section 8310.3. The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well in accordance with Section 8310.2. Emergency escape and rescue openings shall open directly Into a public way, or to a yard or court that opens to a public way. Exceptions: 1. Basements used only to house mechanical equipment and not exceeding total floor area of 200 square feet (18.58 m2). 2. The emergency escape and rescue opening shall be permitted to open into a screen enclosure, open to the atmosphere, where a screen door is provided leading away from the residence. R310.1.1 MINIMUM OPENING AREA. All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 s uare feet (0.530 m2). xception: Grade floor openings 6hall have a min. net clear opening of 5 5F (0.465 m2). 8310.1.2 MINIMUM OPENING HEIGHT. The minimum net clear opening height shall be 24 inches (610 mm). R310.1.3 MINIMUM OPENING WIDTH. The minimum net clear opening width shall be 20 Inches (508 mm). R310.1.4 OPERATIONAL CONSTRAINTS. Emergency escape and rescue opening6 shall be operational from the Inoide of the room without the use of keyo, tools orspecial knowledge. 8302,5 DWELLING/GARAGE OPENING/PENETRATION PROTECTION OPENINGS AND PENETRATIONS THROUGH THE WALL5 OR CEILINGS 5EPARATING THE DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS 8302.5.1 THROUGH 8302.5.3. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR 5LEEPING PURP05E5 SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 50LID WOOD DOOR5 NOT LE55 THAN 13/8 INCHES (35mm) IN THICKNE55, 5OLID OR HONEYCOMB -CORE STEEL DOORS NOT LE55 THAN 13/8 INCHES (35mm) THICK, OR 20 -MINUTE FIRE RATED DOOR5. 8302.5.2 DUCT PROTECTION DUCT5 IN THE GARAGE AND DUCT5 PENETRATING THE WALL5 OR CEILING5 5EPARATING THE DWELLING FROM THE GARAGE 5HALL BE CON5TRUCTED OF A MINIMUM NO. 26 GAGE (0.48mm) SHEET 5TEEL,1 INCH (25.4mm) MINIMUM RIGID NONMETALLIC CLA55 0 OR CLA551 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 8302.5.3 OTHER PENETRATIONS PENETRATIONS THROUGH THE 5EPARATION REQUIRED IN 5ECTION 8302.6 SHALL BE PROTECTED A5 REQUIRED BY 5ECTION 8.302.11, ITEM 4. 8302.6 DWELLING/GARAGE FIRE SEPARATION THE GARAGE 5HALL BE SEPARATED A5 REQUIRED BY TABLE 8302.6. OPENING5 IN GARAGE WALL5 5HALL COMPLY WITH SECTION 302.5. ATTACHMENT OF GYPSUM BOARD 5HALL COMPLY WITH TABLE 8702.3.5. THE WALL 5EPARATION PROVISIONS OF TABLE 8302.6 SHALL NOT APLLY TO GARAGE WALL5 THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE 8302.6 DWELLING/GARAGE 5EPARATION SEPARATION MATERIAL FROM THE RESIDENCE AND ATTICS NOT LE55 THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM HABITABLE ROOM5 ABOVE NOT LE55 THAN 5/8" TYPE "X" GYPSUM THE GARAGE BOARD OR EQUIVALENT 6TRUCTURE(5) 5UPPORTING FLOOR/CEILING A55EM13LIE5 U5ED FOR SEPARATION NOT LE55 THAN 1/2" GYPSUM BOARD OR REQUIRED BY TH15 5ECTION EQUIVALENT GARAGE5 LOCATED LE55 THAN 3 FEET NOT LE55 THAN 1/2" GYP5UM BOARD OR FROM A DWELLING UNIT ON THE SAME LOT EQUIVALENT APPLIED TO THE INTERIOR 51DE OF EXT. WALL5 THAT ARE WITHIN TH15 AREA 17-0" 2'-0" -- — — — — — — — — — — — — — — — — II II LD I I COVERED I I 4 1 PORCH I I — i I 10 (+STEP DN) CL'G I I CONCRETE II -- COVERED I I I I to PORCH I I I I LID 1aONCRETECLG I I I I 7-4" 15'-8" i 120 80S.G.D. 120 80 5.G.D. (XOCX) (XOOX) DINING TILE FAMILY ROOM 10' CL'G TILE 5' 10' CL'G TILE WIP �1) 1a CL'G N TILE u� 5'-3 1/2" 2 -GSR GARAGE 10' (+STEP ON) CL'G CONCRETE 6'--1 — IIII II II JII``^^ li II II II II II �IIv II rf�ll II II I � J'_7 II W II II I ' JI!U n1, II II II I ' <I II cP II II I I I LII II I II I I I 0 1---- ---- 1 \ N 0 I I W Ito I I '51-1011— 0 I I I I I IT ------- I I _ 7-91/2" N SII � -_ _ 2,242 S.F. oFLEXLL _ _ 414 II COVERED ENTRY �~ TILE o � I I I 11 :I COVERED BALCONY 14 S.F. o II i I I I I l-MJ _J --------may I I I I � II I I � CD nl ..I I o Z ,' C/) cY) L Y U-) U � s. Z � LJ > W 0 m O U) W' Q J d J I 0 c,4 ti 04 .-. MUD T -0 E 0 > > 0 m o co 0 LO 0 U � i ROOM Q 1a cL'G TILE I 2880EXT. OR1/2" *�'26-2 5' 10' CL'G TILE WIP �1) 1a CL'G N TILE u� 5'-3 1/2" 2 -GSR GARAGE 10' (+STEP ON) CL'G CONCRETE 6'--1 — IIII II II JII``^^ li II II II II II �IIv II rf�ll II II I � J'_7 II W II II I ' JI!U n1, II II II I ' <I II cP II II I I I LII II I II I I I 0 1---- ---- 1 \ N 0 I I W Ito I I '51-1011— 0 I I I I I IT ------- I I _ 7-91/2" N SII � 3080 EXT DR Wl GL5 3060 SH INSERT 0 96" AFF 5TYLE TBD) 1/2"�-- 6-5" 1 4'-8 1/2" II COVERED I 1 ENTRY 10' (+5TEP ON) CL'G CONCRETE I I II it 160 80 OVERHEAD GARAGE DOOR 2'-0II L 16'-0.1 2 0, 20'-0" 33'-6" MAIN LEVEL ;�ij — .- AN 5CALE: 1/4" 1'-0" ,AREA 7A5 LIVING 151- _ 1,021 S.F. LIVING 2nd - - _ 1,221 S.F. (rOlAL VOLUME AREA) (22,541 G.F.) TOTAL LIVING ARE, -_ _ 2,242 S.F. oFLEXLL _ _ 414 ILL QI Nil 10' off; COVERED ENTRY �~ TILE o 81/2'I LID ek- t' 242 11 :I 3080 EXT DR Wl GL5 3060 SH INSERT 0 96" AFF 5TYLE TBD) 1/2"�-- 6-5" 1 4'-8 1/2" II COVERED I 1 ENTRY 10' (+5TEP ON) CL'G CONCRETE I I II it 160 80 OVERHEAD GARAGE DOOR 2'-0II L 16'-0.1 2 0, 20'-0" 33'-6" MAIN LEVEL ;�ij — .- AN 5CALE: 1/4" 1'-0" ,AREA 7A5 LIVING 151- _ 1,021 S.F. LIVING 2nd - - _ 1,221 S.F. (rOlAL VOLUME AREA) (22,541 G.F.) TOTAL LIVING ARE, -_ _ 2,242 S.F. SARAGE _ _ _ 414 S.F. COVERED ENTRY _ 104 S.F. COVERED FORGH 242 S.F. COVERED BALCONY 14 S.F. TOT?�L COVERED �RE� 3,Og6 S.F. �t N 0 Lf) OFFICE COPY COMMUNITY DEVELOPMENT APPROVED ASEp FO 0 0 00 a ,O V caC�. G a O J +W W OZ Z W Ld � J �mw J nz Zz� •� `"� < < U � 0 z z O O <oo pZLl.. V�iw ll_ O N 5__ o� Z W N z�w 1) N°�_<<� 0)^ .opo L•� , A of w !1L ) ui < U W V VI It UJ Z .J)N ks�W J1,1 Y N ; N 41 U L17 J oww OL LL+ N F- OZ w o S O NJ<�w 3 M N .} :2Wiz V LU J �C5)wa0a Qu �z< u- w3M J < W Nom �C\J�o.6o 17 oww OCV�< ow 't C55 Z R5 0NoWZ N a z O LLl s O C� kom �nw <ocu J �wQ W °-off C, W C J w C-) F_ N W N Z co 0 LJ_ O zUQ Q ZD Z "wo N m N _ U_ O Z JLL_ C J <_ m W W LL. 2I 9 Q U J J l-MJ _J LL U CD o Z ,' C/) cY) L Y U-) U � Z � LJ > W 0 m O U) W' Q J d O) CV C'' W (n 2 Z O CO 0 c,4 ti 04 .-. X LL.. Lo - 0) CV T -0 E 0 > > 0 m o co 0 LO 0 U a ,O V caC�. G a O J +W W OZ Z W Ld � J �mw J nz Zz� •� `"� < < U � 0 z z O O <oo pZLl.. V�iw ll_ O N 5__ o� Z W N z�w 1) N°�_<<� 0)^ .opo L•� , A of w !1L ) ui < U W V VI It UJ Z .J)N ks�W J1,1 Y N ; N 41 U L17 J oww OL LL+ N F- OZ w o S O NJ<�w 3 M N .} :2Wiz V LU J �C5)wa0a Qu �z< u- w3M J < W Nom �C\J�o.6o 17 oww OCV�< ow 't C55 Z R5 0NoWZ N a z O LLl s O C� kom �nw <ocu J �wQ W °-off C, W C J w C-) F_ N W N Z co 0 LJ_ O zUQ Q ZD Z "wo N m N _ U_ O Z JLL_ C J <_ m W W LL. 2I 9 4EET # Q J Q l-MJ U CD o ,' C/) cY) Y U-) U � OJT p _J 120 4EET # REAR COVERED PORCH ATTIC VENT CALCULATION - ZONE 2 I IPenl2 full l l &. 1 SQUARE INCH FOR EVERY 300 5QUARE INCHES OF CEILING 144 50. IN. = 150. FT. BUILDING CEILING (O.F.) x 144 = BUILDING CEILING (5Q. IN.) BUILDING CEILING (5Q. IN.) / 300 = 5Q. IN. OF VENT REQUIRED 50. IN. OF VENT REQUIRED / 2 = 50% AT RIDGE & 50% AT EAVE`) ROOF AREA = 314 5.F. (5QUARE FEET) .3145.F. x 144 = 45,216 5Q. IN. (5QUARE INCHE5) 45,216 5Q. IN. / 300 = 150 5Q. IN. OF VENT REQUIRED 150 5Q. IN. / 2 = 75 5Q. IN.** (**BTWN 40%-50% MAX AT RIDGE OR OFF -RIDGE VENTS) 72 5Q. IN. OF VENT AT RIDGE** & 785Q. IN. OF VENT AT EAVES REQUIRED *U5E (8) LINEAR FEET OF LAMANCO DECK -AIR DA -4 AT 9 50. IN. f ER LINEAR FOOT FOR A TOTAL OF 72 5Q. IN. WITH THE BALANCE OF 78 5Q. IN, IN 50FFIT. MAIN BODY 2nd FLOOR I ATTIC VENT CAL4,ULA71ON - ZONE 3 I 1 5QUARE INCH FOR EVERY 300 5QUARE INCHE5 OF CEILING 144 50. IN. = 1 5Q. FT. BUILDING CEILING (5.F.) x 144 = BUILDING CEILING (5Q. IN.) BUILDING CEILING (5Q. IN.) / 300 = 5Q. IN. OF VENT REQUIRED 5Q. IN. OF VENT REQUIRED / 2 = 50% AT RIDGE & 50% AT EAVES ROOF AREA = 1,640 5.F. (5QUARE FEET) 1,640 5.F. x 144 = 236,160 5Q. IN. (5QUARE INCHE5) 236,160 5Q. IN. / 300 = 788 5Q. IN. OF VENT REQUIRED 788 5Q. IN. / 2 = 394 50. IN.** (**BTWN 40%-50% MAX AT RIDGE OR OFF -RIDGE VENTS) 360 5Q. IN. OF VENT AT RIDGE* & 428 5Q. IN. OF VENT AT EAVES REQUIRED *U5E (2) 770-1) AT 140 5Q. IN. EA. (28050. IN.) AND (1) 750 AT 50 CO. IN. EA. (50 50. IN) AND (1) 730 AT 30 5Q. IN. EA. FOR A TOTAL OF 360 5Q, IN. WITH THE BALANCE OF 428 5Q. IN. IN SOFFIT NOTE: ALL SOFFITS TO BE VINYL SOFFIT MATERIAL 12" TRIPLE 4 VENTED BY KAYCAN (OR EQUAL) WHICH EQUATES TO APPROX. 8 5Q. IN. PER LINEAR FOOT WITH 16" WIDE SOFFITS. NOTE: BUILDER/SUBCONTRACTOR TO ADJUST ACCORDINGLY FOR FIELD CONDITIONS. NOTE: ALL ROOF VENTS ARE LOMANCO A5 NOTED. ADJUST CALC'5 AND QUANTITIES A5 NEEDED FOR DIFFERENT MANUFACTURER U5ED. GARAGE SHED ROOF I ATTIC VENT CALCULATION - ZONE 1 PeIMP k f i l l &. 1 50UARE INCH FOR EVERY 300 5QUARE INCHE5 OF CEILING 144 50. IN. =1 50. FT. BUILDING CEILING (5.F.) x 144 = BUILDING CEILING (5Q. IN.) BUILDING CEILING (5Q. IN.) / 300 = 5Q. IN. OF VENT REQUIRED 5Q. IN. OF VENT REQUIRED / 2 = 50% AT RIDGE & 50% AT EAVES ROOF AREA = 190 5.F. (5QUARE FEET) 194 5.F. x 144 = 27,360 5Q. IN. (5QUARE INCHE5) 27,360 50. IN. / 300 = 92 5Q, IN. OF VENT REQUIRED 92 5Q. IN. / 2 = 46 50. IN.** ('*BTWN 40%-50% MAX AT RIDGE OR OFF -RIDGE VENTS) 455Q. IN. OF VENT AT RIDGE** & 47 5Q. IN, OF VENT AT EAVE5 REQUIRED *U5E (5) LINEAR FEET OF LAMANCO DECK -AIR DA -4 AT 9 5Q. IN. f ER LINEAR FOOT FOR A TOTAL OF 455Q. IN. WITH THE BALANCE OF 47 5Q. IN. IN 5OFFIT. 0 N N 4 N izz 10'- 1 1/8" PLT HGT PLUS 41,-v 3 F L ���-� ° 12 - -!W! - - �N J� 8806.1 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) shall be provided with corrooion- reoiotant wire cloth screening, hardware cloth, or similar material with openings having a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Openings in roof framing members shall conform to the requirements of 5ection 8802.1.8. Required ventilation openings shall open directly to the outside air. Exception: Attic ventilation shall not be required when determined not necessary by the code official due to atmospheric or climatic conditions. 8806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space. Exception: The minimum net free ventilation area shall be 1/300 of the vented space provided one or more of the following conditions are met: 1. In Climate Zones 6, 7 and 8, a Claos I or II vapor retarder is installed on the warm -in -winter side of the ceiling. 2. At least 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located no more than 3 feet (914 mm) below the ridge or highest point of the space, measured vertically, with the balance of the required ventilation provided by cave or cornice vents. Where the location of wall or roof framing members conflicts with the installation of upper ventilators, Installation more than 3 feet (914 mm) below the ridge or highest point of the space shall be permitted. R806.3 Vent and insulation clearance. Where cave or cornice vents are installed, insulation shall not block the free flow of air. A minimum of a 1 -inch (25 mm) space shall be provided between the insulation and the roof sheathing and at the location of the vent. 8806.4 Installation and weather protection. Ventilators shall be installed in accordance with manufacturer's installation instructions. Installation of ventilators in roof systems shall be in accordance with the requirements of 5ection 8903. Installation of ventilators in wall systems shall be in accordance with the requirements of 5ection 8703.1. 8806.5 Unvented attic and unvented enclosed rafter assemblies. Unvented attic assemblies (spaces between the ceiling joists of the top story and the roof rafters) and unvented enclosed rafter assemblies (spaces between ceilings that are applied directly to the underside of roof framing members/rafters and the structural roof sheathing at the top of the roof framing members/rafters) shall be permitted if all the following conditions are met: 1. The unvented attic space is completely contained within the building thermal envelope. 2. No interior Class I vapor retarders are installed on the ceiling side (attic floor) of the unvented attic assembly or on the ceiling side of the unvented enclosed rafter assembly. 3. Where wood shingles or shakes are used, a minimum 1/4- inch (6 mm) vented air space separates the shingles or shakes and the roofing underlayment above the otructuraioheathing. 4. In Climate Zones 5, 6, 7 and 8 of Table 8301.1 of the Florida Building Code, Energy Conservation, any air -impermeable insulation shall be a Class II vapor retarder, or shall have a Class III vapor retarder coating or covering in direct contact with the underside of the insulation. 5. Either Items 5.1, 5.2 or 5.3 shall be met, depending on the air permeability of the insulation directly under the structural roof sheathing. 5.1. Air -impermeable Insulation only. Insulation shall be applied in direct contact with the underside of the structural roof sheathing. 5.2. Air -permeable insulation only. In addition to the air -permeable insulation installed directly below the structural sheathing, rigid board or sheet insulation shall be installed directly above the structural roof sheathing ao specified in Table 8806.5 for condensation control. 5,3, Air -impermeable and air -permeable insulation. The air -impermeable insulation shall be applied in direct contact with the underside of the structural roof sheathing ao specified in Table 8806.5 for condensation control. The air -permeable insulation shall be installed directly under the air -impermeable insulation. 5.4. Where preformed insulation board io used as the air -impermeable insulation layer, it shall be sealed at the perimeter of each individual sheet interior surface to form a continuous layer. OmmuoY DEVELOPMENT O APPROVED OFFICE COPY EASED ' "'VS -FRU 0 O LL D J_ m W W H LLy J W W G = Z Z W /n W J U LU Z� J E <0, >L MU)W N m o� O V_ 03 OZ T Q U N of o� g � dew VJ > wztn N�C�Z V LD:D WWW LL(� Z 0) N owo N J ¢qui O Q w N WME ^O/N 1)z O J Z < N- U c'z< (x6 1L LL F @11 3:E �- Z 2 O W >g=��>o W 0 J� m 0 O O N O O N c) LL co O N N ti � .-. p 07 x co LQ N r- N p � c O > Q -j m � o 0 U 0 O LL D J_ m W W H LLy J W W G w M F-- CV W N Z IY ('-) =) U)LL O zUQ Q ZD rn w fV m CV F_ Q J Q �I Q J Q M CD U w ICT o cn � Y U Q J CO Cn SHEET # = Z Z W /n W J Z Q 0 ¢U= LU Z� Zo E <0, >L MU)W N m o� O V_ 03 OZ T Q U N of o� g � dew VJ > wztn N�C�Z V LD:D WWW LL(� Z 0) N owo N J ¢qui O Q w N WME ^O/N 1)z O J Z < N- U c'z< (x6 1L LL F @11 3:E Y � C\1 0 D owW 07NW<'9g (y) Z O N owz N <�o OLU �mw �z } W J �b- W W owg p J w M F-- CV W N Z IY ('-) =) U)LL O zUQ Q ZD rn w fV m CV F_ Q J Q �I Q J Q M CD U w ICT o cn � Y U Q J CO Cn SHEET # 20'- 7' PLT HGT FLU5 12" HEEL ON TRU-55 I 24" OVERHANG FROM j 8" FAUX BUMP Lu °L a� 8" FAUX BUMF' OUT5IDE LL - 0 OWNER'S BATH 00 — ox HARDIEFLANK/NIGHIHA LAP 5IDING (OR 51MILAR) 4- Q IN to u ll'- 5 7/8" FIN FLK 2nd F, 10'- 11/8" FLT HGT HARDIEFANEL/NICHIHA �? VERITGAL 5IDING W/ HARDIETRIM/NICHIHA_ o BATTEN5 AT 16" O.C. (OR 51MILAR) h 0'- 0" FINI5HED FLOOR 20' - 7' PLT HGT PLUS 12" HEEL ON TRU55 a 8" FAUX BUMP OUT5IDE OWNER'S BATH 0 HARDIEFLANK/NIGHIHA LAP 5IDING (OR 51MILAR) ll'- 5.7/8" FIN FLR 2nd F_ 10'- 11/8" PLT HGT HARDIEFANEL/NIGHIHA Lo cfj VERITGAL 5IDING W/ HARDIETRIM/NICHIHA_ o 5ATTEN5 AT 16" O.C. (OR 51MILAR) 0'- 0" FINI5HED FLOOR j =1Lp_ __ _. I p_ µ 12 12 17 FF F -F I � - - - - -- - - - - -, ll iGT FLUS TRU55 IK/NICHIHA LAP 51MILAR) J FLR 2nd f HGT L/NIGHIHA >ING W/ U? 'NICHIHA 16" O.C. (OR o ED FLOOR /-6 qv 'ELOPMENT VED co 0 LAP N o � OFFICE COPY tiF,�►sED F ; -T-- � d A ��`�°STRU �O W- U J —1 4- � C 4- ry Z 0 0 -1 0 -1 W > 0 Q J 04 0) Lo N c7 LJL 0 2 N ti CND O) L u) N CN , � N 0 -0 N E oQ j ) o co CD o 0 U O V CalLz W O J W W =Zw U �mw J Z z Q .�. wze wz ~°Eiz 0 oZ Z (� I �� W O N Z -u N Tu¢10 Q _ J p •� o -o W / (� lL. n) p w < b ¢ o j- +� wz Who W W U U Lc) oww LL.. N zowo r= O N —I LLI <�w V d W N DL ^/ W FALL O Oz¢ U � O � = oc N °c U XJ owl CL LL W3� �l J QwN N O ¢ N =Lu opo ONQL pWW 0) N W< 07 Z �mU ON wowZ N ¢moo O W L� (7)pmgW J <Dz oQ ��� tzo� (1) 0, Lli C, Lu W N H Z cm ZD F— J 0 LL U z v Q o W Z:) zF-) N CN _ U F- 0 Z L C) J_ m W W w Z H Q !J^^ vJ C) U o Cw M Y .. U r 000 Q —j =) J m U) SHEET # r - - - - - I I I IL L i 0 1 SINGLE POLE \ RECEPTACLE \ FOR IRRIGATION \ CONTROL \ . P V^ L G: 1/ Y - 1 - V E3902.16 ARC -FAULT GIRCUIT-INTERRUf TER PROTECTION. (AFCI) Branch circuits that supply 120 -volt, single phase, 15- and 20- ampere outlets installed in kitchens, family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sun -rooms, recreations rooms, closets, hallways, laundry areas and similar rooms or areas shall be protected by any of the following: [210.12(A)] 1. 1.A listed combination -type arc -fault circuit Interrupter, installed to provide protection of the entire branch circuit. [210.12(A)(1)] 2. 2.A listed branch/feeder-type AFCI installed at the origin of the branch -circuit in combination with a listed outlet branch -circuit type arc -fault circuit Interrupter installed at the first outlet box on the branch circuit. The first outlet box in the branch circuit shall be marked to Indicate that it is the first outlet of the circuit. [210.12(A)(2)] 3. 3.A listed supplemental arc protection circuit breaker installed at the origin of the branch circuit In combination with a listed outlet branch -circuit type arc -fault circuit interrupter installed at the first outlet box on the branch circuit where all of the following conditions are met: 1. 3.1.The branch -circuit wiring shall be continuous from the branch -circuit overcurrent device to the outlet branch -circuit arc -fault circuit interrupter. 2. 3.2.The maximum length of the branch -circuit wiring from the branch -circuit overcurrent device to the first outlet shall not exceed 50 feet (15.2 m) for 14 AWG conductors and 70 feet (21.3 m) for 12 AWG conductors. 3. 3.3.The first outlet box on the branch circuit shall be marked to indicate that it is the first outlet on the circuit. [210.12(A)(3)] 4. 4.A listed outlet branch -circuit type arc -fault circuit interrupter Installed at the first outlet on the branch circuit in combination with a listed branch -circuit overcurrent protective device where all of the following conditions are met: 1. 4.1.The branch -circuit wiring shall be continuous from the branch -circuit overcurrent device to the outlet branch -circuit arc -fault circuit Interrupter. 2. 4.2.The maximum length of the branch -circuit wiring from the branch -circuit overcurrent device to the first outlet shall not exceed 50 feet (15.2 m) for 14 AWG conductors and 70 feet (21.3 m) for 12 AWG conductors. 3. 4.3.The first outlet box on the branch circuit shall be marked to indicate that it is the first outlet on the circuit. 4.4.4.The combination of the branch -circuit overcurrent device and outlet branch -circuit AFCI shall be identified as meeting the requirements for a system combination -type AFCI and shall be listed as such. [210.12(A)(4)] 5. 5.Where metal outlet boxes and junction boxes and RMC, IMG, EMT, Type MC or steel -armored Type AC cables meeting the requirements of 5ection E3908.8, metal wireways or metal auxiliary gutters are installed for the portion of the branch circuit between the branch -circuit overcurrent device and the first outlet, a listed outlet branch -circuit type AFCI installed at the first outlet shall be considered as providing protection for the remaining portion of the branch circuit. [210.12(A)(5)] 6. 6.Where a listed metal or nonmetallic conduit or tubing or Type MC cable is encased in not less than 2 inches (50.8 mm) of concrete for the portion of the branch circuit between the branch -circuit overcurrent device and the first outlet, a listed outlet branch -circuit type AFCI installed at the first outlet shall be considered as providing protection for the remaining portion of the branch circuit. [210.12(A)((o)] Exception: AFCI protection is not required for an individual branch circuit supplying only a fire alarm system where the branch circuit is wired with metal outlet and junction boxes and RMC, IMG, EMT or steel -sheathed armored cable Type AC or Type MC meeting the requirements of 5ection E3908.8. OFFICE CC1 NOTE: ALL CABLE, 5ATELLITE, PHONE, COMPUTER, AND OTHER SPECIAL WIRING (INCLUDING LOW VOLTAGE) TO BE DESIGNED BY AN A/V 5PECIALI5T. THE LOCATION OF THESE ITEMS ARE NOT INDICATED ON TH15 PLAN. TH15 PLAN 15 A GUIDE ONLY. ALL ELECTRICAL W1R/t4 (& FIXTURES) TO BE /N ACCORDANCE WITH THE 2014 NEG BYA LICENSED ELECTRICIAN. a NOTE:100% OF ALL INTERIOR & EXTERIOR PERMANENT LIGHT FIXTURES INSTALLED WILL USE HIGH -EFFICACY' LAMPS (CFL/LED A5 DEFINED IN 'R202), EXCEEDING THE 75% REQ'D IN FBC EC 8404.1. FBC EC 8404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LE55 THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY* LAMPS OR NOT LE55 THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURE5 SHALL CONTAIN ONLY HIGH -EFFICACY* LAMPS, EXCEPTION: LOW -VOLTAGE LIGHTING. *R202: HIGH -EFFICACY LAMPS. COMPACT FLOURE5CENT LAMP5, T-8 OR SMALLER DIAMETER FLOURE5CENT LAMP5, OR LAMP5 WITH A MINIMUM EFFICACY OF: 1. 60 LUMEN5 PER WATT FOR LAMP5 OVER 40 WATT5; 2. 50 LUMEN5 PER WATT FOR LAMP5 OVER 15 WATT5 TO 40 WATT5; AND 3.40 LUMEN5 PER WATT FOR LAMP5 15 WATT5 OR LE55. ELECTRICAL LEGEND Q �T♦\�` CEILING FAN �; �` PREWIRE & BRACE ONLY \PREWIRE & BRACE ONLY J UG -92018 CEILING FAN � PREWIRE, BRACE, & E-- p e@ m INSTALL CEILING FAN J� 110v DUPLEX OUTLET ARC -FAULT CIRCUIT -INTERRUPTER 110v DUPLEX OUTLET LL GROUND -FAULT CIRCUIT -INTERRUPTER LL#� 3 110v DUPLEX OUTLET GFCI 0 & WATER PROOF ® i10v DUPLEX OUTLET FLR/CL'G MOUNTED 220v OUTLET HALF 110v DUPLEX OUTLET W/ SWITCHED HALF WALL SWITCHED SPECIALTY OUTLET / z O W0 � W J M HARD WIRED v o A/C DISCONNECT .. X N r- rn N � N Q E Q.. > > 0 J m 0 ExRTZT'PTN / EXHAUST FAN &LIGHT COMDO SWITCH / 3 -WAY SWITCH / 4 -WAY SWITCH OVERHEAD GARAGE ( DOOR PUSH BUTTON TTT TELEHONE 0 NL 5D CM SMOKE DETECTOR / CARBON MONOXIDE DET. / CABLE/5AT N OUTLET T = THERMOSTAT ®T CH CH = DOOR CHIMES INCANDESCENT LIGHT FIXTURE (CUG MO INCANOESCE6-^*T FIXT(WALLt4AO1 1�Jf URE INCANDESCENT LIGHT FIXTURE (WALL SCONCE) j INCANDE5CENT LIGHT FIXTURE (CL'G REG. (VP = VAPOR PROOF) Z# INCANDESCENT LIGHT LU FIXTURE (PENDANT) DOUBLE FLOOD LIGHT FLOURE5CENT LIGHT FIXTURE COVE OR UNDER CABINET �� LIGHTING SYSTEM LEASED t A °NsTRIiC'0 U Q J Q C/) ✓E J co oU 'd' O J UG -92018 MS U � ng Depart E-- p e@ m m D co ,t'antic Beach, FL W C z O W0 � W J M 0 Q -��] 00 00 O Lo N -I � = co ti N NLn 1` CNO [t C .. X N r- rn N � N Q E Q.. > > 0 J m o Cl) LO CD U U 0 c� F -I 2 0 IL 0 J m W W J W W 0 oz Z w co LU co LU o zzz Q Q C' J Q U � � w?� O z U ��z O Qoo iL v t��w N _� Z J N N Zv<l J 1L 0 o°` LU N z�� > ° "U � wzui o who awo NJ<�w U W N o I x - z L z=< U C�z< L H W3� ci �¢WJ N �_ u~io< x� .5 c, O N oow (5) CV W Q -'o O�zR Q N pw) N Quo �mw d J m 1- <6 tL J p� w WHO W�� el W p J W N Z n" C0 ZD UO Z UEL- Q CY) Q N LV � CV m i- Q J Q W' F . ♦- LL � Q J Q C/) ✓E D co oU 'd' O CW UG -92018 MS U � ng Depart E-- p e@ m m D co ,t'antic Beach, FL SHEET # c� 0 co 0 N —331-01, 31'-6" — v o 1_5 r�-°-°-°- r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t—o—o—o °--�—o—o—o—o—o—o—o—o—o—o--�ro o II I I I I I Q it I I l Q Ii � 0 I I I I Q I� I I �I ° I ° i_____________� I 1 I I I I ,• • I I I I I 1 0 I I 1 0 0 I 0 o j I I I I I ------------------------- -- ---'I ° I Lr- lyyybyi O Q 7 1 I I 1 I I I L O ° L� p I I I I I I I I I Q I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I O I I I I I 0 I I 1 I I I o—o—o—o—o—e—e—e—o—o—o—o—o-i� Io 0 L°� o—o—o—o—o—o—o—o—o—o—o—e—o- �II O—I0� 2'-0" 33'-0" o f 1 °—Q J I I I I I I f7 0 0 0 0 c� �w�� A:��!_l► �C �:�� 0 I 14'-6" '' 17-8" NOTE: A FOUNDATION 5UPVEY SHALL BE PERFORMED AND A COPY OF THE 5UPVEY SHALL ro J L o� o BE ON THE 51TE FOR THE BUILDING IN5PECTOR'5 ° o U5E PRIOR TO FRAMING IN5PECTION I 24" x 24" x 12" CONCRETE PAD W/ 2) #6e EACH WAY I ° ° 24" x 24" x 12' r ° J CONCRETE PAD W/ 2 #5'a EACH WAY , i O I O—O—O—O-0-0-0-0-0-0 10O—O—O—O—O C-<---- —O—O—O 0 OO r ,— — — — — — - — — -- — — — — — — � 411 I, O �OT o -_6�>-,0-6-0.-0-0-0 ¢-----O—O —o—.O —I �.' O I' ° o o. � l ° o d r' j o p ° HATCH REPRESENT5 EX15TING o �� j j { FOUNDATION TO REMAIN W/ ° 4 ° MODIFICATION5 A5 NEEDED ° ° I NEW PLUMBING, ETC. ° 0 0 _ I PROVIDE ELECTIRCAL ° A5 NEEDED FOR o ° I I ° ISLAND I ° 0 I ' a I I I I I I I I I { 1 I I 1 1 d III j I 1 'I 0 ( -------------------------------- I 00 1 I --- -- 1 1 I I ° O I 1 I I 1 II II II II II II II 11 I II 1 ' 1 - I I M I I— U Z = Q C o Z) lq. W ° D `r) m 0 N Z w O > LLI 0 J CO O Q �JI Co N O Lo N N LL_ = U) tt-- O NL' N IL (c)> 0) 0)� x ISL_ N 9.14 0) N V -0 E a) > J m O cl) LO o U U U) Q e _I Q o e —331-01, 31'-6" — v o 1_5 r�-°-°-°- r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t—o—o—o °--�—o—o—o—o—o—o—o—o—o—o--�ro o II I I I I I Q it I I l Q Ii � 0 I I I I Q I� I I �I ° I ° i_____________� I 1 I I I I ,• • I I I I I 1 0 I I 1 0 0 I 0 o j I I I I I ------------------------- -- ---'I ° I Lr- lyyybyi O Q 7 1 I I 1 I I I L O ° L� p I I I I I I I I I Q I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I O I I I I I 0 I I 1 I I I o—o—o—o—o—e—e—e—o—o—o—o—o-i� Io 0 L°� o—o—o—o—o—o—o—o—o—o—o—e—o- �II O—I0� 2'-0" 33'-0" o f 1 °—Q J I I I I I I f7 0 0 0 0 c� �w�� A:��!_l► �C �:�� 0 I 14'-6" '' 17-8" NOTE: A FOUNDATION 5UPVEY SHALL BE PERFORMED AND A COPY OF THE 5UPVEY SHALL ro J L o� o BE ON THE 51TE FOR THE BUILDING IN5PECTOR'5 ° o U5E PRIOR TO FRAMING IN5PECTION I 24" x 24" x 12" CONCRETE PAD W/ 2) #6e EACH WAY I ° ° 24" x 24" x 12' r ° J CONCRETE PAD W/ 2 #5'a EACH WAY , i O I O—O—O—O-0-0-0-0-0-0 10O—O—O—O—O C-<---- —O—O—O 0 OO r ,— — — — — — - — — -- — — — — — — � 411 I, O �OT o -_6�>-,0-6-0.-0-0-0 ¢-----O—O —o—.O —I �.' O I' ° o o. � l ° o d r' j o p ° HATCH REPRESENT5 EX15TING o �� j j { FOUNDATION TO REMAIN W/ ° 4 ° MODIFICATION5 A5 NEEDED ° ° I NEW PLUMBING, ETC. ° 0 0 _ I PROVIDE ELECTIRCAL ° A5 NEEDED FOR o ° I I ° ISLAND I ° 0 I ' a I I I I I I I I I { 1 I I 1 1 d III j I 1 'I 0 ( -------------------------------- I 00 1 I --- -- 1 1 I I ° O I 1 O I I ° l 16'-21/2" - I 0 I' I p 1 I I _o=o-10 0 I I O 1 II 11 II II II II II 11 II II' I II "11 II I II II II II 1 I --------- I I --- I. ° II II II 11 11 11 I I I 1 II II II II II II II 11 I II 1 ' 1 - I I o o ° - — — - — — J oo—o—off-o O O -----1 o ° i JO r-e—e-j o Illllo / o 0 ° CONCRETE PAD WI o (3) #5'e EACH WAY • F • 5 E r sem,! ��. A_�.� � _�► 13'-4" I M-- — = unt m 0 a- m w—lw-, Am. I .. Q C�NSTRUC��� U . W CM I--- W J Z Z) O M w0 I— U Z = Q C o Z) lq. W N D `r) m 0 N Z w O > LLI 0 J CO O Q �JI Co N O Lo N N LL_ = U) tt-- O NL' N IL (c)> 0) 0)� x ISL_ N 9.14 0) N V -0 E a) > J m O cl) LO o U U Z LU2 C13 ILO .jW W D =zw U N°w 0 ¢ U ¢ O O F OI= XS Z Z OV �iw Lto LU C) O � In 0 oho (� oc w U Z O W O w3o uj c�6N�ZW- O o = O N _1 <�w Q K U S Ozz ,twi O ULL Z 2 ¢ p-- LL 3 :2 cJ Q w N = Oopw WCVW¢�o d- (3] Z 2mU O N owz NLLI ¢Fo kom � m W N �Om ¢otu roz - W c x w0Lu p W p J OFFICE COPY SHEET # . W CM I--- W N Z Z) O M w0 I— U Z = Q o U) lq. W N D `r) m 0 N � Q -j m U) Q _I Q OFFICE COPY SHEET # Q J Q M I— U o o U) lq. `r) U 0 � Q -j m U) OFFICE COPY SHEET # NOTE: IN5TALL KICKOUT FLA5HING AT BOTTOM OF ROOF & WALL INTER5ECTION5 STUCCO/CV FINISH A55EM13LY LAP BARRIER5 OVER NAILING FLANGE VINYL DRIP/WEEP 5CREED - 5x5 METAL FLASHING KICK -OUT FLASHING (SEE D TAIL) aMI2N. EXTEND KICK -OUT 2" 5EYON FASCIA I FELT UNDERLAYMEN SHINGLE ROOFING METAL DRIP EDGE FA5CIA PETAL - NALL/KICKOUT FLASH INCL 5CALE:HT5 GALVANIZED Ie1ETAL OFF RIDGE VENT WITH BAFFLE, SET IN PLA5TIC ROOF CEMENT OR SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER SHINGLE AT BASE FIBERGLA55 SHINGLE ROOFING OVER 15# FELT OVER 7/16" 055 OVER PRE-ENGINEERED WOOD TRU55E5 (VERIFY WITH E.O.R. DRAWING5) IN5TALL 5HINGLE5 OVER OFF -RIDGE VENT FLANGE AT HEAD WATER TIGHT SEAL NOTE5: 1. INSTALL IN 5T ICT ACCORDANCE WITH MANUFACTURER'5 WRITTEN IN5TAL ATION IN5TRUCTION5. 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLA5HING OVER FLANGE Air HEAD ONLY. DETAIL - OFF-RIPSE VENT 5CALE: N 15 VALLEY SHINGLE INSTALLATION: INSTALL 5HINGLE5 USING "WEAVE" METHOD. 1. EXTEND (1) FILL END SHINGLE MIN. 12" PAST CENTERLINE OF VALLEY. 5EE MANUFACTURER'S WRITTEN IN5TRUCTION5 FOR ADDITIONAI_ INSTALLATION INFORMATION. 2. DO NOT NAIL 6" MIN. FROM VALLEY CENTERLINE. FIBERGLA55 SHINGLE ROOFING OVER 15# FELT OVER 7/16" 0513 OVER PRE-ENGINEERED WOOD TRU55E5 (VERIFY WITH E.O.R. DRAWING5) / 24" WIDE METAL VALLEY FLASHING OVER 15# FELT OPTIONAL9: 36" WIDE SELF -ADHERING ROOFING UNDERLAYMENT CENTERED ON VALLEY (GRACE ICE ANDA _R SHIELD OR EQUAL) DIRECTLY OVER 7/16" 0513 OVE 'r PRE -ENG. WOOD TRUSSES 0 24" ox. PRIME 5 IEATHING PER MANUF, IN5TRUCTION5 VETAIL - VALLEY FLASHING 5CALE:NT5 J Roo OFmTAIL - NALL FLASHINS 5CALE: NT5 OPTIONAL: LEAD 130( FLASHING W/ INTEGR/ FLANGE 5ET IN PLA5T ROOF CEMEt VENT 5TAC (5EE PLUMBING FC 51ZE & LOCATION( PREFORMED FLEXIBLE BOC FLASHING W/ INTEGRA FLANGE 5ET IN PLA5Tl ROOF CEMEk INSTALL FLANGE OVE SHINGLE AT 5A5 ✓ALL 5HEATHING STUCCO/CV FINISH A55EMBLY W/ 15# FLET )VER APPROVED HOUSEWRAP (WR5) AP FELT AND HOU5EWRAP OVER VINYL STUCCO 5TOP/WEEP XTEND 15# FELT ROOFING FELT UP WALL 7' 11N. x5 METAL FLASHING OVER ROOFING FELT VAIL TO ROOF DECK NOT WALL 5HEATHING) AP SHINGLE - DO NOT NAIL INSTALL WITH OOF CEMENT HINGLE ROOFING DETAIL - VENT STACK FLASHINS 5CALE: NT5 ALONG RAKE PLACE DRIP EDGE ON TOP OF UNDERLAYMENT 2x6 FASCIA ALONG RAKE5, CEMENT 5HINGLE5 TO UNDERLAYMENT AND EACH OTHER IN A 4" WIDTH OF A5PHALT PLASTIC ROOF CEMENT NON -CORRODING METAL EAVE DRIP TRIM 6"-7' FROM END OF FIRST 51 TINGLE PLACE 5HINGLE5 CL05E TOGETHER BUT DO NOT CROWD ALONG RAKES, CEMENT 5HINGLE5 TO UNDERLAYMENT AND EACH OTHER IN A 4" WIDTH OF A5PHALT PLASTIC ROOF CEMENT NON -CORRODING METAL EAVE DRIP ROOF SHEATHING 2" MIN. 51DE LAP 36" WIDE UNDERLAYMENT IN5TALLED WITHOUT WRINKLES. U5E ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY 5HINGLE5 METAL DRIP EDGE 5ET IN PLASTIC ROOF CEMENT & NAILED 1x2 P,T. I1NnFPl AYKAFNT STARTEK COURSE FIR5T COURSE ALONG EAVES PLACE UNDERLAYMENT ON TOP OF METAL DRIP EDGE J Cn U Z u- AL IT. O ILIrz RE515TANT COLLAR FLASHING 5ET IN LL J J z APPROVED EXT. GRADE SEALANT � w z9Luw O Lu O O who +� hl zz ACV LLc,z O Jowes co a U— —�jN�_owo CORROSION RE515TANT STORM COLLAR C N J Z 0 O w Zw Q ^, D J N :2w=Z N iii ° 1„ = J O .• 6 J N O U 0 z Lu 0 i Lu Q J� m > z O 00 O LO N co LLL ntiW r(0� 0 F- 4--X O N d) 0) LL L CV -. M 12 O j 0 ED oQ CO Of O miZ InW O .j FROM ALL W OUR5E W 0 =zw U w J F- z OL J Z z < D r. wZ_� ° Z3 6 E ° Z' i)_° ��0 Z N ¢) "1 o � IINGLE5 3/8" OVERLu z G N � =L ) RAKE EDGES TO C`� p z <zz< �w o DRIP EDGE cS� Q m o ou -0" 1-0.. 11/211 SHINGLE NAILING ROOFINS PETALS 5CALE: NT5 APPROVED "UL" RATED, PRIMED & PAINTED CORROSION RE515TANT, METAL PROFILE CAP FACTORY APPROVED & TE5TED METAL SPARK ARRESTOR, INSTALL PER MANUFACTURER'5 INSTALLATION REQ'5 N Z () = z2x4 5TU DS z CoQ O.C. L p REQ'D 0 0 FIRE5TOF ==z f ER o z = MANUF. 06 ROOF CRICKET WITH FLASHING TOP CHORD OF PRE-ENGINEERED & MANUFACTURED ROOF TRU55E5 FI13ERGLA55 SHINGLE ROOFING OVER 15# FELT OVER 7/16" 055 OVER PRE-ENGINEERED WOOD TRU55E5 (VERIFY WITH E.O.R. DRAWING5) DETAIL - TYP. CHIMNEY SECTION Lu -011 Z u- AL IT. O ILIrz RE515TANT COLLAR FLASHING 5ET IN LL j H O w J z APPROVED EXT. GRADE SEALANT � w z9Luw O Lu O O who +� hl zz ACV LLc,z O Jowes co U— —�jN�_owo CORROSION RE515TANT STORM COLLAR F - N J - 0 O w Zw Q ^, D J N :2w=Z N iii ° 1„ = J O .• 6 J N O U LuZi< N— =) LO o w Ir" O C) CORRO510N RESISTANT METAL CAP ca Z < Q LL In N m _l O cJ w,6 N O < C/) 0 L N x� GRADE 5EALANT O N i1L oww m (v Lu < 0 0 z �0_ m U O N ww . Z N <�s 1 �m r % WJ w d W=� Soo 3:12 or GREATER SLOPE (PER o w o MANUFACTURER5 5PEOFICATION5) -' - I- MANUFACTURER'S CORROSION Z RE515TANT COLLAR FLASHING 5ET IN LL W N J z APPROVED EXT. GRADE SEALANT __j' a ACV co Udo 4t CORROSION RE515TANT STORM COLLAR F - W - 0 A55EMBLY 5ET IN APPROVED EXT. o W J GRADE 5EALANT U j Q =) LO W C) CORRO510N RESISTANT METAL CAP Z N m _l A55EM5LY 5ET IN APPROVED EXT. C/) 0 GRADE 5EALANT 0 Z a LL J __j' a WATERPROOF MEMBRANE OR CONTINUOUS 5EALANT MIN. CLEARANCE PER MANUFACTURER FACTORY CHIMNEY FLUE STUCCO FIN15H OVER FELT -BACKED WIRE MESH DOUBLE 2x_ BLOCKING 5CALE: NT5 OFFICE COPY m Lu Lu HIN- LLN S� HEET # a J Q co 4t F - 0 o W O U) Y LO F- 0 m 0 J ZD _l CO C/) HEET # DOOR INSTALLATION R703.2 WATER-RE515TIVE BARRIER. "A-1" WOOD FRAME CONSTRUCTION _j B ASED F o WEATHER RESITIVE BARRIER RB APPLIED PRIOR TO THE DOOR INSTALLATION. ONE LAYER OF NO. 15 A5PHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH A5TM D 226 FOR 8) o V O ( ) TYPE 1 FELT OR OTHER APPROVED WATER-RE515TIVE BARRIER 5HALL BE APPLIED OVER 5TUD5 OR CODE COMPLIANT WINDOW INSTALLATION METHOD (FBG-8703.¢4r 00 FLASHING APPLIED OVER THE FACE OF THE FRAME. SHEATHING OF ALL THE EXTERIOR WALL5.5UCH FELT OR MATERIAL 5HALL BE APPLIED HORIZONTALLY, WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LE55 THAN 2 INCHES (51 mm). WHERE FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE 00I STEPS JOINTS OCCUR, FELT 5HALL BE LAPPED NOT LE55 THAN 6 INCHE5 (152 mm). THE FELT OR OTHER APPROVED MATERIAL 5HALL BE CONTINUOU5 TO THE TOP OF WALL5 AND TERMINATED AT PENETRATIONS + TIN WATER SHEDDING FASHION, OIN5TALL HEAD FLASHING AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL STEPS SECTION "A": STARTING AT THE BASE OF THE ENVELOPE A5 DESCRIBED IN SECTION 8703.1. THROUGH WINDOW JAMB WALL & WORKING TOWARDS THE © INSTALL DOOR UNIT AS PER T IN WATER SHEDDING FASHION, STARTING TOP, INSTALL THE WRB TO THE MANUFACTURER'S INSTRUCTIONS 8703.8 FLASHING. A7 THE BASE OF THE WALL &WORKING v FACE OF THE SHEATHING. O HEAD/JAMB FLASH INC TOWARDS THE TOP, INSTALL THE WRB TO }U (1) INSTALL RIDGED HEAD FLA51-ING APPLY CONT SEAL TO THE THE FACE OF THE SHEATHING. SEALANT BEAD BEHIND 43 OINSTALL SILL FLASHING MOUNTING FLANGES AT THE APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER TO OO ®APPLY SEALANT TO RIDGID HEAD TOP (HEAD) AND SIDES PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING OAPPLY SILL FLASHING (4" OR 6") MOUNTING FLANGE Ll �N C� OINSTALL SILL PAN FLASHING STRUC Q (JAMBS) OF DOOR. EXTEND STRUCTURAL FRAMING COMPONENTS. SELF-ADHERED MEMBRANES USED A5 FLASHING 5HALL COMPLY APPLY BEAD OF SEALANT AT BACK OF ®INSTALL JAMB FLASHING SEALANT AT JAMB5 8 1/2" WITH AAMA 711. ALL EXTERIOR FENE5TRATION PRODUCTS SHALL BE 5EALED AT THE JUNCTURE WITH THE (3)APPLY FLANGE TO HEAD &BOTH JAMBS. ABOVE THE R.O. AT HEAD. BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR A5TM C 920 CLASS 25 GRADE N5 OR APPLY A DISCONTINUOUS BEAD TO BOTTOM SEAL THE WINDOW FRAME TO OPENING. EMBED JAMB FLASHING ® RIGID HEAD FLASHING GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, A5TM C 1281, AAMA 812, OR OTHER FLANGE LEAVING INTO SEALANT AND FASTEN -- APPROVED STANDARD A5 APPROPRIATE FOR THE TYPE OF SEALANT. THE FLA5HING SHALL EXTEND TO THE (2) 2" GAPS. APPLY A 3/8" NOM. DIA. TO THE BACK5IDE - � - -i �.\ IN PLACE (FLASHING GOES / `� (INTERIOR) OF THE WINDOW FLANGE, IN-LINE / OVER SEALANT). / �\ 5URFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION-RESISTANT FLA5HING5 5HALL BE ®SET WINDOW U51NG PAN HEAD SCREWS TO WITH ANY PRE-PUNCHED HOLES OR 5LOT5. �- �� i 1 IN5TALLED AT ALL OF THE FOLLOWING LOCATIONS: FACILITATE INSPECTION. c C / / I o FLA5HIN Z � I / i 1. EXTERIOR WINDOWS AND DOORS OPENING6. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS OAPPLYJAMB FLASHING 50 JAMB FLASHING a-- " I / i SEALANT BEAD BETWEEN FLASHING O W 5HALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RE515TIVE BARRIER APPLY CON'T SEAL TO THE MOUNTING AND MOUNTING FLANGE CL' O / 1 FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE ©APPLY BEAD OF SEALANT AT HEAD. AND AT THE TOP (HEAD) AND SIDES �- (D i / IN5TALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: (JAMB5) OF WINDOW. EMBED JAMB `\ O) / 1 1 OAPPLY HEAD FLASHING. FLASHING INTO SEALANT AND FASTEN IN ® \ L0 / / 1 PLACE (FLASHING GOES OVER SEALANT). r 1 Z N M / ��/ \ 1.1. THE FENE5TRATION MANUFACTURER'5 IN5TALLATION AND FLASHING IN5TRUCTION5, OR FOR ®REMOVE PREVIOUSLY APPLIED TAPE, / N / SEALANT j 2" /�� APPLICATIONS NOT ADDRE55ED IN THE FENE5TRATION MANUFACTURER'5 INSTRUCTION5, IN ALLOWING WRB TO LAY FLAT OVER HEAD / LLI O M C ACCORDANCE WITH THE FLASHING MANUFACTURER'S IN5TRUCTION6. WHERE FLASHING FLASHING. APPLY NEW SHEATHING TAPE % / a J N O INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OVER DIAGONAL CUT -SEE DIAGRAM. / O LL N Lo E OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING 5HALL BE SEALED OR SLOPED IN SUCH J � � C4 Q A MANNER A5 TO DIRECT WATER TO THE 5URFACE OF THE EXTERIOR WALL FIN15H OR TO THE WATER �� \ / SECURE WRB AT HEAD LJJ Z N N O ti / RE515TIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENING5 U51NG PAN FLASHING 5HALL AL50 \ O (7 HEAD FLASHING INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND 5IDE5. - o<(QO �� �\ / W = m O o / EMBED BOTTOM OF THE / ,,. Q O ^ ) O FLASHING AT HEAD EXTENDS 00 � � p HEAD FLASHING AGAINST 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN / / ® 1" BEYOND JAMB FLASHING. -t N J THE PREVIOUSLY APPLIED PROFESSIONAL. , ® I 1 r. O O U O-- mol- m� rn rn SEALANT (FLASHING GOES t / �7 HEAD FLASHING -" OVER SEALANT). EXTEND 1.3. IN ACCORDANCE WITH WITH OTHER APPROVED METHODS. ' 1 _ i HEAD FLASHING BEYOND / r EMBED BOTTOM OF THE HEAD ® JAMB FLASHING EACH JAMB FLA5HING. / / ` �� FLASHING AGAINST THE PREVIOUSLY .' `� FASTEN IN PLACE. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, OR FMA/AAMA/WDMA 300. / / APPLIED SEALANT (FLASHING GOES IL CUT TWO 5TRIP5 OF FLASHIN _ _ / LONG ENOUGH TO EXTEND WITHIN � SEALANT ► / OVER SEALANT), EXTEND HEAD 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MA50NRY CONSTRUCTION WITH FRAME OR STUCCO / / 1 / 1/2" OF THE BOTTOM OF THE SILL // WALL5, WITH PROJECTING LIP5 ON BOTH SIDE5 UNDER STUCCO COPINGS. / / 1;: i Q FLASHING BEYOND EACH JAMB FLASHING AND 2 i/2' BELOW THE / �\ 1 / FLASHING. FASTEN IN PLACE. O TOP OF THE HEAD FLASHING. _ __ _ - 0 REMOVE THE RELEASE PAPER AND / `y'' 3. UNDER AND AT THE ENDS OF MA50NRY, WOOD OR METAL COPING5 AND 51LL5. i O ALIGN THE FLASHING FLUSH AGAINST THE ROUGH OPENING OF // SEALANT `� 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. V THE DOOR. FOLLOW THIS SAME PROCEDURE FOR THE OTHER SIDE / / \ A� OF THE DOOR. /// / \ 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF \ � '� / \\\ WOOD-FRAME CONSTRUCTION. / \ Z 6. AT WALL AND ROOF INTER6ECTION5. O JAMB FLA5HING W SHIM AND ADJUST DOOR UNIT TO ACHIEVE 11 \\ 7. AT BUILT-IN GUTTERS. EXTEND JAMB FLASHING TO ' SQUARE, PLUMB AND LEVEL CONDITION. \ OVERLAP SILL FLASHING. TUCK O /35° 9 USE CORROSION PE515TANT FASTENERS. \\ \ TOP OF JAMB FLASHING UNDER v/� �� / 1 FASTEN DOORS PER DOOR \ \ THE FLAP OF WRB AT THE HEAD. / 5EALANT U MANUFACTURER SPECIFICATIONS. \ ; SEE INSET DIAGRAM. // �I! // `�\ Lu 1/ g LIN(D WEATHER RESISTANT BARRIER (NRB) \ i —`\ /// �►li1„ ; 3 �`\\ W AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A 1 �' SILL FLASHING O \ I / DIAGONAL, GENTLY PA15E THE J'OP EDGE OF THE BARRIER UP I / AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR / / T 1 SHIM AND ADJUST WINDOW TO ACHIEVE ' \ WRB SURFACE ABOVE. `\ i /' I SQUARE, PLUMB AND LEVEL CONDITION. 1 \ INTERIOR VIEW �� / /135, 911 USE COFP0510N RESISTANT FASTENERS. 1 \� TOP LEFT CORNER OF WINDOW`S /' / 1 FASTEN WINDOWS PER WINDOW \ U MANUFACTURER SPECIFICATIONS. \\ \ F LIN T WEATHER RESISTANT BARRIER (NRB) \`\\ v u o Lu w % AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A (� w nz DOOR Fl-ASH INS INSTAL-L. TION =7ETAI LS 1 DIAGONAL. GENTLY FAI5E THE TOP EDGE OF THE BARRIER UP 1 J �'I Z z I �/ AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR `\ 1 d J NT5 / WRB SURFACE ABOVE. \ / INTERIOR VIEW`. / o " °' r' / jr— '� ° Z<� TOP LEFT CORNER OF WINDOW `� /O Q p o ;r , ' , - '''ii INSTALL 6' WIDE ii \ `� � ' � O Z APPROVED ' iirr/, /iiifirj; rf rr r rr rr /r „jj rj jjrj i /r /ii/ i/ rr/ rrifir ii%r ,r SELF ADHERING iijjrj r HOU5EWRAP OVER rrirrrirriirii rrr rrr rrr/rr ri rrrjirr,r iirr/,i it rr ,r ,ri rrr ,rr, rrirr, r�rr��rr�iirj/ir r ii/irri�,rirr MEMBRANE FLASHING /"rri�r'i%/ O SHEATHING OVER ii jiii/ iiifiiiiir rrrrrr,rrr,r/ it r rr rr rr, rr/„rr rrr rr; /fiiirr;rr„ N Q� O < m 'iiriiii�i%iiNr'iir��r, i%�irr�irr/�rrrir rr„rrr„ri,r / rrir/,i/r/rr WOOD STUD WALL /„r„/r„rr,rr,rr,r rr,rr rrr r ✓rilirril r r r,rr rr it rrrrrrrr irrifirii' 1 fi%, OVERLAPPING DOOR jirirr /i//Tri, z N Z w r'iiiiiir!iiir jiiN' 'j i/iiiiiii// r'r„rr�,rr/irr�rrr�r/ri rririi�rr i rrr„rr, !� ¢ o°�[ r rr ri r„rr„rrj rr„rrfrrr, r„rrfrrr ri/rrrrrrrr , FRAME BY 1” r/r rr N u Q NOTES: NOTES rr rr r r ! rjr' i ,jij ji� „rfrr, riirrir/f rr„r/rrr„ rrir„rr //jrr ,1 fi/ r /ri//ir'/, ' '/rf/ri � � o LINE OF DOOR yr / v /j r, '/Tri ,i„rjir] Y /ii”/irrjr riiij/lifiii% 'iriiir'iir %i%jji r rjirrfii r iffffiii ii%�fifrr C�lw � O z o ow[ OPENINGOFLASHING TO BE FLEXIBLE 5ELF-ADHE5IVE TYPE (MIN. 4” WIDE). `� yj p�j Z o v — r„rr/ rr fr rGr/ /ir ri rrr irrrii r r/ it ,rrr rrr rr rrrirrr i rr rrr ri 4' it 'irrirrri r” „r „rr^, , ii if, ,rffrrrjir„ rfiirrir'i / r 1 � OCOVER SILL TO AT LEAST DEPTH OF WINDOW, PLUS 2” i-� � � •> � C9 w ; CUT HOUSEWRAP ' ' jijijrii i'iiiiijii' i yii�'iir jjii i'iiiiii iiii;fjf iiriiirj jr'i . 'i/ ri rrj v !/ rr j Gf, FOLD rr rr ✓ r rrr rir rrirr rrrirr rr/i fir rr„rrr rrr „i/ ir/ f(„ SiIL PAN FLASHING _ FO HOUS WRAP ,, , jjjj INSTALL DOOR PLUMB, ,, ,, iiijrirjjr INSTALL 6” WIDE �' �' ' %jjjj �i%jiii r; ONTO FADE OF WRB. w Z N rrrjr N ,iNrrj 'rrj,rrj,rrj rrjrrjrri rrrj,rij rrj rr EXTEND SELF-ADHERING , .,rrjj ilvi)�i O w � p IN AND ARO ND rrr rrr r/ r/ LEVEL &SQUARE PER rr,rr ,rr rrr rrr ,r ri r r rrr OTHE PAN SHALL DIRECT WATER TO THE EXTERIOR � � � -y N .+�_-� � � z rrrirr i iirr jr ii rrr ri Tri it SELF-ADHERING rrj/rj' ,�r, MEMBRA NE FLASHING iirr Tri ,ii/,/iuj JAMB5 ijrrjiirj rjj rlji MANUFACTURER'S iiiiri ii/ 'ji i�'i ” i'ri "i', r'rr'rr "r ' -�:.0 4, s SLOPED SURFACE OVER SILL FLA5HING. V J o w ,rrj,rjfirf,,i,rr „rirjrr ,rrirr MEMBRANE FLASHING rrrirr r rrr, r rr V ,rr,r _ r r r r r r OL �Q rr rrr„rrr +ii ,r rir rr,r rrr r 7 j ✓rj, r jirriririlr jji/ilirij 1” MIN. BEYOND JAMB riirrrr ,r„r WRITTEN INSTRUCTIONS rr rrr rrr r rrr rr OVERLAPPING DOOR rr r/r rrr ,r rr ,rrirr rrrirr :.' OPTIONAL ri r//Tri/, iii r rrCjri /rrrirr r,rj rrr rirriirr r rriririji rrjjrrjjr rrjj/r FLASHING, •,'a. ( ) - - --_ FRAME BY 1” rjrrrjrrr /irrjri rirrrjrr j,rrjr ®INSTALL FLASHING AROUND REMAINING WINDOW UNIT. <' J < N irjrr/rrjj jr iri�,jrr ,j ,j .V rf .✓ , r, ii i ri jrr,/ir rr rr /, r,ir rr ,r .,y •_. S N w �t w i rr rr ri r iF rr rr ri r r rr rr i rr r/ rrr ,rrrr,rr, rrrjrr rjir/iirr jjirjj `” `�"• "^ u = j/jiirjjrrj ri !rrir rrrj rjjrriirrj r rrj rr rir/ rr rr rr ,i rr r rr 1 r/ rrr,/iirr rrr ii,rj rrrjr iirrrirrrN r !i~rir r/jjr'iiiiji� rjr/r!iri '%iiijjrr � !ijjj�i jjr��jii�i jj�jj� � � Q ou[ w tD r ,r ,r , I rrr�i/ r rr rr r r rrr ,r r r ,r `���y.,;'�,; (WEATHER RESISTIVE BARRIER (WRB) TO FORM WATER � � O (B (�j � _ - /i//,ij�rrj rr /i'r rr rr rjjrijjrjifi , jjirjj yrr„r rr rrr,,ir rr r r rr r/iii/ /i rijrr,�iir/i/r iii/i/,✓ y,/N/� rjiijiiji iiiij�:jj rjir/i/j� �j%ii ,r�jjiiiji i �;i�;; SILL PLATE SHEDDING LAPS. r W ~ J w ;ii ijjii rrrjr r rrfrrr rir irrrjii ' ir'"r!' !ii jj�ri/! - oG Z S Q r r/rjjjrr rr�'rrr rr ir�,,r r ,rr r rr W U� r,j� ;G,,irirrrr SET THRESHOLD IN rirr�,,r /rrir, rr/rr/ _ iii SEE BUILDER FOR rjjijj J o[ w BED OF SEALANT OU ---- O \— Z DOOR FINISH/TRIM (OPTIONAL) LL 1_ W APPLY SEALANT AT rj, rjrjjj DETAILS r/jjjj SEE NOTE k2 u N < ow 6 CORNERS & FRONT r '' SILL PAN F LAS I 'INS ~ N _ - WEATHER RESISTIVE NT5 w EDGE OF THRESHOLD BARRIER (WRB) O N o N STEP 1 STEP 2 STEP 5 STEP 4 57EP 5lz WALL SHEATHING PIKE PA1zED BY: N Lu > w o 67 W zoo 60AF FIRST COAST CHAPTER 09-17-2013 O z o m u ON�o=Z WINDOW PUSHING INSTALLA71ON Z7F_7AILS "B-�" W0017 FRAME CONSTRUCTION N � o mon NT5 CODE COMPLIANT WINDOW INSTALLATION METHOD (FBC-8703.8) uj <' WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION w Lu« FLA5HING APPLIED BEHIND THE MOUNTING FLANGE uj=o woW STEPS SECTION "A": THROUGH WINDOW JAMB TIN WATER SHEDDING FASHION, STARTING AT rrr riiiiiirii TEMPORARIL riririr INSTALL WINDOW rir„i , THE BASE OF THE WALL &WORKING TOWARDS FOLD-UP & PLUMB, LEVEL & THE TOP, INSTALL THE WRB TO THE FADE OF iii jjii jji jiji jjjj fj��,j; „i rr r rr rr r rr ,r rr rr ,rr , r�,rr ,rrr ,rr ,rr r ,r/ rrr rrr SECURE firj ijjrrijjr r it%jji, rjirriirrjdrj,rr ,r ,r rr ,rr ,r r ,rr ,rr rr ,rr rr rr rj „ „rr„r/ rrr,rr/,rr r rr rr rrr rrr rrir SQUARE PER ;;;jj;,rijr;;irjjrir THE SHEATHING. „/ „rrrrrrr, rjr„r, rrijrNj,rrjdij,rriirr r ,rr rrr rrr rrr ri HOU5EWRAP OR /jijjrrjjr it ; /rjiiii/ r jrrjjrrjjrrjjrr rjjijjrr rjjiiijijjjiiiir ' ijjjjrr MANUFACTURER'S ijjirjjir ijrjjirjjjrjir r ri„rj,rr„rr ( r,r rr ,rr i, r r rr ,r ,rr ,rr r r r r r SEALANT BEAD BETWEEN r rj,rrjrrjrrjr 'jrrri WRITTEN jjijiiijjiiijj' ''ii%rj�,r CUT HOU$EWRAP „ , , , i,r/,rrj,rjjrrj,r TUCK FLAP ,rjrrjrrrj,r „ ,rrr rrj,r, rj rrr,;,r rr rirrj„r rj„ri„rj,rr rj,rjirr, ,rrfrrr rr/,r rrrrrjrrr, OAPPLY SILL FLASHING (4” OR 6") MOUNTING FLANGE xijjrr jiri'jrr, r//iirrjii/,!r�iir r /ir/rjrrjirrjj �!1 !rrjj�ri rir/ji„ii,,ir ,,r„ rr rrr ,rte r rr ,rrr , r rrr ,rr , rr rr rr AT 45 DEG ANGLE rr,iirr,rr „r,rr„r rrr UNDER) AT AD .,rr„r,rr, ,r,rr„r rrrrrrr rijr ijjrrjrr jirjrrrjrrri r r, rjrrr INSTRUCTIONS /r/rrrirr rrjrjjirri AND FLA5HING F— (� �- rjr/rirrjirrjr ii - //rill/rir/jir/jir r r'irj,rrj,ri,!ir , y� rr,rjriiir rrj,rr/rrr„rrr rrr rrir xirrjrrjjrr > r„jij it/jj/jjr�ijrr !rjr/ /jir'ji,:ij:r'jrrriir rr/,r//irrjii/ rr rr rr rrr rr r� ir/ rr / rr iii ,r rr l's rr„r jrr APPLY JAMB FLASHING W � I� W N rrirr rrrirrrrf/rr it rrir r rig ,rrriirirrrrrr r rrrrrrrr rrrjrriirr ri/ ' rrirj,rrj rjrj,rrijrrj/ jjirjjri rr/,,rrj,r rrr rr/, ®APPLY BEAD OF SEALANT AROUND THE TOP r ,r rr rr r rr ,rjrrjj Trjj r/jrrj,rijrr/ rrijrrjjr ALIGN FLASHING jjrjjjrjjjrjjr riijijjji jjjjjjijjjjrj, iifiirjji jjjjjiijr ,jiiij MODIFIED "I° CUT r r rr r it , ,r i ,r ,r r /r ,r , r rr „r,rr rrr, r rr rrr r rr rr rrr„ rrr rrr & 2 SIDES OF THE BACK SIDE AT BACK SIDE F- CO 0 rrrj jir /r jir r �j% rrrjr rrr ,rr ,r rrr rr/ rr rr ,r rr ,rr r r� ri rr r r ,rr ,rr rrr ,rrr r/r,,r ,rr ,rijr ,rr, r,i yi rrr r/jir/ji/jjj/j //ijrrjj W/ INT. EDGE OF rilir/jirrjrr/i. irjrirj,i rrirrjjrrjjr rjj,rjjj rrj rr rr r IN HOUSEWRAP ,,r„rr„rr,r rr„rr, rjir„ rj,rr rrr/,rr„rr, ,i„rr„r ,,rjrrijrrrjrr /rrir„r jjrrijrjjjr/ji 'rrjirrij rjj/jijjjjjjj rijjjj ir' (INTERIOR 5URFACE) OF WINDOW jjjrjjirijjrj APPLY NOM. iriirjjjrj MOUNTING FLANGE. ,rr„rr„rrr „ r rrir, j r„r„rr jir rir r rr W U CONT BEAD OF 'ijii!ir!iijiiiir' jiliji%i 'ijiijji%jjj'j%j rr,rr,r rrr ,r r,r rr rr, rr,r r r r r WRB W r / / , ,,,,, „ri„i,,r,,rj, ijrrjrr/„rj,,, i MECHANICALLY jar/ ij�rjj, jjijiiij SEALANT AT jijjiiij%jjrr' jjijijjj 'ji/jjirjiiri jjrr/jj OAPPLYDI5CONTIN0005DEADOFSEALANTTO = J LINE OF WINDOW r ri ijjijr rjjirjj�rlirirr/ri /'jj rir rjrir rr jrr/j /rirrirrr,rr rir//r,rrfir,r, r rrr r G,ii,rr, r„rr„rj,rrjr rrfrrr FASTEN FANNED jjrjririjj/jji ijjiji JAMBS &HEAD rjjj jjjj/jjj rjiijjjr jjjjjjjjjijjj /jjifjj OPENING ii//i'ji/rjr/jr jirrjjr ,/jirrjfiijjrir FOLD /irrjr/r ,rr rrr rrr ,r rr rr ,rr,rrrr/,r r rrrrrri rrrirrririr r rr/ rrr BOTTOM FLANGE, LEAVING (2) 2” GAPS. _FLASHING Q ,rr/,rrjirj rrijrr rj,rrj, r,rjrrj rrj,rjjrr r irjjrrjj EDGE (CAP NAILS. rijjrjjijjjjjrr jjj'jj or "'r” ”' iirr / rrjirrjii rj rr'/rr i ri„rjrrri„r rr rj j 'i r'i'r ' i rr rrr ,r r/ rrr rr r rrj ,rr ,r rr it ”' ' ii' it rr ii jrr i Q- ,rrj„r HOUSEWRAP IN rjj jji j rr ;rrj; ii STAPLES IF rr Tri„ji, ,rr/rrr„ irjii rrirr r r„i„ ,r ,rr ,rr r rir rr rr,rr,rrrrr/i rrrirr rr,,irrjr/,r rrr,rrrr„r ,rr/,rrr ) ,rrir/,rrj, ,rr,rr„ APPLY TO BACK rj,/rj/rrjjr i/jrr rrr jjrrjjrrjjir rrjj]/jr ©IM MEDIATELY INSTALL WINDOW `� Q AT JAMB5 & TILL rr/,rjjrrirrj, ,rr„rr, rr rr r r rrrrj,r r rr,rr r rrrirr/ rrrrirrri/r' r'r” r \ r,,riyif,ir rr'°if✓ iirr rrS/rrirr/i/ /irr,r/„rr,, ,-. rrj,rrj,r REQUIRED BY ,. xjrr/,rrr OF WINDOW /jjrjjrjjjjj, /j,!ijjjj/ jjirijjrjji r'i'/jjjr ®APPLY A 3/8” NOM. DIA. BEAD OF SEALANT O \ /r , ' / /r ,r rr r rr r / rrr rr r/ rr r,/ ,rrr W r r/i rrrj fJ r rrfrrr/„jj„ rr„jiii„ii„r, ,,ii/rjjrr rrrjrrr, rrr ,r rr rr,r ii rr r rr rr ,r rrr, rr rrr r TO THE BACKSIDE INTERIOR OF THE 1 N FLASHING rr„rjrij,. ;jijjiiij, NAILING FLANGE '!rjjiriji'r ijiiifjrri 'ijjjrjjjr;, jjjrjjj/ OAPPLY BEAD OF SEALANT ACROSS THE FADE (INTERIOR) MANUFACTURER 'irjijjijij, rjjjjijijir rri�%j,. rjii 'i� r��r��,, I �i%�i%� OF THE MOUNTING FLANGE AT HEAD. MOUNTING FLANGE AROUND THE ENTIRE Z m r ,rr,,/i ri r ,ri rrr ri r it ,r ii rr rrr ,rr „ ,rr ,r rrr ,rr / I N yr rrr/,rr yr yr„ri, ij rrrjrjij/,jjjijj,r„jjjjjijjj rrjj] ij, IN LINE W/ rriiiiiijjjjj r rjjrrjjrj, j rjjrrjjrrr PERIMETER. PLACE BEAD IN LINE WITH ANY U APPROVED HOUSEWRAP , „jji rjjiiiir'ijiiiiirjiiiirijr r ijiiijiijrr ' ” fy PRE-PUNCHED rjjjjjrj,r irj,rjjir ,r rrir iii rrr r ,rr ,i r OVER SHEATHING OVER '/jjj'ji/rjr/ii/rjiriji /'jrjjrjjrrijrrrjrr/ir INSTALL 9” WIDE ijrrjrr/j rjr rr rrrjr ®APPLY HEAD FLASHING. PRE-PUNCHED HOLES OR SLOTS. /irrr„r ,r r,rr ri,rrr,r�r ,r ri r ri• ,r HOLES OR SLOTS. rr,ir,rr ,rrir rr r r rr rr rrir rr rrjijjrrjirrj,!rj SLOPE SILL R 0. ' ijiijjiijiiijr!i%' SELF-ADHERING FLEXIBLE 'iij;i/;jiTl�,ri iiiijjiijrjjirjjiriiir 'lijijjiijr iiiirjjirii / r rr rr, lir ,r rr rrr rr ri WOOD STUD WALL /jrjj TO EXTERIOR j!%iiiiji'' MEMBRANE FLASHING AT SILL ' rr rir'!i /'r/ilii rrir i"' "i/"j"'/"'i'/ r r rr ,rrr ,r rr y, „ ,,r ,rrr rr ,rr rr ,rrr y I / �' z iirrirrri rrijiiiriiii r'iii OREMOVE PREVIOUSLY APPLIED TAPE, O rr i j i „irjii ALLOWING WRB TO LAY FLAT OVER HEAD r' SECURE WRB AT HEAD Q EXTEND FLASHING UP JAMB5 r ri /'rjj' FLASHING. APPLY NEW SHEATHING TAPE STEP 1 STEP 2 6 (TMP) STEP 3 STEP 4 OVER DIAGONAL CUT -SEE DIAGRAM. r o� 6 ,' / / Q STEP 5 FLASHING AT HEAD EXTENDS m V BEYOND JAMB FLASHING. W ® HEAD FLASHING w APPLY A CONT SEAL ALONG MOUNTING � ■ FLANGE AT THE HEAD. FLASHING GOES F Q OVER MOUNTING FLANGE. EMBED L.L BOTTOM OF HEAD FLASHING AGAINST '� � 5EALANT (FLA5HING GOES OVER i INSTALL 6" W DE SEALANT).EXTEND HEAD FLASHING rjrrijrijrrrj r//rir ,r ii i r ,rr, i„rr,,r,...... r rr rr BEYOND EACH JAMB FLA5HING. 5ELF-ADHERI G /ij//i iijriii�r,r jji/j'jrrjr'i r - rrr r rr rrr ii rrr rrrj/iirr r FASTEN IN PLACE. / M MEMBRANE FOLD HOUSEWRAP r r / j , "/ rir ,ii ,rrr rrr , 1 rrr ,r ,ri ,rrr ri rr r iii ,rr r/ ,rr rrr i �'� ,iirr ,ri ri / ryr , yii,,rr , „i / rr rir DOWN &TAPE FLASHING 0 ER NAILING FLA IGE 'iiiiiii%ir i'%jji%j, r DIAGONAL CUT & jijjjjjjijj i' j%jiijjirr AT HEAD rjjj rjj ij ''ijjiljji, ACROSS HEAD OF jiii'i'i i'ir"ii"ii"i ' 1 rr ri ri r s „rj,j its ijjjjj„ ,!jjjjjijjij ''iiii;;j%jjiii SEAL WINDOW FRAME TO INSIDE OF �A„ AFTER INSTALLATIO l> I r rj ,r r WINDOW rr r r r / © 1 ICE E V O M ,rr„rr ,N rr„rrir rjjrjfirjj j, f�i�s 's ijiijjirjr i! //'j"'i"'""' w /jjrrjjirjji /ilrr�ji �j ,rrrrir r rrr,rr, rr rrr rr rr rrr,rr,rir R.O. W/ SEALANT AT SILL AND � / ,rr rrr it ,j j rrj r rrj,,rj, ,, 'r, �3 JAMB FLASHING i �'�. SEAL ALL CORNERS OF O W INSTALL 6" WIDE i r %rjr ii i i j jj ij' j jjjijjrjjjij ririjrjirri MIN. CK A BOTH JAMB5 TO FORM / �� i \� "A" MECHANICALLY JOINED FRAMES TO � U) i i //iirr /r rir , r ii r r i j EXTEND JAMB FLASHING TO / SELF-ADHERING ijjijjj ij, i /(,, ABACK DAM. SEAL BALANCE OF i , ,rr i, i,r/ rr ri, ri ir ♦ SEAL FRAME SEAM JUNCTURE. M MEMBRANE jjjjjjrjjj,! ii ji jjrijjjjijjj% jj jj FRAME W/ 5EALANT OR OVERLAP SILL FLA5HING. / i rrr ,,r ,rrr jjrr ,�;r,; jji rrr ri ii rrr NON-EXPANDING FOAM (PROVIDE EXTEND JAMB FLASHING FLASHING OVER iifriiiiiiii rrfrrr, EXTEND r , r j rrrj„rrr rrjrrri / \` / , I FLANGE iiijiijiiiji iiijiij SELF-ADHERI G rr!irrirr /1 81/2” 220MM ABOVE ROUGH v NAILING iii%iijjijji j/jiijjiijjj j jjjjijr'jjiii \ j%jrjj BACKER ROD WHERE REQUIRED ( ) �— O AT JAMBS i,ir,r%rrr rrrjr MEMBRANE r/rrrrrrrr riyjlt�: r/,r//jriirr ' ) OPENING AT HEAD. APPLY TA PE //� r ,j jjii ji iii jiii jjr ii r'irj /jij FLASHING 1" MIN. ;,,jjrrjjrr r/rrrj jjjjj,!rrjji r"iii AT CORNERS TO TEMPORARILY "J BEYOND JAMB 'ii // SEALANT FLASHING iiirjirri%riy rrrrrrj rrrirri! rrrirr 3 HOLD FLASHING L PLACE UNTIL WPB 15 APPLIED. \ „,,r ,ri rrjrr, / NOTES: -�—� / / ® \ t \ EXTEND MEMBRANE ""i jij %i j jij 'i!iiifii rijr r \ „ ,, ,,r WINDOW INSTALLATION AND FLASHING DETAILS SILL FLASHING I \ FLASHING 1" MIN. 'ljjjjjjjjr iiiiir'iji i'ijji%jiii 'j%jiiij ''jjij�jj'ir ijiiijjjr / \ . it„i,iii ii rrfrrr 'iriij /% iji'jji/ i„iifij, r „riiij, ARE CONSISTENT WITH ASTM 2112 METHOD I 1 / T SHIM AND ADJUST WINDOW TO ACHIEVE \\ BELOW SILL FLEXIBLE iiijiiijjji jiiijiiiii ''jjjj/jiji r jrjj/ji%j i'i ijiiijj j� jijijj FLASHING lijijjjrijjji%rjj 'jjjr/jjrr rijjii i'ri /rij,i'ij EXCEPT SELF-ADHERING MEMBRANE FLASHING /r 1 5H EET r/jjjjirjjjr'jrijijjj "jijijjjirjijjiiijjj SELF-ADHERING ARE USED. SQUARE, PLUMB AND LEVEL CONDITION. \ I 1 //135° 9 j FASTEN WINDUSE OWS PE1STANT R WINDOWSTENERS. \ \� rjijjrrjjrr rjrrijrrij/rrr FLEXIBLE FLASHING � 2 IT 15 THE INSTALLATION CONTRACTORS / I \ _ \ AT SILL, FLUSH TO RESPONSIBILITY TO VERIFY THE COMPATIBILITY / U / MANUFACTURER SPECIFICATIONS. \ \` r INTERIOR FRAMING OF ALL PRODUCTS INCLUDING HOUSEWRAP, / 9' LIN \ SEALANTS & SELF-ADHERING FLASHING WEATHER RESISTANT BARRIER (WRB) `� 1 STEP 6 STEP '1 STEP 8 STEP q MATERIALS USED DURING CONSTRUCTION. i AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A / DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP \\ (INTERIOR VIEW) 3 INSTALL ALL MATERIALS PER MANUFACTURER'S �' AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR \\ WRITTEN SPECIFICATIONS. ` / WRB SURFACE ABOVE. \ / WARNING: 5EALANT5/FLA5HINGMAY REACT \ �/ INTERIOR VIEW ADVERSELY IF NOT COMPATIBLE. i'� TOP LEFT CORNER OF WINDOW `� ,r 8311.7 STAIRWAYS. R311.7.1 WIDTH. Stairways shall be not less than 36 in. (914 mm) in clear width at all points above the permitted handrail height and below the rcqL red headroom height. Handrails shall not project more than 41/2 in. (114 mm) on either side of the stairway and the clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 311/2 in. (787 mm) where a handrail is Installed on one side and 27 in. ((o-98 mm) where handrails are provided on both sides. EXCEPTION: The width of spiral stairways shall be in accordance with SECTION 8311.7.10.1. 8311.7.2 HEADROOM. The headroom in stairways shall be not less than 6 ft 8 in. (2032 mm) measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. EXCEPTIONS: 1. Where the nosings of treads at the side of a flight extend under the edge of a floor opening through which the stair passes, the floor opening shall be allowed to project horizontally into the required headroom not more than 4 3/4 in. (121 mm). 2. The headroom for spiral stairways shall be in accordance with Section 8311.7.10.1. R311.7.3 VERTICAL RISE. A flight of stairs shall not have a vertical rise larger than 147 in. (3734 mm) between floor levels or landings. 8311.7.4 WALKLINE. The walkline across winder treads shall be concentric to the curved direction of travel through the turn and located 12 in. (305 mm from the side where the winders are narrower. The 12 -in. (305 mm) dimension shall be measured from the widest point of the clear stair width at the walking surface of the winder. If winders are adjacent within the flight, the point of the widest clear stair width o the adjacent winders shall be used. 8311.7.5 STAIR TREADS AND RISERS. 5tair treads and risers shall meet the requirements of this section. For the purposes of this section, dimensions and dimensioned surfaces shall be exclusive of carpets, rugs or runners. R311.7.5.1 RISERS. The riser height shall be not more than 7 3/4 in. (196 mm). The riser shall be measured vertically between leading edges of the adja ent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 in. (9.5 mm). Risers shz II be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted provided that the openings located more than 30 in. (762 mm), as measured vertically, to the f oor or grade below do not permit the passage of a 4 -Inch -diameter (102 mm) sphere. EXCEPTIONS: 1. The opening between adjacent treads is not limited on spiral stairways. 2. The riser height of spiral stairways shall be in accordance with Section R311.7.10.1. 8311.7.5.2 TREADS. The tread depth shall be not less than 10 in. (254 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any fl ght of stairs shall not exceed the smallest by more than 3/8 in. (9.5 mm). 8311.7.5.2.1 WINDER TREADS. Winder treads shall have a tread depth of not less than 10 in. (254 mm) measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 in. ( 52 mm) at any point within the clear width of the stair. Within any flight of stairs, the largest winder tread depth at the walkline shall iot exceed the smallest winder tread by more than 3/8 in. (9.5 mm). Consistently shaped winders at the walkline shall be. allowed withit the same flight of stairs as rectangular treads and do not have to be within 3/8 in. (9.5 mm) of the rectangular tread depth. EXCEPTION: The tread depth at spiral stairways shall be in accordance with Section 8311.7.10.1. 8311.7.5.3 NOSINGS. The radius of curvature at the nosing shall be not greater than 9/16 in. (14 mm). A nosing projection not less than 3/4 in. (19 mm)Pnd not more than 11/4 in. (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed th smallest nosing projection by more than 3/8 in. (9.5 mm) between two stories, including the nosing at the level of floors and landir Beveling of nosing5 shall not exceed 1/2 in. (12.7 mm). EXCEPTION: A nosing projection Is not required where the tread depth is not less than 11 in. (279 mm). 8311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. Plastic composite exterior stair treads shall comply with the provisions of this section and Section 8507.3. 8311.7.6 LANDINGS FOR STAIRWAYS. There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the direction of travel shall be less than the width of the flight served. Landings of shapes other than square or rectangular shall be permitted provided that the depth at the walk line and the total area is not less than that of a quarter circle with a radius equal to the required landing width. Where the stairway has a straight run, the depth in the direction of travel shall be not less than 36 in. (914 mm). EXCEPTIONS: 1. A floor or landing is not required at the top of an interior flight of stairs, including stairs in an enclosed garage, provided that a door does not swing over the stairs. 2. See Section 8311.3 for exterior doors where a step down is provided. 8311.7.7 STAIRWAY WALKING SURFACE. The walking surface of treads and landings of stairways shall be sloped not steeper than one unit vertical in 48 in. horizontal (2 -percent slope). 8311.7.8 HANDRAIL5. Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. 8311.7.8.1 HEIGHT. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not I than 34 in. (864 mm) and not more than 38 in. (965 mm). EXCEPTIONS: 1. The use of a volute, turnout or starting easing shall be allowed over the lowest tread. 2. Where handrail fittings or bendings are used to provide continuous transition between flights, transitions at winder treads, the transition from handrail to guard, or used at the start of a flight, the handrail height at the fittings or bendings shall be permitted to exceed 38 in. (956 mm). 8311:7.8.2 CONTINUITY. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety term( Handrails adjacent to a wall shall have a space of not less than 1112 in. (38 mm) between the wall and the handrails. EXCEPTIONS: 1. Handrails shall be permitted to be interrupted by a newel post at the turn. 2. The use of a volute, turnout, starting easing or starting newel shall be allowed over the lowest tread. 8311.7.8.3 GRIP -SIZE. Required handrails shall be of one of the following types or provide equivalent grasp -ability. 1. Type I. Handrails with a circular cross section shall have an outside diameter of not less than 11/4 in. (32 mm) and not greater than 2 in. (51 mm). If the handrail is not circular, it shall have a perimeter dimension of not less than 4 in. (102 mm) and not greater than 6 1/4 in. (160 mm) with a cross section of dimension of not more than 2 1/4 in. (57 mm). Edges shall have a radius of not less than 0.01 in. (0.25 mm). 2. Type 11. Handrails with a perimeter greater than 61/4 in. (160 mm) shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 in. (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of not less than 5/16 in. (8 mm) within 7/8 in. (22 mm) below the widest portion of the profile. This required depth shall continue for not less than 3/8 in. (10 mm) to a level that is not less than 1314 in. (45 mm) below the tallest portion of the profile. The width of the handrail above the recess shall be not less than 11/4 in. (32 mm) and not more than 2 3/4 in. (70 mm). Edges shall have a radius of not less than 0.01 in. (0.25 mm). Is. ss R 915. R311.7.8.4 EXTERIOR PLASTIC COMPOSITE HANDRAILS. Plastic composite exterior handrails shall comply with the requirements of Section 8507.3. 8311.7.9 ILLUMINATION. Stairways shall be provided with illumination in accordance with Section 8303.7. 8311.7.10.1 SPIRAL STAIRWAYS. Spiral stairways are permitted, provided that the clear width at and below the handrail is not less than 26 in. ( 60 mm) and the walkline radius is not greater than 241/2 in. (622 mm). Each tread shall have a depth of not less than 6 3/4 in. (171 mm) at the walkline. All treads shall be identical, and the rise shall be not more than 9 1/2 in. (241 mm). Headroom shall be not less than 6 ft 6 in. (1982 mm). R311.7.11 ALTERNATING TREAD DEVICES. Alternating tread devices shall not be used as an element of a means of egress. Alternating tread devices shallbe per provided that the required means of egress stairway or ramp serves the same space at each adjoining level or where a m are of egress is not required. The clear width at and below the handrails shall be not less than 20 in. (508 mm). R311.7.11.1 TREADS OF ALTERNATING TREAD DEVICES. Alternating tread devices shall have a tread depth of not less than 5 in. (127 mm), a projected tread depth of n it less than 8 1/2 In. (216 mm), a tread width of not less than 7 in. (178 mm) and a riser height of not more than 9 1/2 in. (241 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projections of adjacent treads. The riser height shall be measured vertically between the leading edges of adjacent treads. The riser height and tread depth provided shall result Ian angle of ascent from the horizontal of between 50 and 70 degrees (0.87 and 1.22 rad). The initial tread of the device shall begin at the same elevation as the platform, landing or floor surface. 8311.7.11.2 HANDRAILS OF ALTERING TREAD DEVICES. Handrails shall be provided on both sides of alternating tread devices and shall comply with Sections 8311.7.8.2 to 8311.7.8.4. Handrail height shall be uniform, not less than 30 in. (762 mm) and not more than 34 in. (864 mm). 8312.1 GUARDS. Guards shall be provided in accordance with Sections R312.1.1 through R312.1.4. R312.1.1 WHERE REQUIRED. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are locatd more than 30 in. (762 mm) measured vertically to the floor orerade below at any point within 24 in. (610 mm) horizontally to th i edge of the open side. Insect screening shall not be considered as a guard. 8312.1.2 HEIGHT. Required guards at open -sided walking surfaces, Including stairs, porches, balconies or landings, shall be not Ie1 3 than 36 in. (914 mm) in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of t e treads. EXCEPTIONS: 1. Guards on the open sides of stairs shall have a height not less than 34 in. (864 mm) measured verticall/ from a line connecting the leading edges of the treads. 2. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall b not less than 34 in. (864 mm) and not more than 38 in. (965 mm) as measured vertically from a line connecting the I ,ading edges of the treads. 8312.1.3 OPENING LIMITATIONS. Required guards shall not have openings from the walking surface to the required guard height that allow passa' e of a sphere 4 in. (102 mm) in diameter. EXCEPTIONS: 1. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, s'all not allow passage of a sphere 6 in. (153 mm) in diameter. 2. Guards on the open side of stairs shall not have openings that allow passage of a sphere 4 3/8 in. (111 m�,) in diameter. 0 WOOD TOP RAIL A5 5ELECTED BY OWNER & CONTRACTOR CARPET WOOD BA5E 1/2" GB 5TAIR FRAMING 5/8" TYPE "X" GB 0 ENCLOSED USABLE SPACES BENEATH STAIRS I 2x4 5TUD5 016" OC i 1 GUARDRAIL - ^AlL - DETAIL 5CALE: 11/2" =1'-0" FIN15HED SURFACE 3/4" PLYWOOD TREAD5 ZZ w � � I - - - - - - - - - - J 2x1 2 NOTCHED 5TRINGER I (3 5TRINGER5 MIN, AT EACH 5TAIR RUN) 1/8" GAP 5/8" PLYWOOD R15ER5 (TYP.) SECURE NOTCHED 5TRINGER TO SILL PLATE WITH FRAMING ANCHOR5.5ECURE PLATE TO 5LA13 WITH 5LOT PINS. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRE55URE TREATED OR PROVIDE IMPERVIOUS MEMBRANE 5EPARATION A5 ALLOWED BY CODE. (3) 2X12 5TRINGER5 TYP, 5TRINGER DETAIL @ FLOOR 5CALE: 11/2" =1'-0" HANDRAIL5 SHALL NOT BE LE55 THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR N051NG. HANDRAIL5 SHALL BE CONTINUOUS PER FLIGHT OF 5TAIR5. HANDRAIL5 SHALL BE 11/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND END5 SHALL RETURN TO WALL OR TERMINATE IN NEWEL P05T5 OR SAFE TERMINALS. HANDRAIL5 SHALL BE 11/4"-2" IN CRO55 SECTIONAL DIMEN510N, OR APPROVED EQUIVALENT, AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. STAIR AND RAILING SUPPLIER IN5TALLER SHALL 5AT15FY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENT5 FOR THE PRODUCT5 THEY PROVIDE OR IN5TALL. ITHE HANDRAIL CONSTRUCTION SHALL BE ABLE TO RE515T A LOAD OF 200 1.135 APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. IGUARDRAILS 5HALL NOT BE LE55 THAN 42" IN HEIGHT. F� \b°'��� o � o[ - 200 lbs ANY DIRECTION ANY LOCATION OPEN RAIL5 5HALL HAVE INTERMEDIATE RAIL5 OR AN ORNAMENTAL PATTERN 5UCH THAT A 4" DIAMETER 5PHERE CANNOT PA55 THROUGH. THE GUARDRAIL CONSTRUCTION SHALL BE ABLE TO RE515T A LOAD OF 20 L135 PER LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL OR AS REQ'D BY CODE. THE TRIANGULAR OPENINGS AT STAIR TREAD, RISER, & BOTTOM SHALL BE SUCH THAT A 6" DIAMETER SPHERE CANNOT PASS THROUGH. o� 4" 5PHERE o� MAY NOT PA55 THROUGH 6" 5PHERE MAY NOT PA55 THROUGH THIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THE BUILDING CODE AND 15 ONLY AN AID FOR BUILDING DESIGN AND CONSTRUCTION. GUARDRAIL/HANDRAIL GONE DATA SCALE: NT5 HARDWOOD TOP RAIL a WALL BRACKET AT T - 4' -0" 4'-0" O.C., MAX. = 2x 131.0 O C,. J z zv CARPET z � PAINT GRADE J z of WOOD 13A5E W/5ULLNO5E EDGE 0 Z� 1x PAINT GRADE 5KIRT -_ C WALL FLOOR FRAMING MTD HANI:�RA L DETAIL SCALE: 1112" =1'-0" FINISHED SURFACE 10"TREAD5 3/4" PLYWOOD TREAD5 L<7 Q Ciew LU 3/4" TYP aJ r- 5/8" PLYWOOD R15ER5 (TYP.) 2x12 NOTCHED 5TRINGER - - - - - - - - - _ _ J (3) 2X12 5TRINGER5 TYP. STRINGER @LANDING (BTM) 5CALE: 11/2" =1'-0" METAL OR WOOD TOP RAIL A5 5ELECTED BY OWNER & CONTRACTOR METAL OR WOOD 13ALU5TER5 A5 5ELECTED BY OWNER & CONTRACTOR = J 0 CARPET PAINT GRADE a WOOD 13A5E W/5ULLNO5E EDGE 1x PAINT GRADE 5KIRT -_ C FLOOR FRAMING 1/2" GYP BD 2x4 5TUD5 AT 16" O.C. 5/8" TYPE ")('GYP BD AT ENCL05ED USABLE 5PACE5 BENEATH 5TAIR5 I GUARI:)RA L/HANDRAIL DETAIL 5CALE: 11/2" =1'-0" I 2x FRAMING GYP. BD. i 1x10 5KIRT BOARD 2x12 5TRINGER 2x4 SPACER 5KIR7 / ^ALL DE7AIL 5CALE: 11/2" =1'-0" MATCH HEIGHT OFBA5EBOARD z w - - - - - - U � Z c1Jp< Qw = v 3/4" TV. I r- - - - - - - - - - J L GAP VTYP - J I �.�E7 P_� 2x12 NOTCHED 5TRINGER INSTALL 2X FIRE STOP AT MID SPAN OF 5TRINGER (3) 2X12 5TRINGER5 TYP, OFFICE 5TRINGER @ LANT7INS (TOP) )75CALE: 11/2 =1-0 * ,,NSED FO P QI Cou-ru, I iCAN" U J J a C o Z O W >g=(00)>o W J m W > O U) 00 N O N N c,) LL. (� O O N N r-- O .-. O 0) X LCL U") N , N O OM 0 o- (D J 00 ch o o U U v .Q C V V. LL u C ti = Z Z LU LU U 1 m W ZZ < ¢ E J <UZ) E Wad o Z� �Z 0 0 <oo �!��ZW N qS) 2- oWG Z:115 N to fl -1w N Q � ¢oc p�u�ot J� F, CV �Vo ti e2u Ga Z W 6 Z N o who N ciZ V L J O w W MNowQ 0 < M W N �6N:2"x- O LUz zz LU N L O 6 LLJ zx¢ u X}J-owQ u_ r w3:E Yl J �wN � Nom N =� ON i5pW MNUJ � O z emu 0 kD N a Z O w O C�, J ~ } LU<Q N� oo W N Z �coCn -J O LL_ U Z U Q Q N m U_ Q J Q lid J U) M CD C W O U) C-) Y U C 0 � J m CJS PY SHEET # FINISH ROOFING (SEE ELEVATIONS) OVER: 7/16" OR 15/32" RATED SHEATHING, EXP05 JRE 1 - SHINGLE ROOF 19/32" RATED PLYWOOD SHEATHING, EXPO 3URE 1 - TILE ROOF 19/32" RATED PLYWOOD SHEATHING, EXPO URE 1 - METAL ROOF FASTEN WITH 0.113" X 2 3/8" RING SHANK AILS 12" CONFORMING TO R803.2.3.1 0 6" O.C. ONE GE5 AND INTERMEDIATE (SEE ELEV) SUPPORTS OVER PRE -ENG WD TRU55E5 0 24" OC INSULATION BAFFLE BETWEEN EACH TRU55 STRAPPING 0 EACH TRUSS PER .f ENGINEER OF RECORD (E.O.R.) SHEETS / (2) 2x_ TOP PLATE (SEE E.O.R. 5HEET5 FOR DETAIL5/INFO.) 40 AIR INFILTRATION BARRIER ABOVE EXT. FINISH MATERIAL TO PLATE ALUMINUM DRIP EDGE OVER 1x2 PT OVER VINYL FINISHED _x6 PT FASCIA VENTED VINYL SOFFIT INSTALLED PER MANUFACTURER'S 5PEC'5 HARDIEPANEL®/NICHIHAO ON TOP OF W ON TOP OF OPT. 7/16" 0.5.13 SHEATHING ON TOP OF 2x_ 5TUD5 016" ox. (SEE E.O.R. SHEETS FOR DETAILS/INFO.) HARDIEPLANK®/NICHIHA® LAP 51DING ON TOP OF WRB (WATER/WEATHER-RESISTI E BARRIER) ON TOP OF 7/16" 0.5.13 SHEATHING ON TOP OF 2x 5TUD5 0 16" ox. (SEE E.O.R. SHEETS FOR DETAIL5/INFO.) FIN15H COATING PER BUILDER 5PECIFICATI NS OVER - PRIMED THREE COAT STUCCO FIN15H (7/8" OM) OVER FELT BACKED GALVANIZED METAL LATH 0 ER 7F '.b i 01 BIORi`I� VER 2x_ STUDS 016" o.c. (SEE EOR SHEETS FO DETAILS) K-13 INSULATION 2x4 WALLS) R-19 INSULATION 2x6 WALLS) SGO TRACK SET IN N z GLUED AND SCREWED MONOLITHIC FOUNDATION N -1 o 4. CONT BED OF SEALANT U) c U Z / WKROWSYQUIRED AT IV F TUB z SLOPE CONC. AT e Q BOARD -N -BATTEN SIDING a -Q J , C) O LU J CD X O Q 00 N O 1/8" PER FT MIN 4- O N N (` CO V rn — x 11 LL_ Lo N 0) M (1)Z -0 E O j m `l , U II --- 0 °Fa Z coNrzavnLVE LY��v a J P WINDOW SILLS PER BUILDER SPECSQ onw 2y, -WOOD STUD WALL W/ SIZING AND m uj SPACING PER E.O.R. DRAWING5/5PEC5 w Q O F F I `�r E `� r O PY .. ^ 1/2" 5HEETROCK MOF 2.6 BLKNG r —� Q < R-19 INSULATION 2x6 WALLS) �---- ico 2x_ PT SILL (SEE E.O.R. FOR SIZING) ON 4 4 GPpF6 SILL5EAL W/ STRAPPING PER E.O.R. �i A R5 CONTROL ----- ---- $ VALVE11100, 4 'e9gG 1.0CATION $ 4" CONC. SLAB W/ 6x6-10/10 WWF OR FIBERME5H o INSET 2X6 BLOCKING i u O p REINFORCEMENT OVER 6 MIL VAPOR BARRIER 2QTE:F0RTU55—NTEGRAL— enNEL5l5URR0UND5.5LOLKMG KIUST U) ' OVER CLEAN, WELL COMPACTED, TREATED FILL Y INSTALLEDMIff0DAC Lo U 0 --O — e — --. —. —,---- i 0 m co J m U) . , THRESHOLD DETAIL G BINET BLOCKI G LOCATIONS TUB BLOCKING 4 CONTROL LOG. SGALE:NTS 5CALE:NTE• ----- OENOTE5AREA TORECIEVECONT 5CALE:NT5 2X8 BLOCKING, TOP at 38" AFF FINISH ROOFING (SEE ELEVATIONS) OVER: 7/16" OR 15/32" RATED SHEATHING, EXP05 JRE 1 - SHINGLE ROOF 19/32" RATED PLYWOOD SHEATHING, EXPO 3URE 1 - TILE ROOF 19/32" RATED PLYWOOD SHEATHING, EXPO URE 1 - METAL ROOF FASTEN WITH 0.113" X 2 3/8" RING SHANK AILS 12" CONFORMING TO R803.2.3.1 0 6" O.C. ONE GE5 AND INTERMEDIATE (SEE ELEV) SUPPORTS OVER PRE -ENG WD TRU55E5 0 24" OC INSULATION BAFFLE BETWEEN EACH TRU55 STRAPPING 0 EACH TRUSS PER .f ENGINEER OF RECORD (E.O.R.) SHEETS / (2) 2x_ TOP PLATE (SEE E.O.R. 5HEET5 FOR DETAIL5/INFO.) 40 AIR INFILTRATION BARRIER ABOVE EXT. FINISH MATERIAL TO PLATE ALUMINUM DRIP EDGE OVER 1x2 PT OVER VINYL FINISHED _x6 PT FASCIA VENTED VINYL SOFFIT INSTALLED PER MANUFACTURER'S 5PEC'5 HARDIEPANEL®/NICHIHAO ON TOP OF W ON TOP OF OPT. 7/16" 0.5.13 SHEATHING ON TOP OF 2x_ 5TUD5 016" ox. (SEE E.O.R. SHEETS FOR DETAILS/INFO.) HARDIEPLANK®/NICHIHA® LAP 51DING ON TOP OF WRB (WATER/WEATHER-RESISTI E BARRIER) ON TOP OF 7/16" 0.5.13 SHEATHING ON TOP OF 2x 5TUD5 0 16" ox. (SEE E.O.R. SHEETS FOR DETAIL5/INFO.) FIN15H COATING PER BUILDER 5PECIFICATI NS OVER - PRIMED THREE COAT STUCCO FIN15H (7/8" OM) OVER FELT BACKED GALVANIZED METAL LATH 0 ER APPROVED WRB (WATER -RESISTIVE 13ARR1 R) OVER 15/32" 0.5.8. (ORIENTED STRAND BOARD) C VER 2x_ STUDS 016" o.c. (SEE EOR SHEETS FO DETAILS) HOLD EXT. SHEATHING 1/2" ABOVE SLAB (SEE INSET DETAIL) 31/2" VINYL WEEP 5CREED/STOP AT 5TUCC FINISH (SEE INSET DETAIL) EXTEND FELT A HOUSEWRAP OVER NAILING FLANGE PLASTER SKIM COAT OR PAINTED FOUNDATION WALL R-30 BATT/BLOWN INSULATION 1/2" TYPE "C" OR 5/8" GYPSUM BOARD 0 CUG 1/2" GYPSUM BOARD R-13 INSULATION (2x4 WALLS) R-19 INSULATION (2x6 WALLS) TYPICAL WALL SECTION Zx WOOD FRAME WALLS HARDIEPANEUNICHIHA 91DINQ OR HARDIEPLANKlNICHIHA LAP SI ING OR STUCCO FINISH 5CALE: N.T.S. Lu U EXTEND BUILDING FELT & w HOU5EWRAP OVER FLANGE NOTE: SEE 5TRUCT ENG DWG's FOR CONNECTION % TYPE5 AND DETAIL5 SILL SEAL A z �_�_ '� NOTE: INSTALL ALL VINYL STUCCO -'� 1/2" ACCESSORIES PER MANUFACTURER'S /4--, WRITTEN SPECIFICATIONS .' 2xB _ PLATE, SET BACK 1/2" FROM SLA EDGE, OVER FOAM SILL SEAL (SEE E.O.R. DRAWINGS FOR ANCHORAGE DETAILS) n �----d 9 oQ I4FIN15H GRADE _ IIIr,r-riIm,I iIII=iI=T m-III-ITI-III-i i • • ° I � I N 4" CONG 5LA5 W/ 6x6x10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL FOUNDATION FOOTING VARIES (SEE E.O.R. SHEETS FOR DETAIL5/INFO.) 0 7/16" OR 15/32" RATED SHEATHING, EXPOSURE 1- SHINGLE ROOF 19/32" RATED PLYWOOD SHEATHING, EXPOSURE 1 - TILE ROOF 15/32" RATED PLYWOOD SHEATHING, EXPOSURE 1 - METAL ROOF FASTEN WITH 0.113" X 2 3/8" RING SHANK NAILS CONFORMING TO 8803.2.3.1 0 6" O.C. ON EDGES AND INTERMEDIATE 5UPPORT5 SHINGLE ROOFING SEE TRU55 ENGINEERING AND E.O.R. FOR ALL TRUSS 5TRAPPING/CONNEC11ON5 SEE ARCH. ROOF PLAN/ELEV'5 FOR O.H. (OVERHANG) & ROOF SLOPE/PITCH , O.H: GALVANIZED METAL EAYE DRIP ON TOP OF 1 x 2 P.T. FIRRING STRIP ON TOP OF _ x 6 FASCIA / (P.T. OR VINYL WRAPPED) - HARDIEPANEL VENTED SOFFIT OR VINYL SOFFIT W/ "J" CHANNEL ATTACHMENT W/ OPT. 5/4 x _ HARDIETRIM FRIEZE 5/4 x _ HARDIETRIM HEADER TRIM (SLOPED FOR DRAINAGE) W/ OPT. 5/4x _ HARDIETRIM HEADER CAP TRIM (SLOPED FOR DRAINAGE) (SEE ELEV FOR DETAILS) 5/4 x _ HARDIETRIM JAMB TRIM (SEE ELEV FOR DETAILS) NOTE: ALL REFERENCES TO "HARDIE" PRODUCTS CAN BE SUBSTITUTED FOR NICHIHA PRODUCTS (OR 51MILAR) VINYL OR VINYL CLAD WINDOW UNIT 5/4 x_ HARDIETRIM SILL TRIM (SEE ELEV FOR DETAILS) HARDIEPLANK® LAP SIDING OR HARDIEPANEL VERT. SIDING W/ 5/4" x _ BATTEN STRIPS (AT 16" O.CJPANEL JOINTS) ON TOP OF WRB ON TOP OF 7/16" (MIN.) 0.5.13 5HEATHIyG ON TOP OF 2x_ WOOD 5TU 5 SPACED PER E.O.R. THREADED ROD ASSEMBLY OR — FOUNDATION STRAPPING PER E.O.R. SEE E.O.R. (STRUCTURAL ENGIN.) ENGINEERED TRU55E5 OR CONY. FRAMING PER E.O.R. DOUBLE 2x_ TOP PLATE (5.Y.P.) 1/2" 5HEETROCK STRUCTURAL HEADER PER E.O.R. R-30 INSULATION 5/8" 5HEETROCK OR 1/2" CEILING BOARD TYPICAL WALL SECTION 2x WOOD FRAME WALLS MONOLITHIC FOUNDATION LAP SIDING AND/OR 60ARD-N-13ATTEN SIDING SCALE: 3/4" = 1'-0" WINDOW SILLS PER BUILDER SPECS 2,- WOOD STUD WALL W/ SIZING AND SPACING PER E.O.R. DRAWINGS/5PEC5 1/2" 5HEETROCK K-13 INSULATION (2x4 WALLS) R-19 INSULATION (2x6 WALLS) 2x- PT SILL (SEE E.O.R. FOR SIZING) ON SILL5EAL W/ STRAPPING PER E.O.R. 4' CONC. SLAB W/ 6x6-10/10 WWF OR FIBERME511-11 REINFORCEMENT OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL FOR ALL FOUNDATION DETAILS Z A. ire Y - - - - - - - � Icy SLOPE GRADE — 1 STORY (W/O BRICK) -12" WIDE W/ (2) #4 OR (2) #5 CONT 1 STORY (W BRICK) - 20" WIDE (INCL. I /BRIC _ LEDGE) W/ (2) #5 OR (3) #4 CONT IIII IIII (VERIFY WITH E.O.R. DRAWING6/5PEC5) 7/16" OR 15/32" RATED SHEATHING, EXPOSURE 1 -SHINGLE ROOF 19/32" RATED PLYWOOD SHEATHING, EXPOSURE 1- TILE ROOF 15/32" RATED PLYWOOD SHEATHING, EXPOSURE 1 - METAL ROOF FASTEN WITH 0.113" X 2 3/8" RING SHANK NAILS CONFORMING TO 8803.2.3.1 ® 6" O.C. ON EDGES AND INTERMEDIATE SUPPORTS SHINGLE ROOFING SEE TRUSS ENGINEERING AND E.O.R. FOR ALL TRU55 STRAPPING/CONNECTIONS SEE ARCH. ROOF PLAN/ELEV'5 FOR O.H. (OVERHANG) & ROOF 5LOPE/PITCH O.H. GALVANIZED METAL EAYE DRIP ON TOP OF 1 x 2 P.T. FIRRING STRIP ON TOP OF_ x 6 FASCIA (P.T. OR VINYL WRAPPED) - HARDIEPANE X L VENTED SOFFIT OR „ VINYL SOFFIT W/ "J" CHANNEL ATTACHMENT W/ OPT. 5/4 x _ HARDIETRIM FRIEZE 5/4 x _ HARDIETRIM HEADER TRIM X (SLOPED FOR DRAINAGE) W/ OPT. 5/4 x _ HARDIETRIM HEADER CAP TRIM (SLOPED FOR DRAINAGE) (SEE ELEV FOR DETAILS) 5/4 x _ HARDIETRIM JAMB TRIM (SEE ELEV FOR DETAILS) NOTE: ALL REFERENCES TO "HARDIE" PRODUCTS CAN BE SUBSTITUTED FOR NICHIHA PRODUCTS (OR SIMILAR) VINYL OR VINYL CLAD WINDOW UNIT 5/4 x _ HARDIETRIM SILL TRIM (SEE ELEV FOR DETAILS) HARDIEPLANK® LAP SIDING OR HARDIEPANEL VERT. SIDING W/ 5/4" x _ BATTEN STRIPS (AT 16" O.CJPANEL JOINTS) ON TOP OF WRB ON TOP OF 7/16" (MIN.) 0.5.8 SHEATHING ON TOP OF 2x_ WOOD STUDS SPACED PER E.O.R. OPT. 5/4 x 2 HARDIETRIM (CHAMFERED FOR DRAINAGE) ON TOP OF 5/4 x 6 HARDIETRIM AS BELT BAND (SEE ELEV FOR HGT) 5/4 x _ HARDIETRIM HEADER TRIM (SLOPED FOR DRAINAGE) W/ OPT. 5/4 x _ HARDIETRIM HEADER CAP TRIM SLOPED FOR DRAINAGE) SEE ELEV FOR DETAILS) 5/4 x_ HARDIETRIM JAMB TRIM (SEE ELEV FOR DETAILS) NOTE: ALL REFERENCES TO "HARDIE" PRODUCTS CAN BE SUBSTITUTED FOR NICHIHA PRODUCTS (OR SIMILAR) VINYL OR VINYL CLAD WINDOW UNIT 5/4x _ HARDIETRIM SILL TRIM (SEE ELEV FOR DETAILS) HARDIEPLANK® LAP SIDING OR HARDIEPANEL VERT. 51DING W/ 5/4" x _ BATTEN STRIPS (AT 16" O.CJPANEL JOINTS) ON TOP OF WRB ON TOP OF 7/16" (MIN.) 0.5.8 SHEATHING ON TOP OF 2x_ WOOD 5TUD5 SPACED PER E.O.R. THREADED ROD ASSEMBLY OR FOUNDATION STRAPPING PER E.O.R. SEE E.O.R. (STRUCTURAL ENGIN.) FOR ALL FOUNDATION DETAIL5 d 1 1 1 1 1 1 IIII-off Iltfi I(I / BRIC ENGINEERED TRUSSES OR CONV. FRAMING PER E.O.R. DOUBLE 2x_ TOP PLATE (5.Y.P.) 1/2 5HEETROCK STRUCTURAL HEADER PER E.O.R. R-30 INSULATION 5/8" 5HEETROCK OR 1/2" CEILING BOARD WINDOW SILLS PER BUILDER SPECS ENGINEERED FLOOR J015T 5Y5TEM (SEE TRUSS ENGINEERING FOR DETAILS) DOUBLE 2x_ TOP PLATE (5.Y.P.) 1/2" 5HEETKOCK STRUCTURAL HEADER PER E.O.R. 5/8" 5HEETROCK OR 1/2" CEILING BOARD VF LASED FO P 4I RUC�1� J TYPICAL WALL SECTION 2x_ WOOD STUD WALL W/ SIZING AND 7-n .I SPACING PER E.O.R. DRAWINGS/SPECS ' 1/2" 5HEETKOCK K-13 INSULATION 2x4 WALLS) R-19 INSULATION 2x6 WALLS) 3/4" T&G 5UBFLOORING - N z GLUED AND SCREWED MONOLITHIC FOUNDATION ENGINEERED FLOOR J015T 5Y5TEM (SEE TRUSS ENGINEERING FOR DETAILS) DOUBLE 2x_ TOP PLATE (5.Y.P.) 1/2" 5HEETKOCK STRUCTURAL HEADER PER E.O.R. 5/8" 5HEETROCK OR 1/2" CEILING BOARD VF LASED FO P 4I RUC�1� J TYPICAL WALL SECTION 2x WOOD FRAME WALLS W N z MONOLITHIC FOUNDATION N -1 o 4. U) c U Z LAP SIDING AND/OR z Q BOARD -N -BATTEN SIDING a -Q C) O LU J CD X O Q 00 N O � N co LL = 4- O N N (` CO V rn — x 11 LL_ Lo N 0) M (1)Z -0 E O j m o CD o o U U O Ix Q W 2 COIL O \W W D =�W U Nmw � ZZ� 0 —� < Q •-• E W Z o o Z Z U 6:02w O N o� z-)3 U 1.1.1 `. N z zs`u � !� � m �mopo Lu ci W C, ui < �0'3 VJ VJ w W Z N Ly q, L^U' :e cl z rZ CV e �w cB U u - LP N � _- W 11J LL 0 ..JC C5) N O - " c�ZQ IN- LL ~ W 3:2 N V- opx o 62 1., C5)N L! < J o O Z o0- ON�u,, N <,o O w 6J tom � m W J U <e :2d m� LLo�Lut-- Lu Lu pJ � a IIII— !SHEET # 2 STORY (W/0 BRICK) -16" WIDE W/ (2) #5 OR (3) #4 CONT 2 STORY (W/ BRICK) - 24" WIDE (INCL. LEDGE) W/ (3) #5 OR (4) #4 IIII I I (VERIFY WITH E.O.R. DRAWING5/51FEC5) TYPICAL WALL SECTION 2x WOOD FRAME WALLS W N z MONOLITHIC FOUNDATION N -1 o U) U LAP SIDING AND/OR z Q BOARD -N -BATTEN SIDING a -Q C) SCALE: 3/4" = 1'-0" z0-) N N co m U II --- 0 Z O J WINDOW SILLS PER BUILDER SPECSQ 2y, -WOOD STUD WALL W/ SIZING AND m uj SPACING PER E.O.R. DRAWING5/5PEC5 w O F F I `�r E `� r O PY 1/2" 5HEETROCK R-13 INSULATION 2x4 WALLS) Q < R-19 INSULATION 2x6 WALLS) ico 2x_ PT SILL (SEE E.O.R. FOR SIZING) ON SILL5EAL W/ STRAPPING PER E.O.R. 4" CONC. SLAB W/ 6x6-10/10 WWF OR FIBERME5H o LLJ I' REINFORCEMENT OVER 6 MIL VAPOR BARRIER U) ' OVER CLEAN, WELL COMPACTED, TREATED FILL Y Lo U 0 --O — e — --. —. —,---- 0 m co J m U) . , � a IIII— !SHEET # 2 STORY (W/0 BRICK) -16" WIDE W/ (2) #5 OR (3) #4 CONT 2 STORY (W/ BRICK) - 24" WIDE (INCL. LEDGE) W/ (3) #5 OR (4) #4 IIII I I (VERIFY WITH E.O.R. DRAWING5/51FEC5) DESIGN SPECIFICATIONS I USP CONNECTORS DESIGN CODE: CLADDING PRESSURES 2017 FLORIDA BUILDING CODE - RESIDENTIAL INTERIOR DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM (8'x7') nC ROOF � ��p IF!S.00R ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf Tno runon Wren i nen nn __� ir, , .,. ��� �n . �f COMPONENTS & ALLOWABLE DESIG CLADDING PRESSURES TRIBUTARY AREA (sf) INTERIOR +22.9 EDGE STRIP (PSF): ZONE (PSF) (8'x7') a' = 4'-6" 10 +25.6 -27.7 GARAGE +25.6 50 +22.9 -25.0 (16'x7') +22.9 -28.8 100 +21.8 -23.91 585 1 +21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR UPLIFT GARAGE +22.9 DOOR (5)12d TOE NAILS (8'x7') _28 8 2 CAR SYP GARAGE +21.8 DOOR _23.9 (16'x7') ��� FL# CODE w si nLL .�rnrvv� .� ., r.,. E BOTTOMvCHORD LIVE LOAD 10 psf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD 1_/360 &TOTAL LOAD 1_/240 0.75" MAX ANY CASE -�.i THE VALUES ABOVE ARE AL ABOVE WIND PRESSURES HA THE ALLOWABLE STRESS DE SHALL BE PERMITTED COMPONENT & CLADDING WALL POSITIVE AND NEGATIVE PRESSURES LINEAR INTERPOLATION IS PERMISSIBLE. PLUS = PRESSURE AND MIN DESIGN OF WINDOWS DOORS / RESPONSIBILITY OF THE WIN THE ABOVE NOTED POSITIVE °,I� o a j'� Jl` i 0 L. � [NOT ACTUAL PLAN] UPLIFT USP MSTA24 1640 14 55 (9)10d EA. END CONNECTOR USP MSTA36 2065 2065 (13)10d EA. END (5)12d TOE NAILS F�STENERS FRAMING USP JUS28 1305 1305 (6)1Od TO HEADER SYP SPF RAISED HEADER USP HTT22 5370 5370 5/,,"0 tOD TO FTG. USP A35 450 450 (9)10dx'i'/2" USP RT7 585 495 (5)8d IEA. END USP RT8A 775 650 (5)10d�1'/2" EA. END USP MTW12 1195 860 (7)10dx11/2" EA. END USP HTW20 1450 1245 (12)10dx11/2" EA. END FL# CODE w si nLL .�rnrvv� .� ., r.,. E BOTTOMvCHORD LIVE LOAD 10 psf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD 1_/360 &TOTAL LOAD 1_/240 0.75" MAX ANY CASE -�.i THE VALUES ABOVE ARE AL ABOVE WIND PRESSURES HA THE ALLOWABLE STRESS DE SHALL BE PERMITTED COMPONENT & CLADDING WALL POSITIVE AND NEGATIVE PRESSURES LINEAR INTERPOLATION IS PERMISSIBLE. PLUS = PRESSURE AND MIN DESIGN OF WINDOWS DOORS / RESPONSIBILITY OF THE WIN THE ABOVE NOTED POSITIVE °,I� o a j'� Jl` i 0 L. � [NOT ACTUAL PLAN] ti OWABLE WIND PRESSURE VALUES (ASD). THE BEEN REDUCE BY 0.60 AS PERMITTED BY IGN METHODOLOGY. NO FURTHER REDUCTION ELEMENTS SHALL BE DESIGNED FOR BOTH SHOWN IN TABLE ABOVE. JS = SUCTION. FASTENING TO THE WALL FRAMING IS THE OW/DOOR MANUF./SUPPLIER & SHALL MEET AND NEGATIVE PRESSURES. 42_11_ -°4- to DENOTES EDGE STRIP. ABOVE FOR 'a' DIMENSION SEE C & C CHART o 1'I 0'I a USP MSTA24 1640 14 55 (9)10d EA. END SEE ROOF USP MSTA36 2065 2065 (13)10d EA. END (5)12d TOE NAILS USP LTS20B 1105 1105 '/2"0 ROD TO FTG. FRAMING USP JUS28 1305 1305 (6)1Od TO HEADER G 12'-0" USP HTT16 4290 4290 5/8"0��OD TO FTG. RAISED HEADER USP HTT22 5370 5370 5/,,"0 tOD TO FTG. 4" WIND LOADING: ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00 MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - 7/12 BUILDING CATEGORY - - - - - - - - - - - - - - - EXPOSURE CATEGORY - - - - - - - - - - - - - - -C_)* ENCLOSURE CLASSIFICATION - - - - - - - - - - - -E CN LOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - t .18 USP PAU44 2535 5/8"0 ROD w/ (12)16d DETAILS. USP PAU66 2535 5/e"0 IROD w/ (12)16d SDWC15600 USP MSTAM24 1545 1455 (5)'/4 1x2-'/4 TAPCONS TERMINATE AT SIMPSON SIMPSON CONNECTORS CONNECTOR UPLIFT FASTENERS FL# CODE SYP SPF A35 450 450 12-8dx1 1/2" 10446.4 H2.5T 600 520 5-8d E 1. END 11478.3 HTS16 1150 1085 16-10d EA. END 10456.6 MTS12 1000 860 7-1 odxl"/," EA. END 10456.3 HTS20 1450 1245 24-10dx;l1/2" EA. END 13872.3 MATERIAL SPECIFICATIONS M STA24 1765 127 0 -1 9 Od EA END 13872.4 MSTA36 2050 1870 13-10d EA. END 13872.8 HARDWARE AND ANCHORS:v ANCHOR BOLTS &THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND '/e" LARGER THAN THREADED ROD SIZE. (U.O.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi HTT4 3480 3080 18-16d TO TRUSS/BEAM 11496.2 1-5/_. ROD TO FTG. SCOPE F SERVICE HTT5 5250 4670 32-16d TO TRUSS/BEAM 11496.2 1-5/B"0 ROD TO FTG. MEANS AND METHODS:6-10d THE STRUCTURAL ENGINEER SHALL FOR CONSTRUCTION MEANS, M SEQUENCES; FOR THE ACTS OF OTHER PERSONS PERFORMING THEM TO CONSTRUCT THE WOR< DOCUMENTS. LIMITS OF STRUCTURAL ENGI THE ITEMS SPECIFICALLY DESIG LIMITED TO THE FOLLOWING: CONTINUOUS WOOD PANEL SHEARWALLS, WA HEADERS DIRECTLY SUPPORTIN PRE-ENGINEERED WOOD FLOOR SPECIFICALLY ADDRESSED, TRUSS ARCHITECTURAL, MECHANICAL NOT HAVE CONTROL QR BE RESPONSIBLE THODS, TECHNIQUES, PROCEDURES, OR OMISSIONS OF THE CONTRACTOR OR ANY HE WORK OR FOR THE FAILURE FOR ANY OF IN ACCORDANCE WITH THE CONTRACT FIRING DESI RESPONSIBIU TIES: ED BY THE STRUCTURAL ENGINEER ARE LOAD PATH FOR WIND UPLIFT, -L FRAMING AND REQUIRED SHEATHING AND ROOF FRAMING. ITEMS NOT DESIGNED AND ROOF TRUSSES, FLOOR FRAMING NOTLSTA12 -TO -TRUSS CONNECTION, AND ANY OR ELECTRICAL SYSTEM. LUS28 930 780 UPPER LEVEL POSTS & JACK D HEADER 10655.113 4-tOd TO JOIST HU410 905 785 14-16d TO HEADER 10531.36 6-16d 0 JOIST ABU44 2200 5/8"o ROD EPDXIED 6" MIN 10849.6 ABU66 2300 5/8"0 ROD EPDXIED 6" MIN 10849.6 SET N/A N/A SIMPSON EPDXY-TIE 11506.4 LTT20B 1675 1675 10-16d 0 STUD/BEAM /POST 11496.3 1-1/2"0 ROD TO FTG. FOR EVERY PLY 805 695 10-10d 13872.5 CS16 i1705 1705 13-8d 10852.1 GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: SHINGLE_ MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C.THIN 4'-0" OF ROOF EDGE). BLL - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OFtOF EDGE). METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-•0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH-MIN./,e" 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED A1 8d ® 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH. -MIN. 7/,s", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED / 8d ® 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT N 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0", MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS {HALL BE REINFORCED FULL HEIGHT WITH - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CO TINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS, ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30001PSl AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: I FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BE DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECT ICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN F OTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 048" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INS ALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING„ BAR DIAMETERS WHERE PERMITTED, SHALL BE 48 CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FDR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, L ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COM Y WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES AR THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB- 1." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSJp. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERINGS STEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM ii E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS CONNECTION MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN ® INTERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS 0 12" STAG. 1_31/2 x3'/2 x'/4 4" 6'-0" GABLE X -BRACE, SEE DETAIL 10/50.1 TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILS 1_4x31/2 "x'/4 6" 8'-0"HEADER SIZE, JACK AND DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS DESIGNATES SHEARWALL. THE (22x8-1 /2 KING STUD QUANTITY. 1_5x3'/2 "x'/4 6" 10'-0" ---------- HIDDEN LINE DESIGNATES SIDE OF � RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6' WALL THE SHEARWALL SHEATHING 1_6x3'/2 "x'/4 6" 12'-0" SW 3"/6" TO BE APPLIED. 8d 0 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS DESIGNATES 8d COMMONS ®3" L7x3'/2 "x'/4 6" 16'-0" O.C. EDGE & 6" O.C. 'IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36'• FIELD" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORRO ION RESISTANT COATING OF EP XY BASED BRICK ADJ - ADJACENT LG - Long JOIST TRUSS TO PLATE TOE NAIL (2-16d 3 -GUN NAILS VENEER PAINT. I BM -BEAM MANUF -Manufacture RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS WEATHER BOT -BOTTOM MONO -Monolithic LINTEL MORE THAN 8'- ". SHOULD BARRIER BRG - BEARING OC -� On Center 2. JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS 2. LATERALLY SUPPORTED NOT O I CMU - CONCRETE MASONRY UNIT OSB Oriented Strand Board ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3 -GUN NAILS EXCEED 6 FT. O.C. w/ 2-T40WD. DBL - DOUBLE PERP -Perpendicular ' DIA -DIAMETER PRE ENG -Pre Engineered SCREWS INTO HEADER PRO DE A '/2" LINTEL EA - EACH PSF - Pounds per Square Foot CONT. HEADER, TWO PIECES FACE NAIL 16d® 16" O.C. ®EDGE VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END SEE NOTE 2 PSI Pounds pr Square Inch CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS -" EOR - ENGINEER OF RECORD PT - 71PRESSURE TREATED STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie HORIZONTAL TIES 0 24" 0.1, VERT. EXT - EXTERIOR REINF - Reinforce SOLE PLATE TO JOIST/BLOCKING I FACE NAIL (16d 0 16") GUN NAIL ® 8" TIES 0 12" O.C.. (FOR 110 ph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot WIND -ZONE VERT. TIES ® 6' O.C.). SEE PLANFDN - FOUNDATION SPF Spruce Pine Fur NAIL SPECIFICATIONS AT ALL OPENINGS SPACE ES WITHIN BRICK LINTEL, FT - FOOT SYP �� Southern Yellow Pine SEE SCHEDULE 3"x0.131"O = GUN NAILS 2"x0.113"O = RINK SHANK 12" OF OPENINGS. PROVIDE/1."O WEEP FTG - FOOTING THRU - Through 2"x0.113" 0 = 6d 21/2 "x0.131 "O = 8dHDR - HEADER TYP - Typical HOLES ®33" O.C. IMMEDIATELY ABOVE SECTION VIEW 3"x0.148"O = 10d 3/2"x0.162"0 = 16d FLASHING. -HORIZONTAL VON -Unless Otherwise Noted OF BRICK LINTEL LBS LBS -POUNDS VERT -Vertical 1'/2 "x0.148" 0 = 10dx1'/2 " 11/2 "x0.131 "O = 8dx1'/2 " WWF Welded Wire Fabric TYPICAL WALL FRAMING NOTE 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/lOd MASONRY CUT NAILS 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS INTERIOR BEARING WALL: - SEE PLAN FOR STUD SIZE AND O.C. SPACING. CONTINUOUS BLOCKING WITHIN FLOOR SYSTEM WHERE POST IS ABOVE. 8d 0 3" F ------- I I I I I L---- SYP#2 DBL. �S EE 5/SO.0.TOP PLATE.- FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. ROOF SHEATHING, SEE SPECIFICATIONS. SEE 5/SO.0. I I I I I PERMANENT TRUSS BRACING BY OTHER. FULL HEIGHT ANCHOR AT INTERIOR WALLS TYPICALLY %" FULL HEIGHT THREADED RODS ® 6'-0" O.C. BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH. 16d COMMONS ® 8' O.C. FLOOR SHEATHING r- SEE SPECIFICATION. I I I I -- SEE 1 /SO.1. BLOCKING ONLY REQUIRED AT SHEARWALLS AND-/ STUCCO FINISH. INTERIOR BEARING WALL-- SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. TYPICAL STUD NAILING- 0.131x3" END NAILS: (2) 0 2x4, (3) ® 2x6, (4) 0 2x8. 2x -BLOCKING ONLY REQUIRED IF SHEARWALL. FASTEN LOWER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS ® 12" O.C. TYPICAL SOLE PLATE NAILING; 0.131x3" TOE NAILS: (3) 0 2x4, (4) 0 2x6, (5) 0 2x8. PT. SYP#2 SOLE PLATE. WALL SHEATHING E THING TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS !6 -"MAX. , SEE DETAIL 1/ SO.1 FOR SPLICING OPTIONS. . -1 WALL FRAMING AT I PLATE CHANGE CONDITION I 2 TYPICAL WALL FRAMING I I 50.0 2V TO OUTSIDE 3x3xY4" SLOTTED FACE OF WALL. WASHER PUSHED TO OUTSIDE FACE OF WALL. PLAN VIEW = Yz" THREADED ROD EPDXIED 4" OR Y2.Ox6" SIMPSON TITEN HD. SECTION VIEW TYPICAL TOP PLATE NAILN9PLA SPLICE '-O" MIN. SPLICE LENGTF FASTEN ALL TOP PLATES / (16) 0.131x3" NAILS TOGETHER w/ (3) ROWS EVENLY SPACED OF .131x3 0 12" O.C. STAGGERED. SYPla 2 WALL SHEATHING SEE DETAIL 1 /SO.1 FOR SPLICING OPTIONS. WALL SHEATHING TO SOLE PLATE RAISE )8" FROM SEE DETAILS 8d ®3" SEE DETAILS BOTTOM OF SOLE �ON S1.01 - /- ON S1.01 - PLAN AND FASTEN F-- IF I '�--- F--- w/8d 0 3" O.C. I I I I I I ----� L -------J SINGLE STORY MULTY STORY TYP. WALL SECTIONS cn n SIMPSON SDWC15600 SEE ROOF FRAMING PLAN FOREXTEND SHEATHING VERT. DETAILS. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL 1'-0" PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. RIPPED TO FIT WITH GAP SHOWN. a a SIMPSON M d SDWC15600 SYP#2 DBL. HEADER, TOP PLATE. PER PLAN. (1)2x4 SPF #2 (4)12d TOE NAILS SEE ROOF (2)2x4 SPF 1�2 (5)12d TOE NAILS c 8'-4' FRAMING (1)A34 + (4)12d TOE NAILS G 12'-0" (3)2x6 SYP #2 RAISED HEADER EA. END TYPICAL. 4" 2Y4" SIMPSON DETAILS. SHEATHING MAY 3x3xO.229" SDWC15600 SIMPSON TERMINATE AT SIMPSON U SEE ROOF FRAMING SDWC15600 TOP OF DBL. SDWC15600 ARCHED TRANSOM OPTION SEE RIGHT. WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONNECTION EACH END. SEE NOTE 1. TOP PLATE. SEE NOTE 1. TYPICAL DETAILS. CONNECTION �" < HEEL < 1'-0" NOTES: HEEL < 5" 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD, SPACE 0 48" O.C. ROOF TRUSS CONNECTION A° l WALL SHEATHING SEE DETAIL 1 /SO.1 FOR SPLICING OPTIONS. WALL SHEATHING TO SOLE PLATE RAISE )8" FROM SEE DETAILS 8d ®3" SEE DETAILS BOTTOM OF SOLE �ON S1.01 - /- ON S1.01 - PLAN AND FASTEN F-- IF I '�--- F--- w/8d 0 3" O.C. I I I I I I ----� L -------J SINGLE STORY MULTY STORY TYP. WALL SECTIONS cn n SIMPSON SDWC15600 SEE ROOF FRAMING PLAN FOREXTEND SHEATHING VERT. DETAILS. TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL 1'-0" PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. RIPPED TO FIT WITH GAP SHOWN. a a SIMPSON M d SDWC15600 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS SEE ROOF (2)2x4 SPF 1�2 (5)12d TOE NAILS c 8'-4' FRAMING (1)A34 + (4)12d TOE NAILS G 12'-0" (3)2x6 SYP #2 PLAN FOR EA. END TYPICAL. 4" 2Y4" SIMPSON DETAILS. SHEATHING MAY 3x3xO.229" SDWC15600 SIMPSON TERMINATE AT SIMPSON U SEE ROOF FRAMING SDWC15600 TOP OF DBL. SDWC15600 PLAN FOR SEE NOTE 1. TOP PLATE. SEE NOTE 1. TYPICAL DETAILS. CONNECTION �" < HEEL < 1'-0" NOTES: HEEL < 5" 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD, SPACE 0 48" O.C. ROOF TRUSS CONNECTION cn n KING STUD TO TOP PLATE:_ SDWC15600 SCREW NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" KING & JACK STUDS SEE PLAN KING STUD TO BOTTOM PLATE CONNECTON: SIMPSON SDWC15600 SCREW. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED. NOT REQUIRED AT GABLE ENDS OR 2 -STORY WALLS 4'-0"l MIN. ROUGH DROPPED HEAD MINIMUM END OPENING OR SILL PLATES FASTENER EACH END 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS c 6'-4" (2)2x4 SPF 1�2 (5)12d TOE NAILS c 8'-4' (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS G 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING " .FOUNDATION SEE PLAN. U u d ' �. ':•, r •• 12-41421' WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT HEADER CONDITION OR RAISED HEADER CONDITION. DROPPED HEADER CONDITION 3x3xY4" SLOTTED WASHER PUSHED SOLE PLATE ANCHOR Q& HOLD DOWN. BUTT JOINT -\ u 12" 1)�'u PT. SYP#2 MAX. MIN. SILL PLATE. SOLE PLATE BREAK SOLE PLATE ANCHOR SCHEDULE DROPPEDFASTENED ANCHOR w/ 3-0.131"x3" SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE �"0 EPDXY HEADER 24" EA. END TYPICAL. 4" 2Y4" h"0x6" TITEN HD 42" SHEATHING MAY EXTEND 2" 3x3xO.229" 4)¢" 2�Y4" U PAST BLOCKING- WINDOW 'c\.1 LSYP#2 HEADER, ATTACHMENTS MUST 2x4 MEMBERS: ° PER PLANS. ANCHOR INTO 2x MATERIAL. (1) ROW OF 10d JACK AND (4) ROWS 12d NAILS ®4" O.C. , KING STUDS, AT 12" O.C. SEE PLAN. SIDE. AT TWO STORY CONDITIONS, (3) ROWS 12d WINDOW SILL SEE PROVIDE SOLID BLOCKING (2) ROW OF 10d AT 12" O.C. SCHEDULE. NAILS ® 4" O.C. WITHIN FLOOR SYSTEM AT ALL BEAMS 2x4 STAGGERED OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 6-Y4" UPPER LEVEL POSTS & JACK TRUSSLOK TRUSSLOK STUDS. SDWC 15600 SCREW ENGINEERED WOOD FASTENERS 0 24"o.c FASTENERS ® 24"o.c AS SHOWN SEE 8/S0.0. �1 " .FOUNDATION SEE PLAN. U u d ' �. ':•, r •• 12-41421' WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE PLATE BREAK BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT HEADER CONDITION OR RAISED HEADER CONDITION. DROPPED HEADER CONDITION 3x3xY4" SLOTTED WASHER PUSHED SOLE PLATE ANCHOR Q& HOLD DOWN. BUTT JOINT -\ u 12" 1)�'u PT. SYP#2 MAX. MIN. SILL PLATE. SOLE PLATE BREAK NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/e" W/ 1'/Z"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL 8 SCHEDULE SCALE: 3/4- = V -0 - SOLE PLATE ANCHOR SCHEDULE nn ANCHOR EXT. WALL SPACING SHEARWALLS WASHER SPACING SPEC. EMBEDMENT DEPTH EDGE DISTANCE �"0 EPDXY 42" 24" 3x3xO.229" 4" 2Y4" h"0x6" TITEN HD 42" 24" 3x3xO.229" 4)¢" 2�Y4" NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS SHALL BE SLOTTED. 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/e" W/ 1'/Z"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL 8 SCHEDULE SCALE: 3/4- = V -0 - KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE_ TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. LHEAD QR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF PER SCHEDULE STUD PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY TYPICAL HEADER STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1X2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR Of EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS Of JACK TRUSSES LES' THAN 8' OR OPENINGS LES`. THAN S-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. L HEAD QB.. SILL, PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH MULTI STORY (STACKED WINDOW) RATED SHEATHING, BOUNDARY OF SEE GENERAL NOTES. SHEATHING. EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT . . . . SUPPORTED EDGES, GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. ROOF (UON). TRUSSES, OR FLOOR JOISTS. ��ROOF AND FLOOR SHEATHING NAILING S0.0 SCALE: 3/4" = 1'-0" STUD BELO 2x4 BLOCKING 024' O.C. FASTEN EACH END w/3 -10d TOENAILS. DATE PERMIT OU i�0\ nn O U (3) ROW OF 10d w U 2 PLY N ��/�cc co) w NAILS 0 8" O.C. Z c N BEAM. C/1 W x STAGGERED U 3 PLY BEAM. 'c\.1 a 2x4 MEMBERS: ° 4EA. (1) ROW OF 10d (4) ROWS 12d NAILS ®4" O.C. , AT 12" O.C. SIDE. 2x6 MEMBERS: (3) ROWS 12d (2) ROW OF 10d AT 12" O.C. NAILS ® 4" O.C. EA. SIDE. 2 & 3 PLY BEAMS 2x4 STAGGERED OR 2x6 POST 2x8 POST (3)ROWS OF 5" (3)ROWS OF 6-Y4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS 0 24"o.c FASTENERS ® 24"o.c AS SHOWN AS SHOWN �1 Y 14" LVL AND GREATER 4 -PLY NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS �61 BUILT-UP MEMBER FASTENING KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE_ TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. LHEAD QR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. (2)12d TOE NAILS E.E. (MIN) SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF PER SCHEDULE STUD PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY TYPICAL HEADER STRAPPING KING & JACK STUDS SEE PLAN KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx1X2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR Of EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS Of JACK TRUSSES LES' THAN 8' OR OPENINGS LES`. THAN S-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. L HEAD QB.. SILL, PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH MULTI STORY (STACKED WINDOW) RATED SHEATHING, BOUNDARY OF SEE GENERAL NOTES. SHEATHING. EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT . . . . SUPPORTED EDGES, GENERAL NOTES. EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL). NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. ROOF (UON). TRUSSES, OR FLOOR JOISTS. ��ROOF AND FLOOR SHEATHING NAILING S0.0 SCALE: 3/4" = 1'-0" STUD BELO 2x4 BLOCKING 024' O.C. FASTEN EACH END w/3 -10d TOENAILS. �\ •GE/ys •• p -. J :No 61 .� Z 1 N • � 3 O OF ° �T C 'R IOP \#�`i N r AL ` lu,�""` Christopher ) Sabourin PE FL PE#71461 PLAN NAME 229 PINE ST DATE 05.31.18 SSE No. BL -18-0040 ISSUE DATE PERMIT OU i�0\ nn O U REVISIONS w U C4 N ��/�cc co) w O @J Z c N C/1 W x U �\ •GE/ys •• p -. J :No 61 .� Z 1 N • � 3 O OF ° �T C 'R IOP \#�`i N r AL ` lu,�""` Christopher ) Sabourin PE FL PE#71461 PLAN NAME 229 PINE ST DATE 05.31.18 SSE No. BL -18-0040 ISSUE DATE PERMIT 05.31.18 10 REVISION 07.25.18 REVISIONS DATE w w LOWER TOP4-10d PLATE A BREAK. ( I I I OVER LAP DOUBLE COMMONS I I /,% TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS • N CORNER WALL INTERSECTION CONDITIONS CONDITIONS OFFICE OW (VOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 2. DENOTES 3"x0.131" GUN NAILS ® 6" O.C. VERTICAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIFREEVIEWED FOR (:O[)E COMPLIANCE OPTIONS ARE SHOWN. CITY OF ATA TIC BEACH FRAMED WALL CORNER AND SEE PERPIAITs o AQDvrIONAL REOUIRENIENT A D CONDITIONS 7EWED , INTERSECTIONS STUDS CONFIGURATIONS BY. DATE: TRUSS TO PLATE: SDWC SCREW TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2X BLOCKING FAST N/8 -10d COMMO' SCHEDULE ROUGH OPN'G, SEE ARCH MULTI STORY (UNSTACKED WINDOWS) PLATE TO HEADER: SDWC SCREW 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: �I�� SDWC SCREW ®-,_L$ 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW CS18 STRAP W/6-10DX1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN S-6" FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. DESIGN CRITERIA AND GENERAL NOTES SHEET SHEET 'I OF g w G4 Q w w LOWER TOP4-10d PLATE A BREAK. ( I I I OVER LAP DOUBLE COMMONS I I /,% TOP PLATES. ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS • N CORNER WALL INTERSECTION CONDITIONS CONDITIONS OFFICE OW (VOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS. 2. DENOTES 3"x0.131" GUN NAILS ® 6" O.C. VERTICAL. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIFREEVIEWED FOR (:O[)E COMPLIANCE OPTIONS ARE SHOWN. CITY OF ATA TIC BEACH FRAMED WALL CORNER AND SEE PERPIAITs o AQDvrIONAL REOUIRENIENT A D CONDITIONS 7EWED , INTERSECTIONS STUDS CONFIGURATIONS BY. DATE: TRUSS TO PLATE: SDWC SCREW TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2X BLOCKING FAST N/8 -10d COMMO' SCHEDULE ROUGH OPN'G, SEE ARCH MULTI STORY (UNSTACKED WINDOWS) PLATE TO HEADER: SDWC SCREW 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: �I�� SDWC SCREW ®-,_L$ 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW CS18 STRAP W/6-10DX1Y2" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN S-6" FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. DESIGN CRITERIA AND GENERAL NOTES SHEET SHEET 'I OF g BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS _\ ® 8" O.C. CONT. RIBBON BOARD (TYP)� FLOOR TRUSSES OR JOIST. 5-8d COM EACH SIDE OF SPLICE / SHEATHING SPLICE 16d CO AMONS ® " O.C. CONT. RIBBON BOAR (TYP) FLOOR ROOF TRUSS. PLATE w/ 4-0.131x3" TRUSSES EMBEDMENT DEPTH �7 OR JOIST. '/2"0 '/2"0 8d COM 0 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE -Y4" OSB or PLYWOOD RIM BOARD Y4" SHORTER THAN WALL FRAMING WA L FRAMING -/FLOOR SYSTEM. ALIGN VERTICAL JOINTS WITH SHEATHING SPLICE WALL SHEATHING JOINTS BLOCKING ONLY REQUIRED 5-8d COM AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHING APA RIM BOARD OPTION NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT TH ADED RODS ARE INSTALLED �1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS �SOA SO.1 WALL STUDS AT 16" O.C. ROOF TRUSS. 2x4 SYP#2 HORIZ. BRACING 0 24" O.C. BETWEEN OUTER WALL - & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.1310" NAILS (TYP') FLOOR TRUSS 2x4 SYP#2 DIAGONAL FASTEN EA. END w/ -- ---_ 3-10d COMMONS CEILING WALL FRAMING LINE INSTALL FLOOR TO FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL. SYP#2 2x4 NAILER FASTENED TO TRUSS BOT. CHORD w/ 0.1310" 0 3" O.C. FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF TRUSS. SDWC 15600 SHEATHING FASTENED TO/ -0 32" O.C. TOP PLATE w/ 10d 0 3" O.C.SCREWS � 2x SYP#2 CONT. ATTACH 16" MAX. SHEARWALL OSB WALL TO TOP PLATE AND TRUSS SHEATHING w/ 0.131x3" 0 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL "E B ALTERNATE C ALTERNATE G ROOF 2x4 SYP#2 CATS AT 12" L ANCHOR C FLOOR OR TRUSS. O.C. FASTENED TO TOP FLOOR ROD 0 ROOF TRUSS. PLATE w/ 4-0.131x3" WASHER SPEC. EMBEDMENT DEPTH 11'/+" COMMON. '/2"0 '/2"0 MAX, r FASTEN CATS EACH END w/ AO OR Post. 3'4'0 3-0.1310" COMMON TOE NAILS 3x3x'/4" 7.5" 12" TRUSS WEBS WITH­ SHEARWALL OR PORCH PARALLEL SHEARWALL EXTERIOR WALL THREADED ROD ALTERNATE A ALTE OSB DIAPHRAGM FASTEN ROOF FLOOR DECK TO NAILER w/ (1) ROW 8d TRUSS. FLOOR COMMON. 0 3" O.C. FASTEN TO TOP 24" 16 GUAGE POST BASE: FRAMING PLATE w/ (2) ROWS 4x4 POST- STEEL COUPLER BELOW STRAP w/11- 6x6 POST' ABU66 OF 8d 0 3" O.C. JU FASTEN CATS EACH ENDw/ AS SHOWN, 2x4 SYP#2 CATS AT 12 2x4 SPF SYP#2 2x4 NAILER FASTENED PORCH HEADER, ALL AROUND o' TO TRUSS BOT. CHORD w/ ANCHOR HTS16 O.C. FASTENED TO TOP STRAPS (2) ROWS 0.1310" 0 3" O.C. AT TOP PLATE PLAN PORCH CORNER VIEW OF PLAN HEADER PORCH POST AT STRAPS EPDXIED 6" MIN VIEW OF ELEVATION VIEW OF HEADER PORCH HEADER POST PLATE w/ 4-0.1310" AT POST w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD INTERIOR TYPICAL PORCH FRAMING DETAILS SW -2 SHEARWALL. COMMON. ALTERNATE D AL SHEARWALL ATTACHMENT AT ROOF £,t FLOOR 5-16d NAILS EXTERIOR WALL SO.1 WALL STUDS AT 16" O.C. ROOF TRUSS. 2x4 SYP#2 HORIZ. BRACING 0 24" O.C. BETWEEN OUTER WALL - & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.1310" NAILS (TYP') FLOOR TRUSS 2x4 SYP#2 DIAGONAL FASTEN EA. END w/ -- ---_ 3-10d COMMONS CEILING WALL FRAMING LINE INSTALL FLOOR TO FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL. SYP#2 2x4 NAILER FASTENED TO TRUSS BOT. CHORD w/ 0.1310" 0 3" O.C. FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF TRUSS. SDWC 15600 SHEATHING FASTENED TO/ -0 32" O.C. TOP PLATE w/ 10d 0 3" O.C.SCREWS � 2x SYP#2 CONT. ATTACH 16" MAX. SHEARWALL OSB WALL TO TOP PLATE AND TRUSS SHEATHING w/ 0.131x3" 0 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL "E B ALTERNATE C ALTERNATE G WALL STUDS AT 16" O.C. R00� TRUSS -1 � � ROOF TRUSS -J SYP 2 LEDGER ATTACH DBL. SYP 2 LEDGER J t -4-L TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-'/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/+"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 202 w/ 12-0.131x3" LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. wHEN 8 LEDGERG�O NNECTION TRUSS TOLDCONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY WASHER COMMON NAILS AT 3" O.C.(TYP) SHEATHING 2x4 SPF#2 -\ BLOCKING ROOF MEMBER SHEARWALL NOTES: 1. AT ROOF TRUSS, CONTRACTOR MAY CHOOSE A,B,C,D, OR G. 2. USE ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRUSSES. 3. USE ALTERNATE E & F FOR FLOOR TRUSS ATTACffiffM___Jj 2x4 BLOCKING. FASTEN 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, EACH END TOENAILS FASTEN TO ROOF FRAMING BELOW w/ 4-12d NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. fNA SON H3 w/ 10-8d COMMON FROM RAFTER TO LEDGER THESE STRAPS LEDGER TO ROOF MEMBER. MAY BE OMITTED WHEN OVERFRAME TO BOTH H3 ABOVERAFTER LENGTH IDE MTS12 Q$ CS16 DIRECTLY LESS THAN 4'-0" BETWEEN OVERFRAMING RAFTER AND ROOF MEMBER. IPROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. DECK LEDGER AT OVERFRAME RAFTERS D)@ USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. D N A FULL HEIGHT 0 Q yX�j_ ANCHORING SPECIFICATIONS 1 DOUBLE FULL- HT. SOLE FULL HT. TOP PLATE. ANCHOR UPLIFT PATE DOUBLE TOP 10d 04"O.C. CONNECTOR L ANCHOR C PLATE _ FLOOR ROD 0 WOOD PLATE HOLE 2x4 SPF#2 CONTINUOUS WASHER SPEC. EMBEDMENT DEPTH TRUSS. - WALLS D '/2"0 '/2"0 LEDGER FASTENED 4" 4" AO OR Post. 3'4'0 /ie " OSB 3x3x'/4" 7.5" 12" TRUSS WEBS WITH­ I PORCH PARALLEL BLO KING MONO STEM THREADED ROD w/3-0.1310" PORCH POST, PER PLAN. PA EL SEE PLAN FLOOR COMMON. I STRAPS 24" 16 GUAGE POST BASE: FRAMING POST 24" 16 GUAGE 4x4 POST- STEEL COUPLER BELOW STRAP w/11- 6x6 POST' ABU66 BRACE IS NEEDED, OVERLAP BRACE 10dx1)¢" EA. END FASTEN CATS EACH ENDw/ AS SHOWN, 2x4 SYP#2 CATS AT 12 FULL HT AS NEEDED) PORCH HEADER, 7AAT o' 3-0.131x3" NAILS 0 6" O.C. ANCHOR HTS16 O.C. FASTENED TO TOP STRAPS SILL PLATE AT TOP PLATE PLAN PORCH CORNER VIEW OF PLAN HEADER PORCH POST AT STRAPS EPDXIED 6" MIN VIEW OF ELEVATION VIEW OF HEADER PORCH HEADER POST PLATE w/ 4-0.1310" AT POST w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD /z1 TYPICAL PORCH FRAMING DETAILS SHEARWALL OR COMMON. 5-16d NAILS EXTERIOR WALL TEE NATE E (TYPICAL) ALTERNATE F WALL STUDS AT 16" O.C. R00� TRUSS -1 � � ROOF TRUSS -J SYP 2 LEDGER ATTACH DBL. SYP 2 LEDGER J t -4-L TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-'/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/+"0x6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 202 w/ 12-0.131x3" LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. wHEN 8 LEDGERG�O NNECTION TRUSS TOLDCONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY WASHER COMMON NAILS AT 3" O.C.(TYP) SHEATHING 2x4 SPF#2 -\ BLOCKING ROOF MEMBER SHEARWALL NOTES: 1. AT ROOF TRUSS, CONTRACTOR MAY CHOOSE A,B,C,D, OR G. 2. USE ALTERNATE A. AT EXTERIOR WALLS ENDING BETWEEN ROOF TRUSSES. 3. USE ALTERNATE E & F FOR FLOOR TRUSS ATTACffiffM___Jj 2x4 BLOCKING. FASTEN 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, EACH END TOENAILS FASTEN TO ROOF FRAMING BELOW w/ 4-12d NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. fNA SON H3 w/ 10-8d COMMON FROM RAFTER TO LEDGER THESE STRAPS LEDGER TO ROOF MEMBER. MAY BE OMITTED WHEN OVERFRAME TO BOTH H3 ABOVERAFTER LENGTH IDE MTS12 Q$ CS16 DIRECTLY LESS THAN 4'-0" BETWEEN OVERFRAMING RAFTER AND ROOF MEMBER. IPROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. DECK LEDGER AT OVERFRAME RAFTERS D)@ USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. D N A FULL HEIGHT 0 Q yX�j_ ANCHORING SPECIFICATIONS 1 DOUBLE FULL- HT. SOLE FULL HT. TOP PLATE. ANCHOR UPLIFT PATE DOUBLE TOP CHART CONNECTOR L ANCHOR C PLATE E SEE PLAN ROD 0 WOOD PLATE HOLE - WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE - WALLS D '/2"0 '/2"0 2x2x'/e" 4" 4" AO OR Post. 3'4'0 3/4"0 3x3x'/4" 7.5" 12" FULL HEIGHT I PORCH PARALLEL HEADER & SUPPORT MONO STEM THREADED ROD TO WALL PORCH POST, PER PLAN. 1 (2)MSTA24 SEE PLAN IELEVATION TO WALL I STRAPS 24" 16 GUAGE POST BASE: STRAP w/11- POST 24" 16 GUAGE 4x4 POST- STEEL COUPLER BELOW STRAP w/11- 6x6 POST' ABU66 BRACE IS NEEDED, OVERLAP BRACE 10dx1)¢" EA. END (OPTIONAL, LOCATE AS SHOWN, FULL HT AS NEEDED) PORCH HEADER, 7AAT o' ANCHOR HTS16 STRAPS SILL PLATE AT TOP PLATE 1 FLOOR FRAMING FULL HEIGHT Or THREADED ROD - FOUNDATION, SEE PLAN PER PLAN. EMBEDMENT DEPTH O FULL HEIGHT ANCHOR INSTALLATION CHART THREADED A C QD E F ROD 0 WOOD PLATE HOLE CONCRETI. HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/2"0 '/2"0 2x2x'/e" 4" 4" 2" 3" 5/8 3'4'0 3/4"0 3x3x'/4" 7.5" 12" 2)z" 3" I PORCH PARALLEL HEADER & SUPPORT MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTA 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SY TEM SO.11 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x )b" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE 'A" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SEgJtUED OVER THE WASHER 70 A SNUG -TIGHT CONDITION PUTS O!E-HALF TURN OF A STANDARD 111110404 (APPRO)SIATELY 30 FT. -LBS OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILONrG OONIRACIUSUS SMALL RE -701M NUT TC 30 FT° -LBS OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TIO 1011LATUON° EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS 6-10d COMMONS 2X4 T -BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/10d COMMONS 0 6" ON -CENTER SW 8d03"/6" SW 8d®3"/6" PERFORATED SHEARWALL SEGMENTED SHEARWALL QA - UPPER TO LOWER STUDS QA -UPPER To LOWER STUDS SW 8d03/6: (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS END STUDS TO FOUNDATION END STUDS TO FOUNDATION W 8d03/6: HTT5 OR HDU5 SW 8d03/6: HTT5 OR HDU5 SOLE PLATE ANCHORS SOLE PLATE ANCHORS EE SCHEDULE ON DETAIL 3/SO.0 EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 1. PROVIDE 346" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. 7- PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 6 TYPICAL SHEARWALL ELEVATION PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. ROOF TRUSS 2X6 ANGLE BRACE a 4-12d TOE NAILS (TYP.) i 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. END BRACING 1. SPACE GABLE END BRACING 0 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 " FULL HEIGHT ROD TEN HD R TIGHT PLATE ON TITEN HD ROD COUPLER )DS - THD37634RC (%"x6Y'4") %" FULL HEIGHT ROD ALTERNATE ATTACHMENT L 2x4 SYP#2 OUTLOOKERS 0 24" O.C. H3 a H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. _ WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK 0 EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.1310" TOE NAILS 0 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE LSTA12 0 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 0 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d MINIMUM 2 PLY MINIMUM STUD 2 PLY AT 2ND STORY STUD STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) - 6" SEE DETAIL 5/S0.1 FOR 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER PLATE EA. TRUSS. FASTEN TO TOP FASTENED TO TOP el PLATE w/ 10d 0 4" O.C. PLATE w/ 10d 0 3" O.0 8 -GUN NAILS ;I HEADER, PORCH SHEATHING, HEADER • SEE SPECIFICATIONS SEE PLAN. FULL HEIGHT J ELOW ANCHOR OR DTT2Z BRACING APPLIED TO I PORCH PARALLEL HEADER & SUPPORT MIN. (2)2x4 WOOD BASE OF POST TO WALL PORCH POST, PER PLAN. 1 (2)MSTA24 PERPENDICULAR TO WALL I STRAPS 24" 16 GUAGE POST BASE: STRAP w/11- POST 24" 16 GUAGE 4x4 POST- 10dx1)2" EA. END BELOW STRAP w/11- 6x6 POST' ABU66 BRACE IS NEEDED, OVERLAP BRACE 10dx1)¢" EA. END AS SHOWN, PORCH. PORCH HEADER, - SLAB o' SEE PLAN HTS16 STRAPS MSTA24 ROD PLAN PORCH CORNER VIEW OF PLAN HEADER PORCH POST AT STRAPS EPDXIED 6" MIN VIEW OF ELEVATION VIEW OF HEADER PORCH HEADER POST AT PORCH SHEATHING SPECIFICATIONS: (OR GREATER) OSB OR PLYWOOD, AT POST w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD /z1 TYPICAL PORCH FRAMING DETAILS SW 8d03"/6" SW 8d®3"/6" PERFORATED SHEARWALL SEGMENTED SHEARWALL QA - UPPER TO LOWER STUDS QA -UPPER To LOWER STUDS SW 8d03/6: (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS END STUDS TO FOUNDATION END STUDS TO FOUNDATION W 8d03/6: HTT5 OR HDU5 SW 8d03/6: HTT5 OR HDU5 SOLE PLATE ANCHORS SOLE PLATE ANCHORS EE SCHEDULE ON DETAIL 3/SO.0 EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 1. PROVIDE 346" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. 7- PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 6 TYPICAL SHEARWALL ELEVATION PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. ROOF TRUSS 2X6 ANGLE BRACE a 4-12d TOE NAILS (TYP.) i 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. END BRACING 1. SPACE GABLE END BRACING 0 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 " FULL HEIGHT ROD TEN HD R TIGHT PLATE ON TITEN HD ROD COUPLER )DS - THD37634RC (%"x6Y'4") %" FULL HEIGHT ROD ALTERNATE ATTACHMENT L 2x4 SYP#2 OUTLOOKERS 0 24" O.C. H3 a H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. _ WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK 0 EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.1310" TOE NAILS 0 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE LSTA12 0 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 0 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d MINIMUM 2 PLY MINIMUM STUD 2 PLY AT 2ND STORY STUD STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) - 6" SEE DETAIL 5/S0.1 FOR DBL. TOP MAX4 DIAPHRAGM ATTACHMENT PLATE WHERE APPLICABLE SEE PLAN el (1)MSTA24 STRAPS PORCH 8 -GUN NAILS ;I HEADER, I�---------- • SEE PLAN. FULL HEIGHT ANCHOR OR DTT2Z BRACING APPLIED TO SW 8d03"/6" SW 8d®3"/6" PERFORATED SHEARWALL SEGMENTED SHEARWALL QA - UPPER TO LOWER STUDS QA -UPPER To LOWER STUDS SW 8d03/6: (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS END STUDS TO FOUNDATION END STUDS TO FOUNDATION W 8d03/6: HTT5 OR HDU5 SW 8d03/6: HTT5 OR HDU5 SOLE PLATE ANCHORS SOLE PLATE ANCHORS EE SCHEDULE ON DETAIL 3/SO.0 EE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 1. PROVIDE 346" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. 7- PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.0 6 TYPICAL SHEARWALL ELEVATION PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. ROOF TRUSS 2X6 ANGLE BRACE a 4-12d TOE NAILS (TYP.) i 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. END BRACING 1. SPACE GABLE END BRACING 0 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 " FULL HEIGHT ROD TEN HD R TIGHT PLATE ON TITEN HD ROD COUPLER )DS - THD37634RC (%"x6Y'4") %" FULL HEIGHT ROD ALTERNATE ATTACHMENT L 2x4 SYP#2 OUTLOOKERS 0 24" O.C. H3 a H2.5T HURRICANE CLIP 0 EA. OUTLOOKER TO TRUSS. _ WALL SHEATHING UP GABLE END TRUSS. 2X4 #2 SYP BLOCK 0 EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.1310" TOE NAILS 0 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE LSTA12 0 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 0 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d MINIMUM 2 PLY MINIMUM STUD 2 PLY AT 2ND STORY STUD STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) - 6" CONNECTION CALL OUT DBL. TOP MAX4 NOTCH HEADER PLATE BELOW TOP PLATE SEE PLAN el (1)MSTA24 STRAPS PORCH 8 -GUN NAILS ;I HEADER, TO • SEE PLAN. FULL HEIGHT ANCHOR OR DTT2Z BRACING APPLIED TO HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. TO PORCH HEADER. DOUBLE TOP PLATE WALL SHEATHING STUD WALL FRAMING 8d COMMON WIRE NAILS A/ 2x SOLID HW BLOCKING TO BLOCKING 0 3" O.C. I EDGE � I 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) PERPENDICULAR TRUSS DETAIL B ,,,,, , LSTA12 FOLDED OVER TOP PLATE w/5 -10d NAILS INTO INTO BEAM. SPACE NTO TOP PLATE & 5-10d 0 48" O.C. OMIT IF WALL SHEATHING IS INSTALLED ON FACE OF BEAM 8 -GUN NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST OPTION B BELOW. & (1) ADJ. TO PORCH HEADER. r-3-1 TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T.- STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING I POST BELOW WITH STRAPS WHEN FULL HLIUHI ANCHORS ARE NOT USED SHEATHING STUD WALL FRAMING w/ 2x SOLID BLOCKING 8d COMMON WIRE NAILS � � � � AT SHEATHING EDGE TO BLOCKING 0 3" O.C. I ROOF TRUSS OR JOIST-',,'\� - ­/�\,FOR PERPENDICULAI TRUSS CONNECTION CONTINUOUS 2x6 SYP#2 SEE DETAIL B ABO LEDGER FASTEN WITH 5-0.1310" EA. STUD. PARALLEL TRUSS DETAIL A WALL ADJ. TO ROOF CONNECTION SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER TIE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MUI TIPI F RRACFn TRUSSFS_ AS INnICATFD IN TRUSS SPFCIFICA nnNS SIMPSON DTT2Z w/8- Y4"x1Y2" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS 'LY EADED OXIED J MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- 0.1310" GUN NAILS SIMPSON DTT2Z W/8- Y4"x1Yz" SDS SCREWS THREADED ROD EPDXIED 4" MIN OR Xx6" TITEN HD HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR (1)DIAGONAL BRACE PER B SEE PLAN C (2)CS16 STRAPS (4) TRUSSES APPLIED TO BACKSIDE OF WEB. BRACING APPLIED TO FRONT SIDE OF WEBS. CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. LE MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN, SIMPSON DTT2Z w/8- Y4"x1Y2" HTT5 SDS SCREWS ALTERNATE FOR ALTERNATE FOR FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS 'LY EADED OXIED J MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- 0.1310" GUN NAILS SIMPSON DTT2Z W/8- Y4"x1Yz" SDS SCREWS THREADED ROD EPDXIED 4" MIN OR Xx6" TITEN HD HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 0 32" O.C. B SEE PLAN C (2)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE BRACING NOTES AND SPECIFICATIONS TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) ip 2.)BRACING LUMBER SHALL INTERSECT I°I THE WEB OF THE BRACED TRUSS, PER I°I DELEGATED TRUSS ENGINEER. II J I 3.)PERMANENT PERMANENT BRACING °I WHERE NOTED ON TRUSS MFR. SHOP °I DRAWINGS. THE CONTRACTOR SHALL II PROVIDE 1x4 SYP#3 OR BETTER T -BRACE FASTENED TO I°I BOTTOM CHORD BRACING WEB w/ 12d 0 6-O.C.II PERPENDICULAR TO TRUSS BOTTOM T -BRACE TO BE THECHORDS AND ATTACHED TO EACH SAME SIZE, SPECIES, I°I TRUS WITH 2-8d COMMON NAILS. AT AND GRADE AS WEB II GABLE END WALLS PROVIDE DIAGONALS TO BE BRACED. I°I AT END WALLS PROVIDE DIAGONALS JJ (APPROXIMATELY 45%) TO THE °I ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING !o MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE GIRDER TRUSS TO SISTER A OR BEAM 36" LONG STUD FASTEN w/12- 0.1310" GUN NAILS (2)MTS12 0 o SIMPSON FULL HEIGHT LTT208 THREADED ROD WITHIN 6" OF GIRDER (SEE PLAN) )�" THREADED ROD EPDXIED 4" MIN OR HOLD DOWN ATTACHMENT DETAIL GIRDER TRUSS OR BEAM (2)MTS12- .5T `-(2)H2.5T MINIMUM 2 PLY AT 2ND STORY STUD STUDS PROVIDE 2 CS18 STRAPS AT BASE OF STUDS }¢x6" TITEN HD (FLOOR TO FLOOR) MINIMUM 2 PLY HOLD DOWN SEE PLA STUD" ROD = DTT2Z ROD = HTT5 BUILT-UP POST, BUILT-UP POST, SEE PLAN. SEE PLAN. OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONAL WHEN is GIRDER / BEAM STRAPPING THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LL.tLlILLltLOfliftllteg��a IE RJ N'- .� 61� ° co :. ST OF ; Q 4 OR Christopher I Sabourin PE FL PE#71461 PLAN NAME 229 PINE ST DATE 05.31.18 SSE No. JBL -18-0040 ISSUE DATE PERMIT 05.31.18 REVISIONS DATE I OFFICE CON FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R TYPICAL FRAMING -� DETAILS SHEET so.] SHEET 2 OF 8 NEW 4" CONCRETE SLAB W/ 4 FIBERMESH @ 1.5 LBS/CU.YD. 51.01 OF CONCRETE OR 6X6 W1.4XW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE. F_ I I I EXISTING STEMWALL FOOTING. CONTRACTOR TO VERIFY FOOTING IS I 10"x16" MINIMUM I I I I I I I I I I I I I I I I I I I I I L_ L — — FOOTING SCHEDULE AND NOTES Z INFORMATION HAVE BEEN DESIGN INCL STRUCTURES SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY TYPE LENGTH WIDTH DEPTH BOTTOM BARS 20f'4 2'-0" 2'-0" 1'-0" 3—#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3—#5 EA. WAY BOT. U � N N VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR F3.0 3'-0" 3'-0" 1'-0" 3—#5 EA. WAY BOT. SHALL VERIFY BEFORE BEG DISCREPANCIES ACTUAL FIE DAMAGED E ISTING ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING NNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY STRUCTURAL MEMBERS DISCOVERED DURING F3.5 3'—s" 3'-6" 1'-0" 4—#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'—a" 4—#s EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4—#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY ,REFERENCE ONLY. BRACING/SH RING, TEMPORARY SUPPORT AND OTHER SUCH ITEMS OR OTHER 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CON TRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. EXISTING " S G 4 CONCRETE SLAB 0 0 NEW INTERIOR CONCRETE FOOTING SEE DETAIL 0o O j7'_- EXISTING 4" CONCRETE SLAB SLIDING GLASS DOOR FRAMES MUST BE RECESSED SEE ARCHITECTURAL PLANS FOR LOCATON OF SLIDING GLASS DOORS. 2 S1.0 5 1 '_ 3 I 5, I �77 , <� I EXPANSION MATERIAL BETWEEN NEW SLAB AND EXISTING STEMWALL tttt� ttttttttsmtttnmwtt��rt�t�o�s! ■ �lwi �w I I - I EXISTING STEMWALL I FOOTING. i.111—CON TRACTOR TO VERIFY FOOTING IS 10"x16" MINIMUM EXISTING STEMWALL FOOTING. CONTRACTOR TO VERIFY FOOTING IS 10"x16" MINIMUM I 4 S1.0 EXPANSION MATERI BETWEEN NEW SLAI AND EXISTING STEMWALL MONO FOOTING TO STEMWALL W/ (2) #5X30" DOWELS EPDXIED 6" MIN. NEW 4" CONCRETE SLAB W/ FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6X6 W1.4XW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE. k SYMBOLS LEGEND — — — — — DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE ® INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS FOUNDATION PLAN SCALE: 1/4" = 1'-0" OFFICE COQ' wee°ttt ru:e,; ENS �:• 461 .� t OF T OP °a •. ;c ��.°°: civ � 0 t jj 'rlfl!s, ti StNy3 Christopher I Sabourin PE FL PE#71461 PLAN NAME 229 PINE ST DATE 05.31.18 SSE No. IBL -18-0040 ISSUE DATE PERMIT 05.31.18 REVISIONS DATE Z O Z LO x � 0 r-, W P z 'A '7 f3i �W a x U wee°ttt ru:e,; ENS �:• 461 .� t OF T OP °a •. ;c ��.°°: civ � 0 t jj 'rlfl!s, ti StNy3 Christopher I Sabourin PE FL PE#71461 PLAN NAME 229 PINE ST DATE 05.31.18 SSE No. IBL -18-0040 ISSUE DATE PERMIT 05.31.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOUNDATION PLAN SHEET SLO SHEET 3 OF 8 w w Z x � U r-, W w Z G� � a U � N N FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOUNDATION PLAN SHEET SLO SHEET 3 OF 8 EXISTING SLAB ON GRADE EXISTING I NEW 4" CONCRETE SLAB w/ FIBE MESH @ 1.5 LBS/CU.YD. OFC NCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE. ) EP XY RIZ0 TAL ' OC (TYP) RED DEAD EPCON G5 PDXY 1 EW SLAB TO EXISTING FOOOTI S1.01 CALE: 3/4"=1'-0" WALL FRAMING STEP, SEE ARCH. PLAN. LAB ON RADE -�-, �__.�r.: EE PLAN. \\�\ 3,> "x1 " 1—STORY, w/(2)#5 CONT. 8"x20" 2—STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP -D WN S1.0 WALL FRAMIN EXISTING SLAB ,MAX 5„ IN. 1 1— ^„ FOOTING REPAIR POST AND ANCHOR, SEE PLAN #3x20" LONG DOWEL BARS EPDXIED 4" INTO EXISTING SLAB @ 24" 0. C. CONCRETE FOOTING w/ 2-#5 1" DEEP SAWCUT w/ SLAB ON GRADE, ELASTOMERIC SEALANT LSEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. SAW CUT DETAIL THICKENED EDGE w/ 1—#5 CONT. ,,— 1 #5 CONT. �0 0, --8"x8"_ [DETAIL 9A THICKENED SLAB SLAB ON GRADE, SEE PLAN. OFFICE copy R J. ,o STATE OF 4 OR '�+��iiP�t7dt1111111411??�1 . Christopher 1Sabourin PE FL PE#71461 PLAN NAME 229 PINE ST DATE 05.31.18 SSE No. IBL -18-0040 ISSUE DATE PERMIT 05.31.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EOR FOUNDATION DETAILS SHEET S1.01 SHEET 4 OF 8 O O" w InZ N M U U N p Zu�� oUa �N U R J. ,o STATE OF 4 OR '�+��iiP�t7dt1111111411??�1 . Christopher 1Sabourin PE FL PE#71461 PLAN NAME 229 PINE ST DATE 05.31.18 SSE No. IBL -18-0040 ISSUE DATE PERMIT 05.31.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EOR FOUNDATION DETAILS SHEET S1.01 SHEET 4 OF 8 (2)2x6 KING STUDS (2)2x6 JACK STUDS (2)2x STUD CORNER P.T. SOLE PLATE SOLE PLATE ANCHOR OVERLAP SIDEWALL TOP PLATE GARAGE HEADER ALWAYS PLACE HEADER AT TOP OF ROUGH (2)209a STRAPS OPENING HEADER TO JACK HT15 W/ 5/8" THREADE1 ROD EPDXIED 12" A ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEARWALLS 24" O.C. - d e SOLE PLT 0 N4 WHEN NOTED ON PLAN SEE NOTE 2 U a a N W ^ x a a a 4 .a . 4 a a H TT5 w/ 5/8" THREADED R D 1-0 EPDXIED 12" GARAGE FLOOR SOLE PLATE ANCHOR THICKENED SLAB EDGE AT GARAGE OPENING. GARAGE WING WALL ELEVATION 1 GARAGE HEADER FRAMING S1.1 GOAL POST. FASTEN TO STUD PACK WITH 2 -ROWS OF 16d RING SHANK NAILS @ 12" O.C. ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO STUD PACK, PER GARAGE DOOR SUPPLIER H TT5 w/ 5/8" THREADED ROD EPDXIED 12" GARAGE WING WALL SE( NOTES: 1. ALWAYS PLACE GARAGE HEADER AT TOf 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL 2/SO.1 (TYP.). SEE DETAIL 3/SO.1 FOR BEAM CONN. (TYPICAL). SIMP N -2 HANGf R I N r - - - - N I� 3 -PLY 12" LVL -2/2 STRAP HEADER_ PER DETAIL 7/S0.1. i SHEATHING AT 00II`Clnr rnrE x D OF WALL n i N X N N I SW: 3/6 3 -PLY 12" LVL -2/2 I STRAP HEADER PER DETAIL 7/S0.1. FASTEN TOP OF WALL PER DETAIL 5E/S0.1. „ (2)2x10-1 /2 2)2x10-1 /2 O FASTEN TOP OF WALL PER ,� DETAIL 5E/S0.1. 0 OSB WALL SHEATHING. (3)2x6 SPF#2 (3)2x6 SPF#2 -POST. POST.- - BEAM BM1 ABOVE_ 11(2)2x8-1 YJUJ (2)2x8-1 /1 (3)2x12 T1s 6x6 P.T. SYP#2 POST (3)2x12-2/2 _ W/ABU66. SEE DETAIL 2/SO.1 (TYP.). noL SEE DE 1/S1.1. FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" MB S ATHING AT INSIDE E I N I I N N SEE DETAIL 3/SO.1 FOR BEAM CONN. (TYPICAL). SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEARWALLS 24" O.C. (SW 3/6) REVISIONS SOLE PLT 0 N4 WHEN NOTED ON PLAN SEE NOTE 2 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT ® 36" = 36" ON -CENTER SPACING SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. BEAM OR TRUSS, SEE PLAN ® INTERIOR LOAD BEARING WALL ANCHOR LEGEND X" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 A307 DIAMETER THREADED RO TER (95 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/SO.1 • SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON L17208 SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 0 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. 4L MAX 2x4 SPF#2 0 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 ® 16" O.C. 14'-0" INTERIOR 1 *-0" 2x4 SPF#2 ® 16" O.C. AX INTERIOR 12''0" 2x6 SPF#2 ® 16" O.C. QC MAX 2x4 SPF#2 0 12" O.C. S7W NOTES 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1 /SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 GENERAL NOTES 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS, 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS OFFI CL V DATE PERMIT O� O °z �U N� REVISIONS w 4U ~ ~ U O cn c N W ^ x U IwA +dee• S� i OG ` O Christopher J Sabourin PE FL PE#71461 PLAN NAME 229 PINE ST DATE 05.31.18 SSE No. JBL -18-0040 ISSUE DATE PERMIT 05.31.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FIRST FLOOR '. FRAMING PLAN SHEET SHEET 5 OF g POST, SEE PLAN SET ONE JOIST EACH SIDE OF UPPER POST SET POST DIRECTLY ON BEAM BELOW, STRAP w/ 2—CS18 RIMBOARD BEAM SEE PLAN POST, SEE PLAN S1.2 HANDRAIL BY OTHERS Kt F TO �J(CIS2 SLOPE FLOOR SHEATHING JOIST, SEE,/ LUS 10FLOOR JOIST PLAN HAN ER OR TRUSS SDWC15600 EA JOIST LEDGER INSTALLED OVER SHEATHING. SEE PLAN LCONY SECTION WALL FRAMING C2, FLOC OR TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" _EDGER. FASTEN TO SES WITH 131x3" 0 z� 00 0 1:2 -JW QfW- Y¢LIJ� a LIJ I n Y O p J _J U- n O m 0 J n L` TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED 2x12 LEDGER. FASTEN TO TRUSSES WITH 4—Y4%6" SDS SCREWS Hanger Schedule Hanger Qty HTU26 25 THA422 13 LVL Schedule Beam Span Depth Plies BM 1 20 16" LVL 13 SYMBOLS LEGEND HTS16 I DESIGNATES UPLIFT CONNECTION, FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS TOP PLATE TO STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC STUD DIRECTLY BELOW TRUSS SDWC15600 Rafter to Top Plate shown Truss to Top Plate similar Optimal 22)� 30' Y2"Max TOP PLATE TO STUD SDWC15600 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECT L LLAI BELOW TRUSS SDWC15600 Reference detail 2a for installation anqle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) JISTUD NOT DIRECTL ®Do not install SDWC in hatched area SDWC15600 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE 14'" minimum edge distance for full values (with or without a plate splice) Y.' from top plate . f splice Offset for full values Rafter or Truss Splice may be in upper or lower plate SDWC AT TOP PLATE SPLICE STUD NOT DIRECTL OFFICE COPY Christopher I Sabourin PE FL PE#71461 PLAN NAME 229 PINE ST DATE 05.31.18 SSE No. JBL -18-0040 ISSUE DATE PERMIT 05.31.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.OR_ FLOOR TRUSS PLACEMENT PLAN SHEET SHEET 6 OF g O � O M� N LO Un Cn ti O ,� N Coo ti U Christopher I Sabourin PE FL PE#71461 PLAN NAME 229 PINE ST DATE 05.31.18 SSE No. JBL -18-0040 ISSUE DATE PERMIT 05.31.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.OR_ FLOOR TRUSS PLACEMENT PLAN SHEET SHEET 6 OF g UC4 I 00 x N r (2)2x6-1 /1 I (2)2x6-1 /1 M CIM, `Mr-TAll•v" 4x4 P.T. SYP#2 POST SET ON BEAM BELOW. STRAP TOP AND BOTTOM WITH 2-CS16 SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" O Z OOQ %-0J� J Q � I W Cn (L LLJZ a Y O O ---1 _J LL- cf) O p0 O LiJ U) LL SEE DETAIL 3/S0.1 FOR BEAM CONN. (TYPICAL). SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & TAHE/DERG STUDS NEEDED BEAM OR TRUSS, SEE PLAN ® INTERIOR LOAD BEARING WALL ANCHOR LEGEND x-%" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 ® %" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 / %" A307 DIAMETER THREADED l J�r� 5 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/S0.1 • SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT20B SEE DETAIL 15/SO.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 91-1+ 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. gt MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10 -1 TO 14'-0" 2.6 SPF#2 ® 16" O.C. INTERIOR 10'-0" MAX 2x4 SPF#2 ® 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. QL MAX 2x4 SPF#2 ® 12" O.C. STUDS'1UD 90 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS I COMBINED USE PANEL NOTES I 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 I GENERAL NOTES I 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS I CS -18 STRAPPING DETAIL I CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. 0 WALL FRAMING w 0 w � J NO NAILS REQUIRED FLOOR IN CLEAR SPAN TRUSSES OR JOIST. WALL FRAMING w 0 z o� CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. OFFICE COPS' Christopher J Sabourin PE FL PE#71461 PLAN NAME 229 PINE ST DATE 05.31.18 SSE No. JBL -18-0040 ISSUE DATE PERMIT 05.31.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R SECOND FLOOR FRAMING PLAN SH LET S1.3 SHEET 7 OF 8 (2)F TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" NOTE: ROOF FRAMING SHALL BE CONSTRUCTED WITH PRE-ENGINEERED ROOF TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER. THE CONTRACTOR SHALL SUBMIT THE TRUSS DESIGN TO THE EOR FOR APPROVAL PRIOR TO CONSTRUCTION. THIS PLAN SHOWS TRUSS ORIENTATION AND BEARING WALLS. SYMBOLS LEGEND HTS16 I DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/Z" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS TOP PLATE TO STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar TOP PLATE TO STUD SDWC15600 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions_ SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTL [L"j BELOW TRUSS SDWC15600 detail 2a for installation SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) limit STUD NOT DIRECTL )o not install SDWC in latched area SDWC15600 SDWC INSTALLATION RANGE h"" minimum edge distance for full values (with or --- without a plate splice) A" from top plate splice Offset for full values Rafter or Truss Splice may be in upper or lower plate SDWC AT TOP PLATE SPLICE STUD NOT DIRECTL OFFICE COPY Christopher J Sabourin PE FL PE#71461 I PLAN NAME 229 PINE ST DATE 05.31.18 SSE No. JBL -18-0040 ISSUE DATE PERMIT 05.31.18 REVISIONS DATE FIELD ALTERATION CUN I KAC I OR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ROOF TRUSS PLACEMENT PLAN SHEET SIA SHEET 8 OF 8 1 � I -D o U ° z �Uw 4 ULP ~U = = O CO Ua CN 0 N � �w x U Christopher J Sabourin PE FL PE#71461 I PLAN NAME 229 PINE ST DATE 05.31.18 SSE No. JBL -18-0040 ISSUE DATE PERMIT 05.31.18 REVISIONS DATE FIELD ALTERATION CUN I KAC I OR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ROOF TRUSS PLACEMENT PLAN SHEET SIA SHEET 8 OF 8 1 �117469 L AMP SHO KING BOUNDARY SETIM7 0"'UP LOT BLOCK AS S.Hr0'irRV ON LUIP OF AS RECORDEO IN PLAT BOOK--t�-- PAGES OF THE PUBLIC REI --ORDS Of- DUIVAL COUNTY F-LOMDA Cal OFFICE COPY NE" ay. amey— :-Alr. FM MWEV-M 10LAVrN=ej, A, - 4"A -F IK 2 Ate tV4WJ,WjWAUl) -AV 91C Fi. 000 ZONE 0A N DrVO ten vfPC(,�1V IS OF ME o'AAlr, NOT VAUD UNLESS EMBOSSED WTH SEAL Or THE UNDER61OWD THE PROPERTY SHOWN HEREON APPEAR" 'TO Ur M THIN 17,1 DOD HAZAR9 _70NE.— n-_- AS SCALED f--RO&,' FLOOD 8411 BA MEADOWS WAY SUITE JZ JACKSCOMLLE, FLOR!DA 32255 (.904) 731-72J5 m%w c-ra (-rT WTH CAP i S 4144) ENCROACHMENTS EXCEPT AS SHOAN AND THA f THE SURVEY SHOWN HEREON MEETS THE MINAWAl TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND 0-9L 8UX4N4; RESUZX77at LAC R/W &W41 -CF -WAY DA TE 14b9 MAP SHOWNG BOMOARY SURVEY 020P AS RECORDED IN PLA r LIOOk PAGE ._..�. _ —. OF 7NE PUBLIC; RECORDS Cif- DU'ML COUNTY; FLORIDA CERTIFIED 1- OR: _ L''.&. ✓' t_. �..7"f . G.. ,_.c?'L_ ._�� ._ _h 4i _ _ _ _ _ .....4.....E� ,.._. �.t-__""'. ,. .n .,,er'-.~`.�d,.r't.•,.! ,.� r•,r�«: r�,-z-..,t1�'- is'?,4. __. QZ 50.00, •®11 �.".op�i • w• Q. ktgNeAY X55 %.: ?Av jN���(tnLcS Gd�Q�� l.a 6 ! t los: r rye,. I R .5J 6{ 6 ! ✓ SHOW A5 A GO(W TES'Y CWL Y ANtJ DOES NO F CONS711WE A COMFiCABON Cr Mi. SAM[-.•. NOT VAUD UNLESS EMBUSSED WITH SEAL GAF THE D Llf4`Sr:O THE PROPE?TY SHOWN HEREON APPEAR WFROM rLC10U 17 - INSURANCE' RA TE MAP_�1 FOR 17IE CITY OF 4'1 L �W-KC 8e y, , , -L C RIGA, 0. -Aa --o TRI—STATE LAND SUA 8411 BAYMEADOWS WAY SUITE jf—Z ,)ACitSU1VWLLE, FLORIDA 32256 (904) 731-7235 LEGUiD a; cc�Ts auv (.SET tiro CAP / iS 4144) IENU Q Nmv CaR. (,:(><vD) 0 ato"s WT A.+iL SL UNC R£STT `CTkV4 LWc fSkil fe ikWT RIW jVGHf--i#--WAY COV. L WACD .40WA ¢ S3twTFuyft AIC AER i:C-V&t"aV4 ;: ?AV (R) MAUJAt U151.M. W2 M. Gmator sr A !Lt 4 Pt ),v 1 HEREBY CER77FY THAT 774E ABOLE LAIVDS WERE SUR'✓EYEO UNDER illy RESPONSIBILE SUPER V19ON ,AND DIRE C RON, THAT THERE ARE NO ENt.ROACHA4ENTS EXCEPT AS SHO1174 .AND IHA r 7HE SURVEY SNOW[4 HEREON MEETS THE MINIMUM 7rCH...7,AL STANDARDS SCT FORTH BY 7HE FLORIDA BOARD OF LAND SLR,.%YOR.; PURSUANT TO SECNON 472.027, FLORIDA STATUTES C:. tt?I7Y, P.L ' Nv. 4144 SCALE: _._� ;?t 1c %' SURvEYO, TA7[ , JF`t DA tr: ivtn • :� ppM�Nr