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338 4TH ST - DRAWINGS 2--011 6x6 PT POST 15'-6" 15'-8° `iY�S/t��✓ W/ Ix BEV.tRIM 6 TO 8X8 4 10"X10° " 6 � .. „ 2/5/16 REAR PORCH CAP 4 BASE TRIM = i 1 Io d) Q tto 0 l;- to w LU � , W o � COVERED FORCN o N o 'I 10'-I" PL I � W u + 4" STEP " , ' (Y Z -r W % 13-8 21'-0 13 0 C1c) w0 v6.. 3 -2 -6u 10'-6" 12Z _ u- 1 01U I U Q LU 16' x 8 Gx S. .D. ' 4 -A } W } I 12 6'- " 3'-I" 4'-2" ~- 21- - V O 0 0. 2'-0.. O U +- LU WINDOWS A 8'-0" Ht �0 ( 0 -w1 V U S 3050 - 8' ht 4020 HS SH 3050 - 8' ht ® u (p ! 4) z ---------------------------------------------- -----------SECOND FLINEUl d O 16 0 O outDooR SH 2860 - 8' hti9 O --- ------------------------------------------- --------- � O � I]- N z � SHOWER - cA z N W (� H UJaI�G- , `" GREAT ROOM d) � O o W- � o O ft ° lo' Hr ua O 10' HT �_ O w U STUDY - ' � rWuw : o O 12'-2" 4'-0" 5'-ro 13'-0° O c'1 01 x3 PAYER � _ PAD -� O I 6i U o Z Z3 - ------- = I m (K O } O O f1C cp � cp � _ z z _ i � 11'-10" 2- �� W BEDROOM #3_ 2 So BEDROOM #4 �, u w u N U 10' HT 10' HT Bath o o 0 ro ' � `� ►n x rr LINEN o 2880 1 U_ 2 80 10 L208 - - - , 2080 O 5' x 8' Fr. Dr. 5-10 = CIA 2-6 4'-4" 1'-4" ` i �� I Z'-8" 2'-2 V2" 1_011 i o O 1-9 " I I U O 2-11 3-5 J mt° FRAMED WINDOW BOX I _ - - - - _ -- I ' 1 oC / 0 Q LINEN `J BELOW SAVE AT 30" AFF �' ` - - '' s 'I' 'I 6'-O° NcA ' CABS PULL DOWN ATTI STAIRS CHAS , Walk-in , I f0 I`0 x DINING I- U t- I Air 10' HT O ° L4UNDR ° # _ o n, I HVA O eQ I I Q (YJ c0 JO ro' ' 6'_6c°�' [ N X-m 4'-to r✓''-8Z, 0) „�° for ceiling break = GLASS N 5-6 2- /� I I U) U_ v 10' H c0 WASH DRY SINK 40 WALL om w ° I I ' I u = Y-111 S WER 0„ OWER m W, ' �' 1-S�Z 3-8 9-0 3'-T �� O ' 'x9' CO L 2x6 WALL _ - - 2x6 WALL i �'-2" � off- / LL 2x6 - - - 2x6 _ _ - - — - - - — - E& 4'-2" 10"10"10"10"10" 2'-2"- - - 4'-10" �/ X Q + u - - - - ' GRANITE TOP W/SEATING ' _o GENERAL FRAMING:/LAYOUT NOTES: w PEP'S ' _ 1 I ON FRAME WALL BELOW APPLICABLE CODES: d1 O +Q�•5" N _ i - ' ' 10' HT Tu �`+ m ' I I 2�i" `n u dl O - - eD = O I I 4-6 I u) - FLORIDA BUILDING CODE 2014 5th EDITION. �- 9 o " V - FLORIDA ACCESSIBILITY GORE FOR BUILDING CONSTRUCTION o, �' I I I ' S-10 _s�� __________----------------- I (CH.1I,F5C-2001) � - Uj x --' , " •-----+ SCJ -FLORIDA FIRE PREVENTION CODE 2001 EDITION 4'-ro cp W _ I Z;i ; I ,` - NATIONAL ELECTRICAL CODE 2008, NFPA 10 - t ' , ' _ ° JI LU" o^ o i n` -NATIONAL FIRE ALARM CODE 2001, NFPA 12 Qlu ' ' Q O - " ' ' ' Iw W V �/N (K wFOYER QIO;� ' ' O ^ O Irn u EXTERIOR WALLS: s 3 a Ul - _ SINK W DW m I, \1J 444 NEW CONSTRUCTION: -2x6 02 SYP w/R-M INSULATION Q �' O ' ® " DISP �/ - 1/16" OSB W/ TYVEK OR EQ. - ~ _ i ev LINEN _ _ - = 10' HT O I I O KITCHEN ------------- -- d Q �p ,� 14' ROOF PL V _ _ ' _ OPEN RAIL �0 I I N 10 HT I d U ZIP-BOARD OPTIONAL -' U ' ' - - D Q 12' CEILINGx PL Ul - ' p - - PER CODE �p �- -HARDILAP SIDING AND TRIM - Z U_ 3 _ , m ® - INTERIOR - 1/2" SHEETROCK - LOFT 248° 2080 ISIS O s � � ° I � I TREAD m O , ® m -' COO TOP W �' x1.5" RSRS B fA i 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S 3 [�� - O io „ , er „ , ° W S ♦.3 ^ SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND M dJ = �✓_O -4 ° N 6-6 , ° , �oBO }0 t O ®m O REQUIREMENTS AND STANDARDS, -9 - O , , Q = ® i UJ CJA D N - - - - - - - - - 1'_tJ `•, - GARAGE DOORS: SERIES 280 DL: 25/PSI TL: 31.5/PSI - i z , (Q - O i n " n — _ N cd — u u " u u - HOUSE-TO-CsARAGE DOOR TO HAVE SELF-CLOSURE MECHANISM 4'-211 11-2 �o-1 3--311 � 10 10 10 ro-11� -CR P - ANTRY -WINDOWS LESS THAN IS AFF TO BE SAFETY GLASS PER i U , FBC-R 2001-308 = - - - - - - - - ' N M -' _ _ _ _ _ _ 2x6 ALL Cr N tt _ 5 x ' c0 `r v `r w _>+ (K 3) INTERIOR FRAMING 2X4 TYP.,2X6 AT PLUMBING AND BEARING _ _ i WALLS > 10' HT. FINISH 1/2" SHEETROCK �� 3- 2626 FG AT 8'-8" HT i' +30 = � 61 caw R SOFT WTR HTR 0) LO _•••MA50NITE GREEN BOARD INSTALLED IN BATH AREA N r x ' LOOP N FLOOR COVERING AND ENTIRE BATH ENCLOSURES ' 4) PLATES: SH 2650 SH 50 5H 5 �; SH 2450 308 FD 2880 ELEC J L6 N O W/ 2 - IT" LITES PANE ' U) U_ N iD - MAIN IST FLOOR: 10'-1-1/8" PL „ I 260 3'-6" 6'-2" 3'-8" 3'-10" -2" 2'-4" 'f'-O" -O" ADOUIS AT 8'-4" HT ' W Ugyp, -FLOOR JOISTS: 18" FLOOR ENGINEERED TJI JOISTS - ' ' I _ ' X Q m i n i u u i 3-2 41-611 4-6 -2 2 I ' I ° 1- W `> - 2ND FLOOR MAIN: Id-1-1/8" PL -->21'-9" TOP PL r COVERED PORCH ' r- I W m m - 2ND RAISED LOFT: 14'-1-1/8" ROOF PL ---> 25'-9" PL , i , Ld "� O 12'-I-/8" CLG PL O 10' Hr I J MASTER BEDROOM = s I I I = - -_r � -GARAGE ROOF PL: 10'-I-1/8° PL +6" DROP O i _ a Q 10'-0 PL HT - �R - - - - - - - } - - - - - - I 04 z .. -FRONT PORCH PL: 10'-1-I/8" PL +4" STEP TO ALIGN o N - - — } _ _ Q Q W/ GARAGE FASCIA - -' I STEP DOWN (1'� (!) - REAR PORCH PL: 10'-1-1/8" PL +4" STEP , co `-Q 15'-4" 2' 8.. 14'-8" •� 2'-0 �4 U 5) - MAIN ROOF PITCH: 6/12, 18" OVERHANG TYP. steps U - FRONT GARAGE 4 [ p � to DECK ' PORCH ROOF: 5/12, OVERHANG 18" TYP. ° 5'-8" 5'-8" ' REAR PORCH ROOF: 5/12,OVERHANG, OVERHANG IS" O 211 to /�� t�� I - ••• ANY AND ALL MANUFACTURED FLOOR TRUSSES,ROOF V'! cn C/ G/ ' m TRUSSES,BEAMS OR FABRICATED MEMBERS TO BE � O 6x6 PT POST I r I LU DESIGNED AFTER ON-SITE DIMENSIONS AND CONDITIONS O O W/ Ix BEV.TRIM TO 8x8 4 10"x10" ' - U REQUIRED FOR SUITABILITY HAVE BEEN VERIFIED. � � ' GAP 4 BASE TRIM N - ' N +-+ =ROOF RAFTERS/JOISTS PER DESIGNS BY �t STRUCTURAL ENGINEER ' dl WINDOWS AT 8'-O" HT Q - METAL ROOF PANELS PER MANUF. SPECS 04 SEGO D FLOOR LINE 1 - 1/16" OSB ROOF DECK W/ 015 FELT TVP. -PEEL-N-STICK UNDERLAYMENT IN RIDGES 4 VALLEYS H 46 SH 2046 " n " i " CAR Cx�R,4C AND 4/12 PITCH AREASO - R-30 ATTIC INSULATION TYP. 2'- 2 '�' 2- 2�' '� N ° O 10'-1-1/8" ROOF PL x 6) FOUNDATION: CMU FOOTING PER ENGINEER 4" " N 3'-4," V-4" 3'_4." 9'-1-1/8" CLG PL VERIFY EXTERIOR BEARING WITH ENGINEER 4"x36"XI6" + 4" STEP DOWN - VERIFY INTERIOR BEARING WITH ENGINEER OUTRIGGER 4'-8" 12'-O" 2'-8" 2'-0 _ 1) INSULATION AREAS TO INCLUDE: �p BRACKETS - - - - ALL EXTERIOR WALLS 6"X36" GE I \ I OUTRICsCsER I % -ALL WALLS ADJACENT TO UNCONDITIONED SPACES BRACKETS - ALL PLUMBING WALLS PULL DOWN ATTIC STAIRS O - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS tD _' tlJ 8) HVAC BY OTHERS z - .Q a �' 9) PLUMBING BY OTHERS 16' X ' Overhead Door 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED 1a � � z STRUCTURAL ENGINEER OR TRUSS MANUFACTURER. z 4: -8" L4 1st FLOOR: 1380 of 21'-4" 2nd FLOOR: 1483 of GOND, SQ FtCx. - 2863 of SHEET. 34'-8" Garage: 600 of 2nd F Ist F Entry Porch: 93 sf Rear Porch: 412 sf _ Total UNDER ROOF: 3,968 of �'�vls ions 2/5/16 REAR PORCH METAL ROOF PANELS 6" VINYL FASCIA BUILDING HEIGHT 8 SOFFITS Q w 4" FRIEZE TRIM 2" LINTEL AND SILL TRIM - 6" REVEAL W/ 4" PANEL - 4" REVEAL Uj NARDILAP SIDING 12 E LOUVERED SHUTTERS w O p N Ilk FRAMED WINDOW BOX �6 4x36x16" WOOD w BELOW SAVE At 3roAFF fY s w LOFT ROOF PL ROOF BRACKETS (L Z dal Q � wQ - - — NARDILAP SIDING .ZQ W W/ 4" CORNER TRIM F � =O LO t CEILING = U p w N - — } w 2N PL - - - - - - - - U 1ff Z d Q O O n u- fQU- d) z _ LUd) 660 - dO (L >- U iv �' o Wy- (LmZ73 t,) :z ti) lu L p � fX4zz IH H R H N p00d) pU m w o OwO � OtK — - - � - I2 - _ 2ND FIN FL U w U c i U (L 01 IST FL PL GARAGE PL op cv 1 cv El IF] O O O O ao � V - - - - - - - - - - - - - -=� - MAIN FIN FL m 10x10 FRAMED POSTS V W/ 6" BASE TRIM Elevation 8 8" CAP TRIM Front 6"x36"x24" WOOD BRACKETS uj LL !.l..t oQ METAL ROOF PANELS S" VINYL FASCIA e SOFFITS 4 FRIEZE TRIM 12 NARDILAP SIDING O 2" LINTEL AND SILL TRIM 6" REVEAL = N W/ 4" PANEL - 4" REVEAL LOFT ROOF PL ; LL NARDILAP SIDING W/ 4" CORNER TRIM W U Q w LOFT CEILING— — ul d a m m r cmc 4& (� ,e 2N PL 0 -1 ^ �. Z Oo O0 FRAMED WINDOW BOX — �� 00 U BELOW SAVE AT 36" AFF \� -< N ' 7 ® 12 flu 2ND FIN F = m N Q w IST FL PL - - - - - - - - Q 1 GARAGE PL Vl 0 N Z _ -- Q MAIN FIN FL - - - - - - - - - - - - - - - - - - d z LH _Z jQ � v 10x10 FRAMED POSTS • W/ 6" BASE TRIM Q Rear l 4 8" CAP TRIM SHEET A - 3 mvvislom 2/5/16 REAR PORCH Q w METAL ROOF PANELS W 0" VINYL FASCIA 12 N w Q # SOFFITS �6 2" LINTEL AND SILL TRIM - 6° REVEAL w ui 4 FRIEZE TRIM W1 4" PANEL - 4" REVEAL Q Z U al LOFT ROOF PL E LOUVERED SHQ UTTERS O Q m w HARDILAP SID NG - - - - - Q w 4x36x16 WOOD LL O -LOFT CEILING ROOF BRACKETS Q Q w d) yj HARDILAP SIDING U -4 � U 2ND PL _ W1 4 CORNER TRIM - _ — _ _ _ _ U tX Z - - q 00 1, 11 Ll............. tY Lu U- ul � z LU d) Q O - - � _ oaoWoo _ � �jUtKn _O 1 ,fI 2ND FIN FL O } O O W - - - - - - �� 12 - \�- -- Uw0d) U (L 5 Q IST FL PL 12" LEDGER TRIM O - - — - GARAGE PL:a Fx/P e O i.Q O V Q� - - - - - - - - - - -� - MAIN FIN FL m 10x10 FRAMED POSTS V W1 6" SASE TRIM 8 8" CAP TRIM FRAMED WINDOW BOX 6"x3(o"x24" WOOD BELOW EAVE AT 30" AFF ]BRACKETS Side1eYatIo W O U-- U - oQ) FRAMED WINDOW BOX 12 BELOW SAVE AT 36" AFF 6 In 1=- N D (y (n 1L N W Q 0) mm M (y) $.� t� (y) '`g Z , (K p 0 All m � V l.lA MEN" } 1� 2ND FIN F Q IST FL PL GARAGE PL ElVl 0 O \Q O - C4 p z O (L MAIN FIN FL - P z 1L � Q (o"x36"x24" WOOD Elevation BRACKETS Rloht 6 SHEET A - 4 �'�vis ions H IGN9 IN , 0 SMITH fRESIDENCE Z W_ T LU oji a w p- Q 4th ' d lu 0 Qz -1 Lot 13, Wo 51ock tlanticBeach W �.4 � > N W- - log Atlantic 58ch Florida olu m � NZ tu ° oa � 0 HANDRAILS PER F15CR311,5.6: GENERAL FRAMING/LAYOUT NOTES: U 4 AL Handrails shall >e provided on at least one side GENERAL INFORMATION: Z N w (� Z � p jX Z N of each continuous run of treads or flights of four or more risers. Z Q Z Z APPLICABLE CODES: FBCR311.8.6.1 - HEIGHT: Handrail height measuredvertically from the sloped 43 6 O plane adjoinin the tread nosing, or finish surface of ramp slope - FLORIDA BUILDING CODE 2014 5th EDITION" - Construction Type: Type VB - O w +- U shall not be les than 34" and not more than 38". - FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION w U p 71 O EXCEPTION: hen fittings are used to provide transition between W_ d W flights, transItfoi from handrail to guardrail, or used at the start of (CH.11, FBC-2001) Unprotected, Unsprinklered >-V N 0 the stair, the handrail height at the fitting shall be permitted to - FLORIDA FIRE PREVENTION CODE 2001 EDITION z w z W z _ exceed the maximum height. 0 > 0 }- o W FBCR311.5.6.2: I Continuity: Handrails for stairways shall be continuous - NATIONAL ELECTRICAL CODE 2008, NFPA 10 U W U d) U (L for the full length of the flight, from a point directly above the top - NATIONAL FIRE ALARM CODE 2001, NFPA '12 - Building IS LOCATED in wind-borne debris region nosing edge o the flight to a point directly above the lowest nosing edge o' the flight. Handrail ends shall be returned or shall terminate in newel or safety terminals. Handrails adjacent to a wall 1) EXTERIOR WALLS: - Structure Height Of Addition 32-211 +/- shall have a space of not less than 1-1/2" between the wall and the NEW CONSTRUCTION: - 2X(o 02 SYP w/R-19 INSULATION handrails. EXC=PTIONS: 1) Handrails shall be permitted to be 4 Stories: 2 Story interrupted by a newel post at the turn and at the top of the flight. - 1116" 058 W/ TYVEK OR EQ, 2) The use of s volute, turnout, starting easing or newell shall ZIP-BOARD OPTIONAL be allowed over the lowest tread. - HARDILAP SIDING AND TRIM - Basic Wind Speed: PER ENGINEER HANDRAIL GfRl= SIZE PER F15CR311.5.6.3: - INTERIOR - 1/2" SHEETROCK All required handrails shall be on to the following types to provide equivalent gran ability. - Wind Importance Factor: PER ENGINEER = i. Type 1: Han rails with a circular cross-section shall have an 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S Exposure Category: PER ENGINEER outside diameter of at least 1-1/4" but not greater than 2". if the handrail is SPECIFICATIONS FOR R/0 SIZE, JAMB SPECS AND WIND not circular its all have a perimeter dimension of at least 4" but not greater U than 6-1/4" with a mx. cross-section of dimension 2-1/4". REQUIREMENTS AND STANDARDS" 2. Type 2: Ha dralls with a perimeter of greater than 6-1)4" shall provide a - GARAGE DOORS: SERIES 250 DL: 25/PSI TL: 31.5/PS1 - Internal Pressure Coefficient: PER ENGINEERS SPECS graspable fing :r recess area on both sides of the profile. The finger recess shall begin with a distance of 3/4" measured vertfcally from the tallest portion - HOUSE-TO-GARAGE DOOR TO HAVE SELF-CLOSURE MECHANISM of the profile. This required depth shall continue for at least - WINDOWS LESS THAN 1$" AFF TO BE SAFETY GLASS PER - SEE STRUCTURAL ENGINEERING SHEETS FOR ALL LU r, 3/8" to a level than in not less than 1-3/4" below the tallest portion of the profile. FBC-R 200-1-305 L , V The minimum width of the handrail above the recess shall be 1-1/4" COMPONENTS, SPECS, CLADDING, AND `J to a maximum of 2-3/4". Edges shall have a minimum radius of o.oi' .� GUARDS: .8312.1 Required: Porches balconies or rated floor surfaces located more 3) INTERIOR FRAMING 2X4 TYP., 2X6 AT PLUMBING AND BEARING INSTALLATION REQUIREMENTS IN ACCORDANCE Z than 30" above the floor or grade below shall have guards not less than 36" in height. WALLS > 10' HT" FINISH 1/2" SHEETROCK WITH 2014 F.B.C.-RESIDENTIAL - 5th EDITION. Open sides of stairs with a total rise of more than 30" above the floor or grade below **** MA50NITE GREEN BOARD INSTALLED IN BATH AREA O shall have guards not less that 34" in height measured vertically from the nosing of the treads. Porches and decks which are enclosed with insect screening shall be provided FLOOR COVERING AND ENTIRE BATH ENCLOSURES LL_ with guards where walking surface is located more than 30" above the floor of ,ri grade below, 8312.2 - Guard opening limitations: Required guards on open sides of stairways, raised 4) PLATES: Q) r, floor areas, balconies, �-i-�, and porches shall have intermediate rails of ornamental closures SQUARE FOOTAGE ASSESSMENT: _V1�J which do not passage of a sphere of 4" or more in diameter. , n (, n` EXCEPTIONS: 1) The triangular opening formed by the riser, tread, and bottom rail - MAIN 1ST FLOOR: 10-1-1/$ PL 0 ltJ guard at the open side of the stairway are permitted to be such a size that a sphere ' 1st FLOOR: 1380 sf of 6" cannot pass through. 2) Openings required for guards on the side treads of She rail - FLOOR JOISTS. 1$" FLOOR ENGINEERED TJI JOISTS - shall not allow a sphere 4-3/8" to pass through. LL 2nd FLOOR: 1483 sf --------------- - 2ND FLOOR MAIN: 10'-1-1/5" PL ---> 21'-9" TOP PL ---- -------- -- - 2ND RAISED LOFT: 14'-1-1/8" ROOF PL ---> 25'-9" PL GOND. SQ, FTG.: 2863 sf .— - GARAGE ROOF PL: 10'-1-1/8" PL + 6" DROP Garage: 600 sf Entry Porch: 93 sf - FRONT PORCH PL: 10'-1-1/8" PL + 4" STEP TO ALIGN Rear Porch- 412 sf 0 W/ GARAGE FASCIA ---------------------------------------- to - REAR PORCH PL: 10'-1-1/5" PL + 4" STEP Total UNDER ROOF: 3 968 sf = N O _J 5) - MAIN ROOF PiTCH: 6/12, 1$" OVERHANG TYP. THERMAL NV U) U_ N � ER L E ELOPE VOLUME" 2%110 CF UJ = , - FRONT GARAGE 4 Q 0 0 ®n PORCH ROOF: 5/12, OVERHANG 18" TYP" - REAR PORCH ROOF: 5/12, OVERHANG 18�� p w INDEX of DRAWINGS: 2� D o m ***** ANY AND ALL MANUFACTURED FLOOR TRUSSES, ROOF 11 Z TRUSSES, BEAMS OR FABRICATED MEMBERS TO BEO O ARCHITECTURAL m U DESIGNED AFTER ON-SITE DIMENSIONS AND CONDITIONS co U REQUIRED FOR SUITABILITY HAVE BEEN VERIFIED" ,A-1 Site Plan * ROOF RAFTERS/JOISTS PER DESIGNS BY ,A-2 1st Floor Plan Z O STRUCTURAL ENGINEER 2nd Floor Pian 0 A-3 Elevations 1 - Front/Rear UJ - METAL ROOF PANELS PER MANUF" SPECS A-4 Elevations 2 - Si � � jn � - V16" OSS ROOF des DECK W/ #15 FELT TYP. Vl - PEEL-N-STICK UNDERLAYMENT IN RIDGES 8 VALLEYS A-E 1st 4 2nd Floor Q AND 4/12 PITCH AREAS Electrical Plans w - R-30 ATTIC INSULATION TYP. A-6 Flashing Details 6) FOUNDATION: CMU FOOTING PER ENGINEER STRUCTURAL - VERIFY EXTERIOR BEARING WITH ENGINEER - VERIFY INTERIOR BEARING WITH ENGINEER 8-1 Foundation Plan U) 1) INSULATION AREAS TO INCLUDE: Typ, Wall Section ALL EXTERIOR WALLS 5-2 1st Floor Framing Plan o O - ALL WALLS ADJACENT TO UNCONDITIONED SPACES - ALL PLUMBING WALLS - Schematic Layout z - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS Roof Framing Plan - Schematic Layout $) HVAC BY OTHERS z Z ATTACHMENTS NOT INCLUDED: " v 9) PLUMBING BY OTHERS Qi 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED * Legal survey STRUCTURAL ENGINEER OR TRUSS MANUFACTURER. * Truss Engineering * Florida Energy Sheets SHEET * Structural Engineering COVER �2evlslons 2/5/16 EAR PORGH 111 N � N w O 0 fY Q W (L cN Z U M 0 .4 Z i-0 Lu d w O II II II - � � Up � N 461 -211 1 O9 - 2� -O O QZ uj U q 0 0 � t-- O � U �uw LL Q1 a: N z tU cp V G1 O ® w .QO (L )- U � c� WQ , � Z � ffQz � — — n , uff :3 (3 ' dna u 1.5 5.1R.� Ow0w0 --=-_-= �} — -- III t Uu}iUd) U (L 24 -O 0�0 I DRIVEWAY ' U o 0" Q) 0 s , , ° GARAGE ui •— (P uio ° U- - - - - - - - - - -� _ = � o -- - - - - - - - _ _ FORC I ro , x 30 , ENTR 0 ale ! FOC L DECD UJ/ PAVERS _ - - - - _ — -- -------------------- w �, HR i_ .L O � mm m > 1 z .. 00 mx I u V Lu mom } LOT COVERAGE: w Q W A SITE SQUARE FOOTAGE: 1,404 S1= ' HOUSE FOOTPRINT 2,455 sf M A/C pad: 16 sf s Driveway, Walk - pavers: 2c32 sf o N Oro (50°ro of 584 sf) Pool Pavers Area: 188 sf Q (50ro of 3-h sf) z SIT L E L TOTAL COVERAGE-. 2,951 S1= SHEET COVERAGE RATIO: 313.55 % SCALE: 1% 5'-0" ,4 -1 2'-0" 32'-8" 6x6 PT POST ,b'_6" 15'-8" �i visions W/ Ix BEV.TRIM TO 8x8 4 10"x10" 6" to 6„ 2/5/16 REAR PORCH CAP 4 BASE TRIM = AII I ' - — - — - — - — - — - — - — - W II II W olu 0 i o o COVERED RORCH _ Q IZ O O 10'-1° PL ' w + 4" STEP I O a cp = w 21'-0" p- Q n ' fI QZwQ 6 10'-6" 10'-6" V u- 13" 12'-ro"Z 3-ro co ' (Y 16' x 8 S.G.D. Q } N 6- 3'41 4'-211 21 0 (K Z t W2_0.. _ QO0 W WINDOWS A' O'-O" HT .0 I O W U UUL S 3050 - 8' ht 4020 HS SH 3050 - 8 ht '® U- m F Z SECOND wc_D6 Ilk ----0 ----- -------------- FLOOR LINE------------- --------- 'Q O W -- _ _ OUTDOOR SH 2860 - 8' h=! O w Y_ N N Z : SHOWER c� tlJ z N W U 1- "� UJa lk m - w Z N Q CREAT ROOM n o f o o I, -In O 10' HT w 10' Hr uNj +- v O O 12'-2u 4'-0'° 5'-6" 13'-O" O STUDY - 14 a r w U w 0 m m x3 PAYER O I d 1Y Q (Y ~ F ?- (Y +- i 7 PAD iv ' O I W N }- V N 11-10 2- 20-6� O } O O (k N ; �;� " " ImLL 1 " ZWZ � ZO »� ]BEDROOM #3 ------- 2 So SEDROOM 04 ° � � w v N � a 10' HT 0 10' HT - 6' - Bath p v Q O # 2 x N LINENILL fall 2880 208 2 80 0 — F — — — � � = O 5' XS' Fr. Dr. 1 2080 N O 1'-9 "1 I U 2-11 3-5 ISI = z cv 4'-4" 1'-4" I -8 2'-2V2" ; 1'-0 cv — " m� O LINEN '� — — — — — '' 'I' L ° cA pl c+l �' c0 CABS PULL DOWN ATTI STAIRS CHAS Walk-In N � �-o � I W —1,17, � DINING H n, U _ t Iw 1 _ O LAUNDR-1' ILL O I I N 10' HT O H N # O = an I I p tlJ 861 1 ,_4„ 0 YA " `h C N JUD QO QO T 1' x I I z iii = 5 6 F- dropped header c) 4'-6" 5'-8" ) Qcv - I I ,o for ceiling break r` f , V C-4 = 5-6 2- I I T �J l0' H c4 m 0 11 -4 ' CID — WASH DRY SINK ' I S WEIR 40" WAL GLASS N ROWER m N I I1'-8 " 3'-8" 9'_z7n 3'-1" �+ 2'--1" 0 p _ N _ 30_90_ C L 2x6 WALL 2x6 WALL ' -1'-2" ' o(" / 2x6 2x6 — - — - - - O u I -u- - - " ' ' \J 41-211 1011101110111011,0 2-2 4-10 i +97.5" \ ' — — — — s GRANITE TOP W/ SEATING ' ^ GENERAL FRAMING/LAYOUT NOTES: cv \ I ON FRAME WALL BELOW I ,u\ it HERS _ _ _ LL APPLICABLE CODES: O +9i.5" w 19 O Tu I Q ' - 10' HT _ I I �� I tt 2u �i-6" 4-6" - -FLORIDA BUILDING CODE 2014 5th EDITION. �+ - FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION p Q O, 1 I I I 5'-lO" 1118 __m__ (13 (CH.11,FBC-2001) = x -' ' -----+ (X /`►�' V - FLORIDA FIRE PREVENTION CODE 2001 EDITION - -11 , , tiii Ir �J - NATIONAL ELECTRICAL CODE 2008,NFPA 10 - Q , �J O _ _ Q o o ff I (�/ U `0 0 FOYER -NATIONAL FIRE ALARM CODE 2001, NFPA 12 " J ' O �L� � � � �9 U ca1) EXTERIOR WALLS: ►- 0 £ t Q u = SINK SI 5P W DW �/ NEW CONSTRUCTION: -2x6 02 SYR w/R-19 INSULATION _ Q �' Q x ' _ �p - _ 10' HT O I I KITCHEN `, - l/16" OSB W/ TYVEK OR EQ. -� ; <; LINEN - OPEN RAIL U I I -� - 10 HT I `; U V �Q 14' ROOF PL �t _ ------------- - _ n ° u u u u 61 ZIP-BOARD OPTIONAL U ' _ , p - <+ - HARDILAP SIDING AND TRIM Z LL = 3 12' CEILING PL in - PER CODE O 'd I tV} ,'' IL f1 � , p O � Ol I I 2-6 = 3-2� 4'-8 4-8 6-O - INTERIOR - 1/2" SHEETROCK 3 w - ' Z C W N l0" TREAD 3 LOFT 2480 .2080 O H{S i � p o I _� COO TOP I 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURERS x1.5" RSRS fA �Q i T `� 3 C�L� Oc4 5_O:: _4.. O 6'-6° ; O / us -�-� _ SPECIFICATIONS FOR R/0 SIZE, JAMB SPECS AND WIND d (Q 9 - m REQUIREMENTS AND STANDARDS. O - N 680 p t - - - - O o® O -GARAGE DOORS: SERIES 280 DL: 25/PSI TL: 31.5/PSI04 0 - - HOUSE-TO-GARAGE DOOR TO HAVE SELF-CLOSURE MECHANISM 4'-2f' ,1-2 �o-) 3-3 ------------- u u .71 " ' u 10 10 10 6-11� � - ANTRY - WINDOWS LESS THAN IS" AFF TO BE SAFETY GLASS PER V _ FBG-R 2001-308 _ - - - - - - 2x6 ALL �t W -' O _ u � i _- tlJ a 0- 3) INTERIOR FRAMING 2X4 TVP.,2X6 AT PLUMBING AND BEARING _CIA Of 5' X co WALLS > 10' HT. FINISH 1/2" SHEETROCK �� , - r- WTR HTR 3- 2626 FG AT 8'-8" HT �;' +30 ip R SOFT ctrl lf? •••.MASONITE GREEN BOARD INSTALLED IN BATH AREA 2v x _ - LOOP � N FLOOR COVERING AND ENTIRE BATH ENCLOSURES 'Y. _ SH 2650 SH 50 SH 5 `"' , SH 2450 308 FD 2880 ELEC I J 4) PLATES: L 2'-1° 2'-I" ,L, L ® O W/ 2 - IT" LITES ' (f) LL q PANE m 1-- N Q1 ° - MAIN IST FLOOR: 10'-1-I/8" PL „ I 3-6 6-2 3-8 3-10 -2 21-41' Z'-O -O I W = `" Q 0`,0 I�INDO S AT 8'-4 HT N ° , W U a C -FLOOR JOISTS: 18" FLOOR ENGINEERED TJI JOISTS " I (Y 'Q '61 u u 1-211 Q p W .r 3'-211 4-(0 4-6 2 s I m (� S - 2ND FLOOR MAIN: 1d-1-1/8" PL -->21'-9" TOP PL F i- COVERED I-ORCf-t ' r - 2ND RAISED LOFT: 14'-1-1/8" ROOF PL --> 25'-9" PL = 1 1 I ' W GLCs PL 10' HT I _I MASTER EiEDROOM o I I — - — - — - — z rn - GARAGE ROOF PL: 10'-1-1/8" PL + 6" DROP -' S , N Q 10'-0 PL HT \21 — — - - I d - FRONT PORCH PL: 10'-1-1/8" PL + 4" STEP TO ALIGN 1 STEP DOWN O O W/ GARAGE FASCIA - -' O -REAR PORCH PL: 10'-1-1/8" PL +4" STEP , - Q _ ' U `9 15'-4" 2' 8 3 14'-8" 2'-0 `0 I d 5) - MAIN ROOF PITCH: 6/12, IS" OVERHANG TYP. steps up - FRONT GARAGE 4 to DECK PORCH ROOF: 5/12, OVERHANG IS" TYR, - REAR PORCH ROOF: 5/12, OVERHANG, OVERHANG IS" 1Q I - 211 ro 611 411 «•• ANY AND ALL MANUFACTURED FLOOR TRUSSES, ROOF TRUSSES,BEAMS OR FABRICATED MEMBERS TO BE - O - 6x6 PT POST N I Lu DESIGNED AFTER ON-SITE DIMENSIONS AND CONDITIONS ,y W/ Ix BEY.TRIM I , REQUIRED FOR SUITABILITY HAVE BEEN VERIFIED, pi m TO 8x8 4 10"x10" N - �Q CD CAP 4 BASE TRIM •ROOF RAFTERS/JOISTS PER DESIGNS BY STRUCTURAL ENGINEER m WINDOWS AT 6'-0" HT -METAL ROOF PANELS PER MANUF, SPECS L N ------------1. -..��-. _- -- --.r - ---------------- -1/16" OS$ ROOF DECK W/ 015 FELL 7YP. -Q SEGO ) FLOOR LINE -PEEL-N-STICK UND£RLAYMENT IN RIDGES 4 VALLEYS AND 4/12 PITCH AREAS SH 46 l SH 2046 ' - R-30 ATTIC INSULATION TYR. 2'-6" 2' " '� 2- " 2'-r0" o' 0 i 0 2 CAR CARAC O 10'-1-I/8" ROOF PL 'I 9'-1-1/8 CLG PL 6) FOUNDATION: CMU FOOTING PER ENGINEER 411 C14 3'-4" 5'4" 3'-4" �� - VERIFY EXTERIOR BEARING WITH ENGINEER 4"x36"x16° N + 4" STEP DOWN - VERIFY INTERIOR BEARING WITH ENGINEER OUTRIGGER 4'-8" 12'-0" 2'-8" 2'-0 F - - - - - - BRACKETS - 1) INSULATION AREAS TO INCLUDE: 6"x36"x24" I I OUTRIGGER - ALL EXTERIOR WALLS O - ALL WALLS ADJACENT TO UNCONDITIONED SPACES o BRACKETS - ALL PLUMBING WALLS PULL DOWN ATTIC STAIRS - O -ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS N � tlJ 8) HVAC BY OTHERS Q ° S) PLUMBING BY OTHERS 16' X Overhead Door 10)ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED {� _ z STRUCTURAL ENGINEER OR TRUSS MANUFACTURER: Z _Z ,� 1st FLOOR: 1380 sf 2nd FLOOR: 1483 sf Q 21'-4" GOND, SQ FTGc========2863 elf SWEET FLOOR Garage= 600 sf 2n Ist FLOOR Entry Porch: 9 2 of Rear Porch: 412 elf _ Total UNDER ROOF: 3,968 sf �2�vlsions 2/8/16 REAR PORCH METAL ROOF PANELS S" VINYL FASCIA BUILDING HEIGHT B SOFFITS w - - - - - - - 4" FRIEZE TRIM 2" LINTEL AND SILL TRIM - 6" REVEAL � � N W/ 4" PANEL - 4" REVEAL W W HARDILAP SIDING W O 0 12 $ LOUVERED SHUTTERS N Q �6U � d 4x36x16" WOOD � z W ROOF ]BRACKETS (L z U !Q - LOFT ROOF PLv - zQ Z W HARDILAP SIDING 4 W ?- W/ 4" CORNER TRIM U_ =O LOFT CEILING PU Q w N - > w U 2ND PL = - - - - - - - U W- Z .4 d 0 0 N �ill Liji Wd LU U_ to z wQzwop OWQdF- W 411 z l°' O p (Ytk � pO _04 cA U_ DJ CA WU (K =3O (K :3 p cl 2ND FIN FL O >' O � O (Y - — �� 12 UWUmU (L m� m IST FL PL - - - - - - GARAGE PL N nn CID V L__, - - - - - - - - - - - L. - - - - -=� -9 MAIN FIN FL m 1 1 1 iJ-t 10x10 FRAMED POSTS V W/ 6°BASE TRIM • 6'°x36°44" WOOD e 8 CAP TRIM Front E I evat I on BRACKETS >�--i IL 1.0 � o Q METAL ROOF PANELS S VINYL FASCIA # SOFFITS Vl co 4 FRIEZE TRIM � 12 HARDILAP SIDING O 6� L� 2" LINTEL AND SILL TRIM - ro" REVEAL = N m W/ 4 PANEL - 4 REVEAL - LOFT ROOF PL - N 1$ 4 HARDILAP SIDING W Zo •-- 0 W/ 4" CORNER TRIM LOFT CEILING _ WfY `- w m — � m () $Q ti'M! - - - - 2N PL O F=- Z (j) O0 0 ' o U w 411 O z O 12 LU8 m� 00 _ 6► Q _ -' tll �Il 2ND FIN F IST FL PL - - - - - - - - A 1 GARAGE PL Vl z z MAIN FIN FL - - - - - - - - - - - - - - - - - - Z �i d -, � v 10x10 FRAMED POSTS a ` 'a W/ 6" BASE TRIM Q Rear I e Y GSI t I on I S" GAP TRIM SHEET A _ 3 �'�visions 2151irc REAR PORCH METAL ROOF PANELS O N 5" VINYL FASCIA Z (3 0 12 LUO D N 8 5OFFITS 6 2" LINTEL AND SILL TRIM - 6" REVEAL w - p- ly 4" FRIEZETRIM W/ 4" PANEL - 4" REVEAL 0- Z U M LOFT ROOF PL E LOUVERED SHUTTERS 0 .4 Cl c) ul Ll HARDILAP SIDING - - - - - - Z z 4x3(oxlro" WOOD Q F �i O LOFT CEILING ROOF BRACKETS d p w N 2 _ HAF77111RDILAP SIDING U d Z ND PL _ W/ 4 CORNER TRIM - _ _ _ — _ - O p/ Z Q - O O 0 _ � OWUU � m N Z .............. -t -- w U L1 p tu QOM }- U C14 _ ® _ _� z fu O c>J - � z CD � 0WOF_ 0 1 I 6L-il F_ Z3 luu- O (Y =3 _p O } O � O (Y 2ND FIN FL U l.0 U cn U (L 12 5 IST FL PL 12" LEDGER TRIM O GARAGE PL m cv Lp O i.Q MAIN FIN FL mm LU 10x10 FRAMED POSTS W/ 6" BASE TRIM 8 8" CAP TRIM ro"x36"x24" WOOD (� Left � Sids Elevation R BACKETS ui +� o 1L Jv — co cq 12 o N I=- N Dm N W LLJ Wim ( m q° 1'- ZI L EH .. OO � Y - co O O O o V 1u at 12 ~ �` Q 2ND FIN F - = T i i IST FL PL GAR AGE PL Vl cz O 0 Q MAIN FIN FL - - - - - - - - - - - - - - Q z 76 D 6"x36"44" WOOD BRACKETS fRi !aht S Elevation SHEET I I A - 4 �'�vis tons _ 2/5/16 REAR PORCH r - rwLL — - — — - — - — - — - — - — - — - — - — - — - — - W TO CA U Z CR Q Z W 0 qLU > O } W ILL Ca D_ N (�r - / - - ` ELECTRICAL COUNT Sl'MSOL LU O ------ tL N z Z -� \ ceiling fan globe I S z d)Lu 0 Walk G-cRE,4 ROOM p o ff N p o STUDY W I +- o � I U u- }- W SEDi�00M #3 5EDIROOM #� O ' o O C91 L U- EFFICACY p g O } O � ceiling globe light O QL m it HIGH- endant lobe 3 o Z w z (y Z W U N U CL o .\ \ I '/ EFFICACY 9 @,\ chandelier 3 #2 o LIN , x - / EFFIcacY double spotlight 3 QQ /- fluorescent fixture 2 0 ►� - W / HIGH- recessed hi-hat 36 O I I I I - - - LINEN / INS HIGH- under-cabinet light ro ® V -�- - -' 4 ' i _ � ,, A/C " CHAS Wa - L,41.1NiRY / '--- - -----, Stith I I ;PS 00 wall mount 1 5 Q ,,p _ HVA . � - # � - � I I / _ 10� �n C � I II - / " HICxHCD - �� Q- / " EFF1cACY wall I mount 2 1 ® L WASH DRY SINK / ; 1� cable tV outlet - - - - - - - kX � �--------------� ROWER � � ; / - _ 4 fan 2x6 WALL - - - - 2x6 WALL o • 2x6 _ - _ _ 2x6 - - = - - - - - — O I ` \ outlet 41 � z HERS � I I � � 3 _ 0 Tub - ---- - ON it) -ellQ outlet 220v 5 �J I n III /" -JI �� wi outlet fi 9 Q� W g � v Q) FOYER 01011 ' , s l _,., fj ~ ' I I \ SINK W DW MIS Outlet wp 3 � V/ — DISP , K iTC�-IE �Q " v LINEN I I - I smoke detector 4 9 ._ switchW1 EXHAUS't-, 9 \ ` 7w-,4ND switch 3 way 14 $3LOFT ----- - --; - TAPI ----- P RY 0 ' switch 4 way 3 $, _ — — — — — — — - ' w O ® } ' - — - — - \ - w WTR SOFT WTR HTR switch double 11 $$ LID ` \ LOOP I=— N \ ELEc switch quad 1 $$$$ J PANEL W LL switch triple 3 $$$ W Z N o m / ' \ � Q ` I I C ;Q GO switch with outlet 1 & w 1? RED W Ld \\ / `� - telephone 5 II I z 0) (Y � carbon monoxide 3 co O O < I i STEP DOWN detector M U) / \ I ' c MASTER SE P ROOM I � \, Ca GENERAL INSTALLATION NOTES: 1) VERIFY ALL FIXTURES, TYPES, STYLES AND LOCATIONS Uj ON SITE WITH OWNERS AND CONTRACTOR. > \ I 2) ANY DISCREPANCIES, OMISSIONS, OR OVERAGES TO BE Q OPENER ADDRESSED PRIOR TO INSTALLATION, i (Pi i \ I 3) ARG-FAULT CIRCUIT INTERRUPTERS INSTALLED OUTLETS AS w ' REQUIRED PER FBC 5tH ED - E 3502.12, AND AS DESCRIBED Q \ IN NEC 210,12 - TO INCLUDE: ALL BEDROOMS, LIVING, DINING, DEN, 2 CAR C AR�4C E \ REG ROOMS, HALLWAYS AND CLOSETS, / 4) ALL SMOKE DETECTORS TO BE INTERCONNECTED. (n 5) VERIFY POOL AND LANDSCAPE REQUIREMENTS W/ OWNER, CONTRACTOR, < SUB-CONTRACTORS. 6) MINIMUM 159, HIGH-EFFICACY LIGHTING REQUIRED PER FBR C 5th ED - ENERGY CONSERVATION 404 _ \ PULL DOWN ATTIC STAIRS NO / NOTED FIXTURES INDICATED ON SCHEDULES: N O - TOTAL HI-EFF: 5a - 16,390 z CIS `\ / TOTAL FIXTURES: 16 i11 (o) TYPICAL SERVICE REQUIRED:" AMP, Z z Qj Q cp Qj m Q 2nd Floor Electrical Fla 1st Floor Electrical Play, SHEET Revisions WINDOW INSTALLATION (METHOD 5-1) WINDOW INSTALLATION (METHOD A-1) MASONRY TILE INSTALLED PER MANUF, WEATHER RESITIVE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. WEATHER RESITIVE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. SPECS W/ F.T. FURRING STRIPS OR FLASHING APPLIED BEHIND THE MOUNTING FLANGE FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. [sT£Ps} III MINERAL SURFACE MODIFIED BITUMEN 120 MM ROOF PITCH AN MATERIALS (DIN WATER SHEDDING FASHION, [SECTION A] [SECTION A} STARTING AT THE BASE OF [STEPS} THROUGH WINDOW JAMB THICK W/ FIBERGLASS REINFORCEMENT - < PLATE HEIGH PER PLAN '111 THE WALL 4 WORKING TOWARDS THROUGH WINDOW JAMB O IN WATER SHEDDING FASHION, EDGES 8 PENETRATIONS SEALED W/ PLASTIC GEMENT THE TOP,INSTALL THE WRB STARTING AT THE BASE i0 THE FADE OF THE THE WALL 4 WORKING TOWARDS OVER *30 FELT ON 5/8" MIN, PLYWOOD SHEATHING (TILE) SHEATHING. THE HE F INSTALL THE WRB ^ TO THE NAGE OF THE SEALANT BEAD IJ FASCIA ©APPLY SILL FLASHING SHEATHING.. BEHIND MOUNTING 11, OR OVER *15 FELT ON 1/2" PLYWOOD ON OSW B APPLY JAMB FLASHING FLANGE. •n P 3 APPLY BEAD OF SEALANT ©APPLY SILL FLASHING (� O V/ SHEATHING (SHINGLES) AROUND THE PERIMETER OF APPLY BEAD OF SEALANT N ®THE BACK SIDE(INTERIOR 3 AT BACK OF WINDOW !-4l Lli SURFACE)OFWINDOW FLANGa SET WINDOW USING SEAL THE WINDOW FRAME TO MOUNTING FLANGE PAN HEAD AD SCREWS TO W O IMMEDIATELY INSTALL WINDOW FACILITATE INSPECTION. OPENING. APPLY A 3/6"NOM. - DIA.TO THE BACKSIDE w^ USING PAN HEAP SCREWS TO APPLY BEAD OF SEALANT AT (INTERIOR)OF THE WINDOW V/ METAL VALLEY FACILITATE INSPECTION. SIDE JAMBS.EXTEND 8 I/2" 5 APPLY BEAD OF SEALANT ®APPLY JAMB FLASHING FLANGE,IN LINE WITH ANY / FLASHING I ACROSS TINGTHE FACE OF WRB APPLY BEAD OF SEALANT PRE-PUNCHED HOLES OR SLOTS. t„v 1 1 - APPLY HEAD FLASHINGFLANGE AT FLASHING O APPAT LY HEAD FLASHING FLASHING t SEALANT BEAD BETWEEN [AFTER INSTALLATION} SEALANT BEAD BETWEEN ca m ® MOUNTING FLANGE AND OAPPLTBGONTASEAL�TO HE MOUNTING G I FLASHING AND MOUNTING O 4 Q SEAL ALL CORNERS OF FLANGE. FLASHING, MECHANICALLY JOINED FLANGES AT THE TOP(HEAD)AND .^ FRAMES TO SEAL FRAME SIDES(JAMBS)OF WINDOW. EXTEND N to O ®APPLY A 3/g"NOM.DIA. 0 REMOVE PREVIOUSLY APPLIED y I 6EAMJUNGTURE SEALANT AT JAMBS.a I/2"ABOVE ® z Z BEAD OF SEALANT TO THE TAPE,ALLOWING WRB TO LAY ,1 ` I REMOVE PREVIOUSLY APPLIED BACKSIDE(INTERIOR)OF THE ®FLAT OVER HEAD FLASHING. THE R.O.AT HEAD,EMBED JAMB .4 Lu ®FLATAPTOVLER HEAD NG WIRE, ASHING.Y MOUNTING FLANGE AROUND APPLY NEW SHEATHING TAPE FLASHING FASTEN INNTO SEALANT AND PLACE. (FLASHING _� O THE ENTIRE PERIMETER. OVER DIAGONAL CUT-SEE n/ 1 1 HOLD BACK FASCIA AND DRIP OVER DIAP LY AGONALL CUT SEE SHEATHING TAE PLACE BEAD IN LINE WITH DIAGRAM. GOES OVER SEALANT). ,` !1 I'11L N I EDGE 2" FROM FACE OF WALL ANY ALO-PUNCHED HOLES FLASHING JAMB FLESHINGS v { l JJ I DIAGRAM. SECURE WRB } ej) AT HEAD Lu OUTSIDE FACE OF WALL U I ,O HEAD FLASHING} V SECURE WRB D \ APPLY A CONT.SEAL ALONG 9 FLASHING AT HEAD EXTERIOR FINISH PER PLAN BHEAD HEAD FLASHING GOES OVER MOUNTING FLANGE AT THE EXTENDS 1"BEYOND O Q n \ MOUNTING FLANGE. EMBED �I°L O® JAMB FLASHING. W ® \ BOTTOM OF HEAD FLASHING (�I tf \ AGAINST SEALANT(FLASHING OO D-IEAD FLASHING} O f\Y \ GOES OVER SEALANT). �J WATER SHIELD EMBED BOTTOM OF THE \ EXTEND HEAD FLASHING HEAD FLASHING AGAINST .n \ BEYOND EACH JAMB FLASHING. y/ SEALANT SEALANT(FLASHING GOES ^ yn ILU Q :SII \ FASTEN IN PLACE. OVER SEALANT), EXTEND W N 41 O STRIP FLASHING THE PREVIOUSLY APPLIED O \ HEAD FLASHING BEYOND H ® EACJAMB FLASHING. ,n — -— FASTEN IN PLACE A z Q/ Zn ct� VALLEY FL5 1 , ©[JAMB FLASHING A Q 1L ly - Q O IXTENP JAMB FLASHING TOOVERLAP SILL Q5 [JAMB FLASHING} A O 0 � F- U FLASHING. EXTEND EXTEND JAMB FLASHING /` u- � LU ,` JAMB FLASHING 5 1/2" TO OVERLAP SILL V -yn-�,� V (220MM)ABOVE ROUGH 9° SEALANT JAMB LASHIIXNG 8TENDUJ 1/2" (v Q -' (V O N T i S i OPENING AT HEAD, w-APPLY TAPE AT ABOVE ROUGH CORNERS TO - OPENING AT HEAD. .n t TEMPORARILY HOLD ® TUCK TOP OF 91 N (�/ v/ FLASHING IN PLACE JAMB FLASHING SEALANT Z LUZ (�/ Z O UNTIL WRB IS APPLIED. SILL FLASHING UNDER THE FLAP lL 0 }- OF WRB AT THE Q } U .^ HEAD.SEE DIAGRAM. V' I SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, .r. BILL FLASHING ® PLUMB,AND LEVEL CONDITION. USE CORROSION `'-'�.i O RESISTANT FASTENERS. FASTEN WINDOWS PER SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, WINDOW MANUFACTURER FASTENER SPECIFICATIONS. ® PLUMB,AND LEVEL CONDITION. USE CORROSION RES18TANT FASTENERS. FASTEN WINDOWS PER O WINDOW MANUFACTURER SPECIFICATIONS. TYPICAL EXTERIOR FINISH PER PLAN ° OD BARRIER WRBARESISTaNr t p ✓ BARRIER(WRB)} TYPICAL EXTERIOR FINISH PER PLAN s' AT A 45 DEGREE ANGLE,CAREFULLY CUT THE [WEATHER RESISTANT BARRIER ON A DIAGONAL. GENTLY RAISE THE TY EK OR EQUAL HOUSE WRAP ' TOP EDGE OF THE BARRIER UP AND TAPE THE s m BARRIER(WRB)} ' TOP CORNERS AND CENTER TO THE EXTERIOR AT A 45 DEGREE ANGLE,CAREFULLY GUT THE OVER CHANNEL FLASHING UNDER WEATHER-RESISTANT BARRIER WRB SURFACE ABOVE BARRIER ON A DIAGONAL. GENTLY RAISE THE BUILDING PAPER AND BUILDING LATH TOP EDGE OF THE BARRIER UP AND TAPE THE INTERIOR VIEW TDP CORNERS AND CENTER TO THE EXTERIORA 5x5 LASHING WITH KICK-OUT TO WRB SURFACE ABOVE, TOP LEFT CORNER OF WINDOW INTERIOR VIEW CONT, Ix4 P,T, SHED WATER AWAY FROM EXTERIOR TOP LEFT CORNER OF WINDOW _ MASONRY TILE INSTALLED PER MANUF, BARRIER OVERLAP OF FLASHING 1 SPECS W/ P.T. FURRING STRIPS OR 1 ROOF SHEATHING MINERAL SURFACE MODIFIED BITUMEN 120 MM I THICK W/ FIBERGLASS REINFORCEMENT - 1 EDGES E PENETRATIONS SEALED W/ PLASTIC CEMENT I 1 - HIP FLASHING: OVER *30 FELT ON 5/8" MIN, PLYWOOD SHEATHING (TILE) 1 1Q OR OVER *15 FELT ON 1/2" PLYWOOD ON OSB I � UNDERLAYMENT INSTALLED IN WATER-SHEDDING MANNER. AT HIP LINE, FOLD UNDERLAYMENT OVER HIP AND (� SHEATHING (SHINGLES) \ 1 MECHANICALLY FASTEN AT 36" O.C. MA, TO OPPOSING Lu ++-� SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO ' ` `, � O LAYERS OF OVERLAP UNDERLAYMENT ON HIP, v U METAL EAVE DRIP ❑ +� E2 - RIDGE FLASHING: Lu L- X CR/CKE7 UNDERLAYMENT INSTALLED IN WATER-SHEDDING MANNER. iu +� o LAST LAYER APPLIED AT RIDGE TO BE FOLDED OVER RIDGE WOOD FASCIA Q AND MECHANICALLY FASTEN AT 36" O.C. MA, TO OPPOSITE 1.L. 8" WIDE CONT, ROLL FLASHING 211 ju SIDE OF ROOF. REPEAT FOR OPPOSITE SIDE FOR TWO NAILED TO SIDE OF 1x4 d FACE OF ROOF i LAYERS OF OVERLAP UNDERLAYMENT ON RIDGE, tel' SHEAHTING INSTALLED PRIOR TO ROOF o lu \ EXTERIOR WALL FACING .. -4 W Q) (� FELT AND SHINGLES - m 3 - VALLEY FLASHING: Q)r VALLEY LININGS INSTALLED PER MANUFACTURER'S SPECS O V 1�E WALL FLASHING. KICK-OUT FLASHiNG � BEFORE APPLYING TILE OR SHINGLES. � -- CD CD LININGS PERMITTED: N.T,S, ♦, v 2 1. FO CLOSEDED VALLEYS INSTALL ALL PREFORMED CLOSED VALLEY METAL EI THE AT 16 MIN, WIDTHl2 4 STRET H OUT) } WITH MINIMUM 2-1/2" HIGH CENTER DIVERTER AND A MINIMUM -0 � 1" METAL EDGE RETURNS, OPTION OF RIBBED DESIGN WITH ((} 0 -f-� A 1" CENTER DIVERTER, MIN, (4) 3/8" RIBS SPACED 1-1/2" WITH 3-3/411 FLANGE, LAP JOINTS MINIMUM 6" WITH APPLIED COATING OR SEPARATOR SHEET. TYPICAL EXTERIOR FINISH PER PLAN 2, OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH O MIN, WIDTH OF 16" (24" STRETCH-OUT) WITH MINIMUM I" HIGH TWIN Ln G,I, Z-BAR FLASHING INSTALLED CENTER DIVERTER AND A MINIMUM 1" METAL EDGE RETURNS, = ('\J PRIOR TO AND UNDER BUILDING LAP JOINTS MIN, 6" WITH APPLIED COATING OR SEPARATOR SHEET, ] c\l PAPER AND BUILDING LATH CONT, Ix4 P.T. 3, FOR VALLEY METAL RETURNS, tnLL N w A) SECURE WITH CLIPS FABRICATED FROM SIMILAR OR COMPATIBLE (-- _ Q) , METAL FLASHING INSTALLED ABOVE ROOF MATERIAL, CLIP 1" METAL EDGE RETURNS TO BATTEN STRIP W U Q w m WITH ROOFING NAILS THROUGH METAL STRAP PRIOR TO TILE OR SHINGLE INSTALLATIONS . UJ Q 0) m B) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE U (y) m Y UJ MASONRY TILE INSTALLED PER MANUF, WATER SHEDDING ONTO VALLEY, .J SPECS W/ F.T. FURRING STRIPS OR C) INSTALL LEAD SOAKER AT ALL VALLEY E RIDGE JUNCTIONS. z MINERAL SURFACE MODIFIED BITUMEN 120 MM N�R JVD THICK W/ FIBERGLASS REINFORCEMENT TURN LEAD UP MINIMUM OF 1" TO CREATE WATER DIVERTER O O - EDGES 4 PENETRATIONS SEALED W/ PLASTIC CEMENT t0 ENDURE WATER SHEDDING ONTO VALLEY, OVER *30 FELT ON 5/8" MIN. PLYWOOD SHEATHING (TILE) (y) Y OR OVER *15 FELT ON 1/2" PLYWOOD ON OSB D) OUTER EDGE OF VALLEY METAL SHALL OVERLAP DECK d SHEATHING (SHINGLES) FLANGE OF DRIP EDGE MINIMUM OF 1 INCH, CENTER OF ..7 m 5 X 5 FLASHING "Z" FLASHING METAL DRIP EDGE VALLEY TO EXTEND MIN, OF 2" BEYOND DRIP EDGE. ts) 26 GAUGE GALV. 29 GAUGE GALV. 26 GAUGE GALVANIZED 4 - CRICKET AND SADDLE FLASHING- CRICKET LEGEND CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF w i ANY CHIMNEY GREATER THAN 30" WIDE. CRICKET AND SADDLE ISN } FLASHING COMPONENTS COVERINGS TO BE SHEET METAL OR OF THE SMAE MATERIAL U) AS THE ROOF COVERING. RIDGE AND VALLY FLASHING OF CRICKETHEAD Q AND SADDLE TO BE SAME AS RIDGE AND.VALLEY OF MAIN ROOF, WALLL^ ,FLASHING 6 - DRIP EDGE FLASHING: 5 - BASE AND COUNTERFLASHING: N.T.S, A DRIP EDGE TO BE PROVIDED AT ALL EAVES AND GABLES OF TILED AND BASE AND COUNTERFLASHING TO BE INSTALLED ACCORDING TO THE SHINGLED ROOFS, TO OVERLAP A MINIMUM OF 3 INCHES, EAVE DRIP EDGES MANUFACTURER'S INSTALLATION SPECIFICATIONS, OR A CONTINUOUS METAL SHALL EXTEND 1/2" BELOW SHEATHING AND EXTEND BACK ON ROOF A MINIMUM 4" BY 4" 1" FLASHING TO BE SET IN APPROVED FLASHING MINIMUM OF 2 INCHES, THE DRIP EDGE TO BE MECHANICALLY FASTENED A CEMENT AND SET FLUSH TO THE BASE OF THE WALL AND OVER 3: MAXIMUM OF 6" O,G„ DRIP EDGE AT EAVES TO BE INSTALLED OVER UNDERLAYMENT, BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL to UNDERLAYMENT, THERE SHALL BE A MINIMUM 4-INCH WIDTH OF ROOF CEMENT BE FASTENED 611 O,C, WITH APPROVED FASTENERS, ALL LAPS TO BE A rl INSTALLED OVER THE DRIP EDGE FLANGE WHERE BASIC WIND SPEED PER MINIMUM OF 4", FULLY SEALD IN APPROVED FLASHING CEMENT, FLASHING TO FIGURE 8301,2(4) IS 110 MPH OR GREATER, OR THE MEAN ROOF HEIGHT BEGIN A THE LOWER PORTION OF ROOF TO ENSURE WATER SHEDDING OF ALL EXCEEDS 33 FEET, DRIP EDGES TO BE MECHANICALLY FASTENED A MAXIMUM METAL LAPS, ENTIRE EDGE OF HORIZONTAL FLANGE TO BE SEALED, COVERING �p OF 4 INCHES O,C, ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE, O SHINGLES TO OVERLAP THE THE HORIZONTAL FLANGE AND SET IN APPROVED - N INSTALL A MINIMUM 8" WIDE ANTI-PONDING METAL FLASHING TO ENSURE FLASHING CEMENT, cl) tlJ POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP, NAIL TOP EDGE ONTO ROOF, BASE FLASHING TO BE EITHER CORROSION-RESISTANT METAL PROVIDED IN 4 SECTIOIN R9O5,2.8,1 OR MINERAL SURFACE ROLL ROOFING WEIGHING MINIMUM -1 THE UNDERLAYMENT IS TO CONFORM WITH ASTM D 226, TYPE I OR TYPE II, OF 11 POUNDS PER 100 SQUARE FEET, COUNTERFLASHING TO BE CORROSIION- Q- � 4 OR ASTM D 4869, TYPE I OR IL UNDERLAYMENT TO BE INSTALLED FOR WATER- RESISTANT METAL WITH A MIN, THICKNESS PROVIDED IN TABLE 903,1 - 2004 FBG, -[ z SHEDDING, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY, Z Qj d UNDERLAYMENT TO OVERLAP A MINIMUM OF 19 INCHES AND BE MECHANICALLY U FASTENED AT 36" O.C. MAXIMUM, N 0 SHEET Deta INS i 34-8 ------------- 2�vis ions 15'-1" 911 2/5/16 REAR PORCH 311 r I m r -I r - - - - - - - - - ; - - - 12"x12" CMU BASE ONA - -1J - - - - - L - - J - - - - - - - - - - - - LI_ J Q 24"x24"x16" CONC, PAD W/ 3- *5 RODS EACH WAYtu I p N w I W O w ELEV,: - 4" o i p O w i I (y W 11-611 I 131-8" 211-0° I O 1 11 n _ uj Q 6 d � u- 12"x16" MONOLITHIC FOOTINGS i Ietrrl -------- --------------------------------------------- U W �- ----I-- W/ 2- "5 RODS CONTINUOUS, 'Nlllll�np , , d } c0 e14�+L+1 e d 111 _ U z q O O � � -----------------RECESS 1-1/211 FOR SLIDER------------------; 1 LL L •� 1 1 1 1 W Q LnL/ u ± , 211-0 � � IL fQ !� c� Z ;— ------- _ J--- ---------------------- I 1 , w O W Q O Cl Z Q ELEV.: O',O F (L N z ------------ ------------------ -------- 1 I O N w Q 1 , Z O (y z O O LL LU e e 1 t � OON �. 0 U � �1 II Z LU Z Z O } OOfK U W U N U (L BEARING NOTE: ' e t t 1 1 VERIFY ALL INTERIOR BEARING ; FOOTERS, PADS AND RELATED STRUCTURES WITH STRUCTURAL ENGINEER. 4" GONG, SLAB W/ 6X6 *10 W,W,M, ON A 6-MIL VAPOR BARRIER 1 1 ' OVER CLEAN, COMPACTED, i e TERMITE-TREATED FILL .I-. (3000 PSU 1 1 - a Lu t ' 1 1 ' 1 , 1 i �— Lu ue e I I t SINK SLAB -411 I I I i _ LL METAL ROOF PANELS INSTALLED , , " " , ,I / I\\ I \ 2 I 12 XS EDGE W/ �_ J � ..}.) PER MFGR. RECOMMENDATIONS OVER I- "5 ROD COT. _ - _ _ ,-,r - ' 1/16" O.S.B. ROOF SHEATHINGS INSTALLED , , �- Q.R.Q ,r - � 14 PERPENDICULAR TO ROOF TRUSSES II o h o I1j I �I i ; NJ Q) R-30 INSULATION WITH STAGGERED END JOINTS. NAILED LL-JL-JJ�J� -• I , , �. ® -�[A! 1 WITH SD COMMON NAILS g 6" O,C. ON OR HIGHER1 1 1y - m WITH MOORE BAFFLES EDEDGES AND IN FIELDS - e ca OVER ENCS. WOOD TRUSSES 1 ' •' ■ 1 OR CONV, FRAMED RAFTERS , 1 } 1 1/2" GYP. BD. CEILINGS TAPED AND SPRAYED ALUM DRIP EDGE o i t t 1 i —/ ■ 8" FASCIA W/ 1x4 SUB FASCIA 1 VINYL VENTED SOFFIT IX6 WOOD FRIEZE TRIM ' L J •----------- ---------------- ----------- 1/2" GYP. BD. z N 1 TAPED AND PAINTED HARDILAP OR SHAKE R-13 BAT SIDINGS = m INSULATION 1 ------------ 1 ' ' 1/16 OSB WALL SHEATHING ----------- , 1 — - -� - — - -� - — - — - — FASTEN W/ Sd COMMON -- I ------ - O J Cf) LL `w a 6" O.G. EDGES / 6" O,G. INT 70 I EV, - 4" - ' ' ' ' I-- Q) TYVEK OR EQ. VAPOR BARRIER ' ' ' e W = '- 0 _o� I 2 X 4 02 CONST GRADE OR BTR. STUDS I WIra 4"I fY e 16" O.C. - ---^^ W t 1 ' ' (� m � _ $O I I I i 1 - o ELEV.: O ,O C� 9) W � ' 3/4" t<G CDX SUBFLOOR - r - I, r - - - - - - - - - - - - - - - - - - - - - - - - - - - T , L_ > z .. ' 00 , 2X4 SHOE PLATE I I I I I 1 , , (y) (J) L J J L [ :I/, M GALv. METAL sTRAPs �, 12"x8" DROP EDGE FOOTING o W U IS" FLOOR TRUSSES " n W/ 1 - *5 RODS CONTINUOUS. ; ' W/ BATT INSUL. FOR DAMPENING SOUND 12"xl2" CMU BASE ON A 1 i 3'1 9 11-011 24"x24"x16" CONC. PAD ' W/ 3- *5 RODS EACH WAY 21'-4" 12"x16" MONOLITHIC FOOTING ; ; ; I■■�M �. W/ 2- 05 RODS CONTINUOUS. ; n 1/2 DHARDILAP OR SHAKE GYP. B . TAPED AND PAINTED ELEV.: � � -" SIDING R-19 BATT , 1 O D 1 , INSULATION 1/16" OSB WALL SHEATHING 1 , to ' FASTEN W/ Sd COMMON - - I - - - - - - - o6° O.C. EDGES / 6" O.C. INT TO , t lull 1 TYVEK OR EQ, VAPOR BARRIER ' ' 2 X 4 02 CONST GRADE OR BTR. STUDS , 1 TREATED, CLEAN, COMPACTED FILL A5301 X 1/2" ANCHOR BOLT OVER 6-MIL W/ 2" WASHER o , � O VAPOR BARRIER ro" FROM CORNERS - 1 1 O ' 1 I z -! GARAGE DOOR � Rnve I ` , cg I /71- - - , - - - SEE FOUNDATION PLAN < ENGINEERING SPECS _ - - - - - - - - - - - - - - - - - - - - - - - - - - z e FOR FTR SIZES AND BAR 1 , Z �- ------------------------------------------------------------------- lL `a I REQ'SN 12" MIN DISTANCE BELOW GRADE 131-4° 211 " Q .C G C _ e•� -.e,. -.>,• - TYPICAL 2—STORY FRAME WALL SHEET SECTION (DUNDATIONF FLAN _��visions 2/5/16 REAR PORCH - — — - — - — - — - — - — - — - — - — - — - — - — - — - — -� i Q 10'1-1/8" PL 1011-1/8" PL �- + 4" STEP + 411 STEP ( I I I W o Q COVERED PORCH Ci N I ' 10'-1" PL I w . 0- I W + 4" STEP I I � Z dal 12 II atow Lu I I _ �_ nn,, 12 U , U W 5� � � } w �- --„' � utKzz W Q W� GENERAL FRAMING/LAYOUT NOTES: -1 U U coUj LL �_ Z APPLICABLE CODES: d) 00 0 Q 0 - FLORIDA BUILDING CODE 2014 5th EDITION, - FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION ------------- ______- (CHA,FBC-2001) Q... t� Z � -FLORIDA FIRE PREVENTION CODE 2001 EDITION - NATIONAL ELECTRICAL CODE 2008, NFPA l0 11IaIk I C:D a: Z z Z Z -NATIONAL FIRE ALARM CODE 2001,NFPA lW2 civ I) EXTERIOR WALLS: - A n O o O W O O NEW CONSTRUCTION: - 2x6 02 SYP w/R-19 INSULATION \5EDIRO W U W_ 0 - 1/16" OSB W/ TYVEK OR EQ, T , I d 21 -9 PL01V21 -9 PL I z � Zzo ZIP-BOARD OPTIONAL I 11 , I II Q I �- (K }- - HARDILAP SIDING AND TRIM , I ' lO NT z u z ff Z - INTERIOR - 1/2" SHEETROCK I 10 T'tT 1 W 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S Mc3 jEDRO1� #�F 1/11 1 ITU W U t� USPECIFICATIONS FOR R/O SIZE, JAMBSPECS AND WIND ^ tJ H REQUIREMENTS AND STANDARDS. -GARAGE DOORS: SERIES 280 DL: 25/PSI TL: 31.5/P5I Bath 0 - HOUSE-TO-GARAGE DOOR TO HAVE SELF-CLOSURE MECHANISM - WINDOWS LESS THAN IS" AFF TO BE SAFETY GLASS PER #2 FBG-R 2001-308 x 3) INTERIOR FRAMING 2X4 TYP.,2X6 AT PLUMBING AND BEARING LINEN �o WALLS > 10' HT. FINISH 1/2" SHEETROCK 12 12 ___=MASONITE GREEN BOARD INSTALLED IN BATH AREA FLOOR COVERING AND ENTIRE BATH ENCLOSURES ro� 6 4) PLATES: L' - MAIN IST FLOOR: 10'-1-I/8" PL e - FLOOR JOISTS: 18" FLOOR ENGINEERED TJI JOISTS _ - - - - _ - LINEN A/C I , o CABS PULL DO ATTIC ST S CHAS Walk-Ire x U - 2ND FLOOR MAIN: 10'-1-1/8" PL ---> 21'4" TOP PL - 2ND RAISED LOFT: 14'-1-I/S' ROOF PL --> 25'-9" PL `------ -----_ 5C7tI1 /� •�- o, 12'-I-/8" CLG PL LAUNDRY 101 I - HV c - GARAGE ROOF PL: 10'-I-1/8 PL +6 �' DROP LU - FRONT PORCH PL: 10'-1-I/8" PL +4" STEP TO ALIGN W/ GARAGE FASCIA V �+ - REAR PORCH PL: 10'-1-1/8" PL 4 4" STEP 5) - MAIN ROOF PITCH: 6/12, IS" OVERHANG TYP. - - - - - �------------ "' S U1ER OWER--l< ,- 1 ° - FRONT GARAGE < 2x6 WALL _ - WALL 0 2xro ' I PORCH ROOF: 5/12,OVERHANG IS" TYP. F1, �- - REAR PORCH ROOF: 5/12, OVERHANG, OVERHANG 18" ° N I HERS ' ANY AND ALL MANUFACTURED FLOOR TRUSSES,ROOF +91.5° fy 1017 Tub I ' _= TRUSSES, BEAMS OR FABRICATED MEMBERS TO BEH O Q DESIGNED AFTER ON-SITE DIMENSIONS AND CONDITIONS = ' N I I ' vJ n` ` REQUIRED FOR SUITABILITY HAVE BEEN VERIFIED. x 1!41] I , 12 , n _____, v 6 KJ V =ROOF RAFTERS/JOISTS PER DESIGNS BY I o � I u o o ° I N L U STRUCTURAL ENGINEER +139.815" I ff n ' I il� c�n o - METAL ROOF PANELS PER MANUF. SPECS �- - l/16" OSB ROOF DECK W/ "15 FELT TYP, z 10' HT I I KITCI-I - PEEL-N-STICK UNDERLAYMENT IN.RIDGE$ E VALLEYS 1210' HT AND 4/12 PITCH AREAS LOFT ; LINEN __ I -R-30 ATTIC INSULATION TYP, 12 6ICJ i I I 6) FOUNDATION: CMU FOOTING PER ENGINEER 10" TREAD , I X1,5" RSRS 21 1-S PL IF - - - 1-70 c - VERIFY EXTERIOR SEARING WITH ENGINEER - -Q mcq - VERIFY INTERIOR BEARING WITH ENGINEER -8 - S � 1) INSULATION AREAS TO INCLUDE: 1 O ul - - - - - - - ALL EXTERIOR WALLS 14 ROOF PL ------ ----- I i SAND PANTRY -ALL WALLS ADJACENT TO UNCONDITIONED SPACES121 CEILING P — — — _ — — — 2x6 WALL I R P - ALL PLUMBING WALLS - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS 12 12 ' O 8) VABY OTHERS ro 6 Ln HC 9) PLUMBING BY OTHERS ' ° ' — —— I O 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED 'I U— (V d1 STRUCTURAL ENGINEER OR TRUSS MANUFACTURER, I I COVERED PORCH lo'-O PL +-1T w a > m MASTER IBEDROOM I I O T m I � - - - - - - - - - - - - I � z � 251-1-1/8" PL ROOF PL � — - — - — - — - - — I le tEP DOWN I, 0 0 23'-1-1/8" CEILING PL12 ,I CC) d }- ro21 I-C311 PL 12 N 1&1-1/5" PL V LU + 4 STEP L- L- ------------ ___ ___ ___ ___ ___ ___ ___ SECOND FLOOR LINE 21'-9" PL - --- 2 CAR GARAGE12 x 12 �5 10' ROOF PL N CJ'-I-1/5" CLG PLo PULL DOWN ATTIC STAIRS + 4" STEP DOWN N z - - 10'1-1/8" PL I II o -� 10 1-1/S PL {� z z � d II U o II = u EXTENDED RAIGE * ', SHEEN' O® LAYOUT. 1st FL,00FR FIRAMING FLAN. S - 2 I �I DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING RE UIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX NOTES 3,4ST-1......................STRUCTURAL SPECIFICATIONS N USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ST-2......................FOUNDATION PLAN Building Code ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN Florida Building and Residential Codes,5th Edition(2014) 0 O STUCCO AND DIRECTLY MIN 15/32"32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR('/6'24/16 ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE ST-3A....................1ST LEVEL ROOF FRAMING PLAN O ADHERED STONE Code for Design Loads of = INSTALLED HORIZONTALLY) W/8d COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE SIMPSON ST-4...................... 2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) (� ANSI/ASCE 7-10 Q (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANE EDGES. SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON FASTENERS USP USP FASTENERS ST-4A....................2ND LEVEL ROOF FRAMING PLAN (IF APPLICABLE) M w w ST-5.......................TYPICAL WALL SECTION SHEET 1 _ J = 8 Y4"x 1 Y2"SDS SCREWS (8)/a'x 1 2"WS15-GC ROOF LOADING..............................................:C - 1.25 c� ST-6......................SECTIONS AND DETAILS d' Cd U - MIN�/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL 1,2,3 ( � IN STUD 1,2.3 WOOD SCREWS IN STUD (9)10d COMMON (9) 10d COMMON TOP CHORD LIVE LOAD..................................20 PSF _ ALL OTHER VENEER W/8d COMMON: 6"O.C. EDGES AND FIELD(UNBLOCKED HORIZONTAL PANEL EDGES); DTT2Z 1 1 DTB-TZ Y"Q1 x 4Yz"EMBED EPDXY CS18 EACH END OF CS20 EACH END OF ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) 0 FL Q /2 0 x 4/2'EMBED EPDXY z TOP CHORD DEAD LOAD................................7 PSF NOTE 8 BOTTOM CHORD LIVE LOAD i- ( ) 6"O.C.AT PANEL EDGES, 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES) OR SCREW ANCHOR OR SCREW ANCHOR STRAP STRAP O ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) (18)0.162"x 2 2"IN (18)0.162"x 2 2"IN LEGEND LO MIN 15/32"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 1,2,3 STUD/BEAM/TRUSS 1,2,3 STUD/BEAM/TRUSS 1 1 ATTICS WITHOUT STORAGE....................... 10 PSF Y O N TILE ROOF HTT4 HTT45 MTS12 (7)10d x 1 /" MTW12 (7)10d x 1 /" OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL C4 CV U z PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C. �T PANEL EDGES AND 5 , 1/8" N (NON-CONCURRENT) w - (NOTE 7) /a'f1J x 6"EMBED ANCHOR /$ 0 x 6"EMBED ANCHOR EACH END EACH END CO BOTTOM CHORD DEAD LOAD...... o = U 8"O.C. IN THE FIELD IN CONCRETE IN CONCRETE ALTERNATIVE FOR THE APPLICATION SHOWN CO 5 PSF r U_ Q I- 1 1 LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL M O w H SHINGLE AND METAL ROOF MIN /6'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LO JG DIMENSION (26)0.162"x 2/2 IN (26)0.162"x 2/"IN O O EOR ENGINEER OF RECORD J 0 = Z .PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 6"O.C. T PANEL EDGES, 12" 1,2,3 STUD/BEAM/TRUSS 1 2,3 STUD/BEAM/TRUSS 9 10d COMMON d7 � � WIND LOADING................................................. Cd=1.60 x U) z (NOTE 9) HTT5 HTT45 MSTA24 (9) 10d COMMON MSTA24 ( ) O.C.IN THE FIELD. 5/a'0 x 6"EMBED ANCHOR 5/"0x 6"EMBED ANCHOR EACH END EACH END OS EACH WAY I LL- ASCE 7-10, 3S GUST........................................ 130 MPH OSB ORIENTED STRAND BOARD FLOOR DECK SHEATHING: 23 IN CONCRETE IN CONCRETE � BASIC WIND SPEED /2'T&G OSB OR PLYWOOD W/10d COMMON:. 6"O.0 AT PANEL EDGES, 12"O.C. IN THE WSP WOOD STRUCTURAL PANEL N EXPOSURE CATEGORY.................................. C (NOTE 5) FIELD. (20)Ya"x 3"SDS SCREWS (24)3"WS IN STUD Cn SYP SOUTHERN YELLOW PINE N IN STUD GROUP GROUP 13 10d COMMON cu BUILDING CATEGORY..................................... II MIN 3/"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR T SUPPORTS W/8d HDQ8-SDS3 PHD8 ( ) (13) 10d COMMON SPF SPRUCE-PINE-FUR CO �„ �„ MSTA36 MSTA36 N ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: a 0 x 12"EMBED ANCHOR $ f71 x 12"EMBED ANCHOR EACH END EACH END CONT CONTINUOUS m COMMON: 3"O.C.AT PANEL EDGES, 12"O.C.iN THE FIELD. J a) INTERNAL PRESSURE COEFF........................ 0.18 IN CONCRETE IN CONCRETE O.C. ON CENTER IL. C&C DESIGN PRESSURES.............................. (SEE TABLE 1) "SW"DESIGNATED SHEAR WALLS: MIN�/16'OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W1 8d COMMON: 3" (38) 16d SINKERS INTO (38) 16d SINKERS INTO (11)10d x1 2"IN (11)10d x1 2"IN LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, LINO. O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), STUDS STUDS TRUSS/RAFTER TRUSS/RAFTER (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) (NOTE 8) 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). STHD14 WET EMBED IN STAD14 WET EMBED IN HTS20 1 HTW20 1 „ LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE J > (11) 10d x 1 /"IN (11) 10d x 1 / IN J FLOOR LOADING..............................................Cd=1.00 � TOP CHORD LIVE LOAD......................... .........40 PSF NOTES: CONCRETE CONCRETE STUD STUD PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, LINO. O TOP CHORD DEAD LOAD....................... .........10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/2"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING (10) 10d x 1 2"NAILS IN (10) 16d COMMON NAILS (5)8d x1 2"IN (5)8d x1 Y2"IN SYS 42 PROPERLY RATED OPEN WEB HEADER Z U) SHANK NAILS. 0.148"x 3"LONG). 2 STUD 2 IN STUD H2.5T/ TRUSS RT7/ TRUSS BOTTOM CHORD LIVE LOAD..........................0 PSF ( ) LTT20B LTS19 INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS 0 BOTTOM CHORD DEAD LOAD............... .........5 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. 2"0 x6"EMBED EPDXY 2"0 x6"EMBED EPDXY HA8 (5)8d x 1 2"IN TOP RT7AT (5)8d x 1 Y2'IN TOP � U 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE OUTLINED-0N TYPICAL WALL SECTIONS, DETAIL SHEETS 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION A JD SUPPLEMENTS OF (5) 10d x1 2"IN 5 10d x1 2"IN INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM V SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 O Q � I TOP CHORD LIVE LOAD................................ ..60 PSF CURRENT APPROVED APA.MANF.SPECIFICATIONS. ABU44 (12)16d COMMON NAILS PAU44 1 (12)16d COMMON NAILS H8 TRUSS RT8A TRUSS BOTTOM PLATE ANCHORAGE IS 2"ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW 4_0 TOP CHORD DEAD LOAD................................ 10 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP 5/6"0 x 7"EMBED EPDXY 5/„0 x 7 EMBED EPDXY (5)10d x 1 2"IN (5)10d x 1 2 N "IN SPECIFICATIONS) :3- REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. TOP PLATE TOP PLATE p O BOTTOM CHORD LIVE LOAD...........................0 PSF BOTTOM CHORD DEAD LOAD........................5PSF 6. 15/32 - '32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL (12)16d COMMON NAILS (12)16d COMMON NAILS (9)10d x1 Y2"IN (8)8d x1 Y2"IN STRUCTURAL WOOD BEAM It co U) MAXIMUM FLOOR TRUSS SPACING...............16"O.C. BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, 5/"Q1 x 7"EMBED EPDXY 1 5/"f?1 x 7"EMBED EPDXY STUD STUD W -4-1 MIN STRUCTURAL REQUIREMENTS ARE �/16'24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER ABU66 PAU66 TSP LFTA6 N WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . (12"EMBED AT GARAGE (12"EMBED AT GARAGE (6) 10d x 1 2"IN (8)8d x 1 2"IN DOOR RETURNS) DOOR RETURNS) PLATE PLATE FOUNDATION KEYNOTE CALLOUT D DEFLECTION CRITERIA 7 15/32'PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDA- IONS.SHOULD A ROOF TRUSSES.............................................. LL/240WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/2"APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. HU48, (14) 16d COMMON IN HD48, (1 2 4) 16d COMMON IN (6) 10d COMMON (6) 10d x 1 "IN HUC48, HD481F, IN TOP PLATE TOP PLATE ~ TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES. HEADER HEADER DSP RSPT6-2 1 STUD COLUMN KEYNOTE CALLOUT TL MAX 1"UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5'IN LENGTH. 28-2 (6) 10d COMMON IN BEAM HD28 21F (6)10d COMMON IN BEAM I(N STUD H8) 10dOEADOER STUD/HEADE2R D M 40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD HUC28- NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. 0 ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THESTRUCTURAL HU (18) 16d COMMON IN HD41Q (18) 16d COMMON IN (26) 16d SINKER R (28) 16d SINKER IN O Q OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. HUC410, HEADER HD4101F, HEADER LGT3 WALL FRAMING LUGT3 WALL FRAMING NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS Y co TL/240 HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (12)SDS Y4"x 2 z IN (12)WS25 Y4"x 2 z' TO MATCH WALL FRAMING SIZE AND GRADE, UNO. CD TL MAX 3/4" TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING I HUC210-2 BEAM HD210-21F BEAM TRUSS IN TRUSS 2 2STUDS 0) � a WOOD I JOISTS............................................... LL/480 NOTES 1, 2,3 (4)Y4"x 1 2"SDS SCREWS (4)Y4"x 12"WS15 SCREWS o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN IN TRUSS/RAFTER 1N TRUSS/RAFTER Z TL/240 STUCCO FINISH-U360 FLEXIBLE Fil JISH-Ul20 HGA10KT HGA10 SDWC14500,SDWC15600 NO USP EQUIVALENT 2 ANCHOR TL MAX 2" BEARING CONDITION WALL HEIGHT WALL HEIGHT (4)Y4"x 3"SDS SCREWS IN (4)Y4 TOP PLATE TOP PLATE BOTTOM OF STUD COLUMN CONNECTION •1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN NOTES: &STUD TYPE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT •2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER DIA. &EMBED SPECIFIED WEDGE DIA.&EMBED SPECIFIED W 2x4 SPF STUD 16* 12 16 16* TITEN HD COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. FBC 1605.3.1.1. ON PLAN BOLT+ ON PLANLO J "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN Z I 0 2x4 NO.2 SPF 16 12 -- -- -- 16 16 16 12 -- d• X ❑ z NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE ti W W Q . 0 TABLE 1 : COMPONENT AND ° (2)2x4 NO.2 SPF 16 16 16 12 12 16 16 16 16 16 NOTES: d' 0.PQ C N 0 O W It M z O 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON 2"x12"TITEN HD OR USP WEDGE w ❑ = w Y H ❑ w 0 CLADDING DESIGN PRESSURES BOLT+IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. HEADER STRAPPING KEYNOTE CALLOUT � J 0 Z Z 0 J ❑ °w [J7 N 2x6 N0.2 SPF 16 16 16 16 16 16 16 16 16 16 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC TIE INSTALLATION SPECIFICATIONS. NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 1 M ❑ Z W J - m J Z w O 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH F W W - M < M < 0 I W 2x4 SPF STUD 16* 12 - 12 0 W ❑ N W w 0 WINDOWS AND DOORS -- -' - - -- - -- EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. TYPE OF STRAP CONNECTING HEADER TO JACK STUD W O W w W tL W (D p ❑ EFFECTIVE ZONE DESIGNATION 2x4 NO.2 SPF 16 12 -- -- - 16 16* 12 -- 4. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 1 MSTA24 Z ❑ a W M ,, M ❑ W 0 Z [If -- 1 „ 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION U) ❑ 0 m d Z W J M Z {- 0 Q 5. POSITIVE PLACEMENT GUN NAILS,2 / LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST 0. } w W 0 Z Ll WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) LL 00 (2)2x4 NO.2 SPF 16 16 16 12 12 16 16 16 16 16 •1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP Z I O Q I7 N I w W to F ' W W BASE ANCHORS,CS18,AND MSTA FLAT STRAPS. W Q F- W N N ly 2 O -� •2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD W 0 w F I I w ❑ C] 0-20 ft +24.61 -26.70 +24.61 -32.95 O u 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 Z Q I F W J M H F M Z w Q W Q SPECIFIED �+ �+ GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. H 0 Q 0 CL 0 a -3 0 21 -50ft2 +23.42 -25.51 +23.42 -30.58 2x6NO.2SPF 16 16 16 16 16 16 16 16 16 16 TABLE 8. SPECIFIED SW WALLS Q Z I- Z W 0 Z u' x ❑ Z ❑ NOTES 1,2,3,4 NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP m a w w W I M ❑ ❑ 0 W "I ❑ Q W 51 -100 ft2 +22.01 -24.09 +22.01 -27.74 NOTES: [7 4 M n Ll Z W w Z W 0 Q I w 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON Z Z Q x w 0 ❑ l.- 0 - I 0z 101 200 ft2 +20.91 -23.00 +20.91 -25.56 PLAN, HEADER FRAMING KEYNOTE CALLOUT W i _ p w Z Q E w to _ It 0 w x Q D Q E W 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. END STUD GROUPS (2)2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING Z w W Q W W I Z p J � Z m w w VINYL SOFFIT MAX PRESSURE(psf) +23.5 -30.74 3. O STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL END ZONES TO BE \, Z I >- Q Z U 0 0 H W z DOUBLED, FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR4'END ZONE LOCATIONS. SW TYPE NUMBER OF STUDS NUMBER OF JACK STUDS EACH SIDE OF OPENING C� C7 t, Z N w a Ix N Z z 2 � GARAGE DOOR PRESSURE SEE FRAMING PLAN -TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN z w ww 0 4 M z M Q Z_ Z 3 I a SW1,SW2,SW3 2 SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYP) OR WSP LU Z I W o In w Q H NOTES 1,2,3,4 \ - W - 0 0 w 0 F I M W 0 - PRESSURE TREATEDLUMBER sW4 3 C) F a = z p�- :3 o ❑ w � i NUMBER OF PLIES IN HEADER h- DIAMETER LENGTH � \ 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP Z U Q � U w 0 I w � Z Q 8d COMMON 0.131° 2%" REFASTENER \\ REQUIREMENT. U w ? 3 NIL N Q 0 I7 F ?U -1 PSERVATIVE FAST-NER TYPE ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT J 8d RINGSHANK 0.113" 2-3/8" 2 9 1/2"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING LI_ ACZA STANDAR CARBON STEEL ( ) 10d x 1%" 0.148" 1%° \ END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W! Z SHEET NO.: END ZONE KEY MAP 10d 0.131" 3" SODIUM BORATE(NOTE 1) STAINLES FASTENERS REQUIREDCONNECTORS AND. S W 1 MIN 36"BLOCK W/(20) 10d TO END STUD NUMBER OF JACK STUDS EACH SIDE OF OPENING O ST-1 END ZONE: END ZONES SHALL BE TAKEN 10d COMMON 0.148" 3" HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL LVL, PSL, OR SYS42) AS THE 1ST 4.0' PER IRC FIGURE R301.2(7) 01 12d COMMON 0.148" 3-1/4" CONNECTORS MUST HAVE DEPTH OF HEADER STRUCTURAL Z-MAX, G120 OR TRIPLE ZINC END STUDS CONNECTION(NOTES 5,6,7) 16d SINKER 0.148" 3%4" ALL OTHER PT NUMBER OF PLIES IN HEADER(1 3/4"WIDE UNO) 0 COATED FINISH. HEADER FRAMING " 3-Y2" ALL FASTENERS MUST BE HOT SWTYPE(INCLUDING ACQ& MCQ) 1ST LEVEL 2ND LEVEL 0- SPECIFICATIONS 16d COMMON 0.162 HOLD DOWN STRAPPING w DIPPED G LVANIZED. NOTES: SW1 DTT2Z MSTA36/CS18 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2) ROWS 10d @ 8 '.O.C. 0 JOB NO.: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: Y STAGGERED. V SW2 HTT4 (2)MSTA36/CS18 AT0425 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: Q SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY SW3 HTT5 (3)MSTA36/CS18 •SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. SUBDIVISION: T ATTACH TO ALL FRAMING MEMBERS I F1667. NOMINAL DIAMETER SIZES APPLY O FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN SW4 HD 8 4 MSTA36/CS18 (KING STUD TOP PLATE HEADER Q ( ) ( R SILL CRIPPLES ETC. W/8d Of BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. COMMON @ 3"O.C. 0 338 4th Street 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF •EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING J A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE IL BOTTOM PLATE ANCHOR SPACING(NOTE 7) MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE LL' SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. •NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END Q 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SW TYPE MAX ANCHOR SPACING •WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL " LOT NO.: SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING Z _ SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. SW1 48"O.C. 3. FASTEN ALL MULTI PLY HEADERS TOGETHER WITH(2)ROWS 10d @ 8"O.C. , STAGGERED ALONG EACH EDGE. L CONCRETE AND FOUNDATION NOTES SW2,SW3,SW4 24"O.C. 4. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS . 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). 5. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. cq FLOOR PLAN: 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). 6. UNO ON PLAN, MIN(1)SDWC15600 TOP PLT TO KING STUD AND(1)SDWC15450 KING STUD TO BOTTOM PLATE Smith Residence 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS AT FIRST -j 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 24"LONG#4 BARS RECOMMENDED TO BE FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 0 Z DESIGNED: INSTALLED AT ALL REENTRANT CORNERS. NOTES. 7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE: 1/2 INCH T02 INCHES IN LENGTH. 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: M LC/AKR DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THEMANUFACTURER'S BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF •TOP PLATE TO HDR W/SDWC15600 @ MAX 32"O.C.AS SHOWN, "ALTERNATE SECTION(HEADERS),ST-5 V W RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116, THE MANUFACTURER OR SUPPLIER SHALL PROVIDE WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3, SW4, OR SWB ON THE PLAN. •SPH w/(12)10d x 1-12"@ 16"O.C. OR I- REVIEWED: CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. •DSP w/(14) 10d x 1-2"@ 16"O.C. OR X p 1ST FLOOR 4.0 FT END ZONE 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT •FASTEN TRUSS DIRECTLY TO HEADER w/MTS OR HTS w/(14) 10d x 1-1/2"(OR EQUAL APPROVED BY EOR). W DBM (TYP) DESIGNATION 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . Cl- ACCORDANCE WITH FRC 5TH EDITION(2014) TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. TABLE 9: PLANK-ORIENTED HEADER REQUIREMENTS Q REVISIONS DATE THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S 5. 2ND LEVEL"SW SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: NOTE 6(APPLICABLE TO ALL) RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • HOLD DOWN WITH FULL-HEIGHT Z"DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS • 2ND LEVEL END STUDS TO MATCHING IST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD STUCCO FINISH-U360 FLEXIBLE FINISH-U180 CONTINUOUS ROUGH OPENING WIDTH LAPPED 6"AND SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF DOWN. (NOTES 1,2) MAXIMUM 11' MAXIMUM 11' m SUBTERRANEAN TERMITES. 6. DESIGNATED "SW"SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. PLATE HEIGHT PLATE HEIGHT 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS . SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. RECORD IF THIS CONDITION EXISTS. GREATER THAN 48"UP TO 75" (NOTE 3) (2)2x4 (2)2x4 W 10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR O UP TO 111 (2)2x6* (3)2x4 Z 3' F RAM I N G NOTES p GREATER THAN 75" " FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. z 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMI E FOOTING LOCATION FROM 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN 0 ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TOW ALONE, CONTACT THE ENGINEER OF RECORD: 1 ' GREATER THAN 48"UP TO 75" (NOTE 3) (3)2x4 (2)2x4 Q PRE-ENGINEERED TRUSSES & I-JOISTS THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANE{TYPICALLY 16'TO e GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. 0 GREATER THAN 75"UP TO 111" (2)2x6* (2)2x6* Z MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTU Z4L PLANS SHALL BE DESIGNED UNDER THE 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND 1. FOR OPENING WIDTHS GREATER THAN OR EQUAL TO 48", FASTEN PLANK HDR TO STUD GROUP WITH MIN(6)10d ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET DETAILED BY OTHER. TOE-NAILS AT EACH END. 0 ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. h CONSTRUCTION IS COMPLETE. LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. . 3. FOR OPENING WIDTHS LESS THAN 48",A SINGLE 2x_PLATE IS SUFFICIENT. FASTEN PLATE TO STUDS WITH(3)10d 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING, BEARING LOCATION AND NAMING 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. TOE-NAILS AT EACH END. CONVENTION OF THE LAYOUT SHOWN HERE. 5. ` FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8"O.C.STAGGERED. 4. FOR PLATE HEIGHTS ABOVE 11', SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. LL_ 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. 5. (*) HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. Q WITH THE TRUSS SHOP DRAWINGS. 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 6. IN SITUATIONS WHERE PLATE HEIGHT ELEVATION VERSUS TOP OF OPENING ELEVATION DOES NOT PROVIDE FRAMING CD_ 4.0 FT 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. DEPTH ADEQUATE FOR PLANK ORIENTED HEADER TO BE INSTALLED, GRAVITY HEADER HAS BEEN SIZED TO RESIST OUTR URAL 2ND FLOOR I�.p END ZONE RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP D SWINGS MAY BE DISREGARDED. 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR OF PLANE WIND LOADS. ANY SHIM MATERIAL BETWEEN TOP OF OPENING&BOTTOM OF HEADER SHALL BE FASTENED ( DESIGNATION 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. 1 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL E DESIGNED AND SUBMITTED TO THE TO BOTTOM OF HEADER WITH (2)ROWS 0.131"0 X 1 „EMBED INTO HEADER @ 8"O.C.STAGGERED. ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITER A,THIS SHEET. 1 „ LU X w '00 ®4 L %. < ec' urray, P.E. � �; �I� P.E. No. 71457 ME 02-09-2016 34'-8" GENERAL FOUNDATION NOTES 4"CONCRETE SLAB 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE W/ 13'-8" 21'-0" A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH 6x6 W1.4 x W1.4WVF OR EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL FIBERMESH •12"SQ. SOLID FILLED CMU 1'-6" 16'9" 16'-5" AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF .7--. BASE @ EACH COLUMN MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR — — — — — 8"MIN LOCATION, (3)TOTAL @ REAR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. C4 28"MAX PORCH 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT CV �j�//�//�//�/ /�// l \ •(2)#4 OR#5 FULL HEIGHT =: — — — — — — — — — — ':; — — — — — SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL \ VERTICAL TO BEND AND TIE :J - - - - — - - - - - - — � FOUNDATION WORK MAY BE REQUIRED. VAPOR BARRIER �// p 12"MIN \/\\/\\/\\/\j TO FTG REINFORCEMENT AT J — _J 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN \ /\\j\\\ BOTTOM ® ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL � PLANS FOR LOCATION OF SLIDING GLASS DOORS. M 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. ^ \ (3)TOTAL SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. FOOTING TO BEAR ON \ / 6"OPT. EXTENSION IN BRICK 5. 24"LONG#4 BAR iS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT O FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN o o CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET. 00 N O 12"UNDER 1 STORY WALL WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 I BAR IN BRICK LEDGE 1 CNI � N 16"UNDER 2 STORY WALL FOUNDATION KEYNOTES. CR d: M WITH(3)#4 OR(2)#5 CONT NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O ih NOTE 3 O U- 0'-6" 8"x8"DEEP THICKENED EDGE MONOLITHIC FOOTING SECTION Awi(1>#4corvT NCD 1 IF GROUND ADJACENT TO FTG SLOPES DOWN N U AND AWAY FROM STRUCTURE STEEPER THAN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TIN M c V-0"VERTICALLY PER T-0"HORIZONTALLY, � -- -1 B 12"DEEP FTG W/#4 @ 12" EW CONTRACTOR HAS TWO CHOICES: I UNDER BOX COLUMN, FTG TO BE J m (D 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE °D I OPT 0'-6" PROJECTED MIN 6"AS SHOWN LL OF EOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING (3)#4 EW J 16"SQx12"DEEP FTG W/ J I I � — (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF — — — — ! 24"SQx20"DEEP FTG W/ 0 OR FIBERMESH — — — — — — — — I (3)#4 EW (n --.a— e------- - F cu --- -------- d_. -.--d -=-- DEEP FTG W/ a a I I I E 30"SQx20" V (4)#4 EW a F 36"SQx20"DEEP FTG W/ 0p VAPOR BARRIER H 16" 48"SQx24"DEEP FTG W/ — M i I G (5)#4 EW,T&B Cl) -1L-+ BEARING WALL FOOTING SECTION I U) I �3 -2M 0 I U o b) II I 3 1 ID 4"CONCRETE SLAB W/ I I N i 6x6 W1.4 x W1.4 WWF OR ' Z FIBERMESH � - - - - - - - 0'-0"A.F.F. — — 0 SEE ARCH. — — — — — — — I 4"CONCRETE SLAB WITH WWF OR DWGS. _a FIBERMESH OVER MIN 6 MIL VAPOR I W �1 BARRIER. SEE CONCRETE NOTES LO 8"MIN I 3 AND SECTIONS. ti W W a Z p - 8"x8"THICKENED 8" o� I I Q N 0 O w � Q Z FTG AT STEP-DOWN, 4'-8" 3'-8" 5'-1" 2'-7" 18'-2" d' W LL 0 0 0 Z 0 U N 0 0 J W VAPOR BARRIER 4"CONCRETE SLAB W/ ti a W 0 _ W U a SEE PLAN 6x6 WOR FIBEIR MESH O F W w Z 0_ m a 0 8"CMU CHAIR BLOCK W/ W W � 1 ❑ NW WON (A - ❑ ILL TOP OF SLAB h (1)#5 CONT. Z 0 a w M F m D 0 4 CURB STEP SECTION = ° ❑ ma } w - wimZz ❑ T °D 5 cn a wl- Oz0 ----- ------ z � cn za ❑ < 0wlwwwI- - ww 00 D LL_ 0 0 4 6., — — — — — — - -1 F — — VAPOR BARRIER _ Q W O Lu LL 0 a O \/j/ /\/\�' / m Q Z w Z a 0 0 ❑ X IX o W 4"CONCRETE SLAB NO 4 OR NO 5 @18"O.C. /\� /\j\�g / Z a Q W ❑ w 0 W ❑ 2 Z W/6x6 W1.4 x W1.4 W/9 BEND @BOTTOM I I �/ //\//\ uj M Z 0 W 0 Q w N <L a W WWF OR FIBERMESH VARIES #4 OR#5 VERT REINFORCING / / //\\//\\//\ W w'w Z w Q w [Qi rn W Z 8"MIN UP TO 3 COURSES: 72"O.C. �\\\\ \\/\\ _Z z w Q w a i 1.- Z J f- Z m � W Z a . I 4 TO 5 COURSES: 48"O.C. `//// / /1/// , 2 } Z Q 0 - - a 0 0 0 Q w 0 W W Q m Z - a Q z 3 - Q 28"MAX �\ \ 0 t7 ❑ f7 Z } W W W a 0 (n ? Z 2 - / Z Z 0 Q I- F \\ I - ----- - - \/\ �/ 12°MIN/\j\\j\\j\\j\� - I I N I ��j/ .o. e 6 i/\\/ Q = Q ❑z >- zw � /\/ / /\ \ / zc1a � nQ ' oz wWz Ir VAPOR BARRIER //\ i/ \/ '//\//\//j// v 5'-21" /\// /\/\/�\ ADDITIONAL#4 OR#5 IN ❑ w Q I- 1- 2 0 O � \/ 13'-6" 2 10'-8" 5'4" FOOTING TO BEAR ON FIRM \�.,//\\ \' - U H 3 N a w Q O M H 0 U \ \ — m / BRICK LEDGE 0 UNDISTURBED SOIL J 6"OPT. EXTENSION IN BRICK I I 4"OPT BRICK LEDGE SHEET NO.: LOCATIONS ON FND PLAN I 3 I VERTICAL REINFORCEMENT Z I TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN O ST-2 12"UNDER 1 STORY WALL J WITH (2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO,5 I _ _ _ _ _ _ _ CAST-IN-PLACE FOOTING SPECS BAR IN BRICK LEDGE - I 1-STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT FOUNDATION 16"UNDER 2 STORY WALL 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT 0 WITH(3)#4 OR(2)#5 CONT 0'-4., 1 L — — — — - - - - - - � 1 � PLAN 1 1 N 1 STEMWALL SECTIONp JOB NO.: )�FUI AT0425 1SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Q- - — _ LLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 SUBDIVISION: COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 0 338 4th Street 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY LL 4"CONCRETE SLAB W/ I 6' ` ' 3 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 6x6 WI A x W1.4 WWF OR I ® r Q FIBERMESH U-0"A.F.F. •12"SQ. SOLID FILLED CMU 4'-6" 4'-6" 5'-8" 6'-8" U LOT NO.: SEE ARCH. BASE @ EACH COLUMN (3)TOTAL Z - - ��- a -4- a DWGS. LOCATION, (3)TOTAL @ A 0'-0"A.F.F. — \\ \\ \\ 4 -- °-°-- FRONT PORCH I (BEYOND) U-BLOCK W/ �- -r '/ / / a • 2 #4 OR#5 FULL HEIGHT 4"FLOATING CONCRETE _w (1)#5 CONT (� FLOOR PLAN: \//\ • //\//\/� 4" VERTICAL TO BEND AND TIE — — J SLAB W/6x6 W1.4xW1.4 0 Smith Residence /\ d TO FTG REINFORCEMENT AT "fi WWF OR FIBERMESH > J BOTTOM �h :. z Z DESIGNED: VAPOR BARRIER 6'-7" 6'-2' 1 4 w FINISH = MLC/AKR GRADE W 12"UNDER 1 STORY WALL \/\ \ \ \ \ \ \\ `,. .. \/\\/\ \ � \ \\\\\ H REVIEWED: WITH(2)#4 OR(2)#5 CONT 0'-7" \ \ \ \\// x �"'i \ w DBM 16"UNDER 2 STORY WALL WITH(3)#4 OR(2)#5 CONT I \ ° � \/\/\/\/,� /\/ d REINFORCING RT \ \\ \\ \\ �, \\ Q @ //// / REVISIONS DATE MAX 72"O.C. \ p p Q BEARING CURB STEP SECTION M \ • • W I I o I I FOOTING TO BEAR ON FIRM ADDITIONAL#4 OR#5 b UNDISTURBED SOIL Z 5 5 IN BRICK LEDGE N O TYPICAL REINFORCING VERT REINFORCEMENT TO 4"OPT BRICK LEDGE W I I HAVE 6"BEND @BOTTOM BARS AT THICKENED NOTED ON FND PLAN FOOTING,SEE PLAN CAST-IN-PLACE FOOTING SPECS Q 1-STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT z MIN 24"LONG#4 OR#5 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT II I BAR SET AT MID-DEPTH OF SLAB,TYP ALL o �.` RE-ENTRANT CORNERS I 1- CMU STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK P EV — LLLL, TICULL LL=— — — — — — — — I COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS Q A I MAY BE OBTAINED FROM THE ENGINEER OF RECORD. STR.- TURAL _ 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY — HOUSE SLAB � — UNDER DOOR —I �— — — — — — — — — — — — — —� ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. �- GI BERING RE-ENTRANT CORNER DETAIL e r` e.` <N (RECOMMENDED) 2'62" 16'-s" 2,�2„ „ 4+ , r PLAN VIEW, DETAIL TYPICAL @ ALL 13'-4" 21'-4" W S T "` RE-ENTRANT CORNERS ' V 34'-8" F- 11 OF 4 � s� FOUNDATION PLAN 1 /4 - 1 ® £ � ;, > � ,� Q �PE. N. 7145 P.E. ( � e.� "; �� .� 1 .�R � , 02-09-2016 FRAMING CONNECTOR)KEYNOTES VO 2 JACK STUDS, 1 KING STUDS (METAL N N EC 1 OR) 3 JACK STUDS 6x6 N0.2 SYP PT POST NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (3)TOTAL HTT5 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. FASTEN STUD TO CORNER STUD GROUP 3 YZ'x 9Y4'LSL 3%"x 9Y4'LSL WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE W/(2)ROWS 10d @ 6" o INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. O.C.STAGGERED.OMIT N NAILS AT BOTTOM 24" 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: OF STUD FOR HTT5 A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS INSTALLATION HTT5 BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. (� - FASTEN SHEATHING TO FRAMING 3'/z"x 11 �/ LSL B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR C) MEMBERS W/8d COMMON @ 3"O.C. AS SHOWN � „ � „ P1 DECK TO SW DBL TOP PLATE W!10d 3"O.C. O � •`'� 3/ x 11 / LSL ST-3 4. PORCH BEAM FRAMING NOTES WALL SEGMENT PLAN VIEW _ — — N A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV N (TYPICAL FOR EACH WALL SEGMENT, NOT TO SCALE) ROOF GIRDER NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL. d' M HUC412 NO PANEL SPLICES ***SPECIAL FRAMING*** TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. ■ v J LL GARAGE PORTAL FRAME ***NOTE TO FRAMER*** B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV > WING WALL BY BUILDER PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. N U O = . . -- — N O DO NOT FLITCH BETWEEN PLIES OF N Q w [ HEADER, FUR OUT AT INTERIOR FACE OF C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV M _ HEADER TO BE CONTINUOUS TO WALL. NO ALTERNATIVE AVAILABLE. m N 2 2 x 12 x 20'-9"LONG PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR 0 o w KING STUD W/ NO FLITCH PLATE SW3 (D L� O CONTINUOUS HEADER PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, w MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR - H z a- FASTEN SHEATHING W/8d •NOTE 4 z - 3 STUDS — � z COMMON GRID PATTERN @ 3"O.C. •STUDS TO SLAB w MSTA24. W m J > Lu w •• EACH WAY,AS SHOWN W/DTT2Z D — C a z — — — _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — 1 MSTA24 BEAM ATTACHED TO EXISTING FRAMING . B w w •. = _ _ _ — — — — — — — — — — — STUDS OR KING/JACK STUDS 1 DTT2Z ATTACH PORCH BEAM TO EXISTING S Z SHEAR PANEL TOP PLT TO HEADER FLUSH BEAM W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. U z W/(2)ROWS 10d COMMON @ 3" o (2)2x8-1/2 /' (2)2x8-2/2 O vai O.C. STAGGERED - 2 STU S w p NOTE 1 ` " 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL Y Cu w - HTT (2)2x12-2l3 WALL SECTION SHEET. Q z w .. .• JACK TO HEADER WITH MSTA24, (2) Q m TOTAL AS SHOWN a - 2 STUDS z p - 2 STUDS z p 6. HIGH UPLIFT CONNECTION: 2x4 BLOCKING AT PANEL SPLICE w w •TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C. OR(2)SDWC15600 N Q FOR EDGE NAILING, EDGE NAIL - HTT4 (2)2x8-1/1 - HTT4 � @ 24"O.C. (n SHEATHING AT BLOCKING - 2 STUDS w w - 2 STUDS u- w •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL �.., .. .. 00 z LLI STUD"@ MAX 32"O.C. FASTEN ALL MULTI-PLY STUD - DTT2Z - DTT2Z • 1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C. OR � N GROUPS W/(2)ROWS 10d COMMON U@ 8"O.C., STAGGERED M (2)SDWC15450 @ 24"-0.C. 7. PLANK-ORIENTED HEADER FRAMING H U) SIMPSON HTT5 HOLDDOWN W/6 >� A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 EMBEDMENT (2)2x6-1/1 EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON O M z '• DETAIL SHEET. d v� B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WIT H Y O O SW4 HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. [� 00 z r •• S EAT NOTOE 3 FACES C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. Q .. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT M •• / OF PLANE WIND LOAD. Z a . a O 4,. a a (2)2x6-1/1 8. BALLOON FRAME WALL W/(2)2x8 NO.2 SPF OR BETTER @ 16"O.C. a . 9.WALL MUST BE FRAMED W/2x8 NO.2 SPF OR BETTER @ MAX 16"O.C.. ELEVATION VIEWLO NOTE 12 10. FRAME WALL W/2x6 NO.2 SPF @ 12"O.C.,ALIGN STUD DIRECTLY BELOW X p } (TYPICAL FOR EACH WALL SEGMENT) EACH MULTI-PLY TRUSS. I� a w Q 0 p Q ] Ea Np pw5QZ 3'2"x 11 Y4' LSL-2/1 11. HORIZONTAL BLOCKING&STRAPPING TO MATCH WINDOW TOP& w •FASTEN SHEATHING TO FRAMING MEMBERS W/8d (2)2x6-1/) BOTTOM SILL AND TRANSOM TOP SILL FULL LENGTH OF SWB AND qt u) p 0 ? ti O m D D J N COMMON @ 3"O.C.,AS SHOWN Z w C] SWBIREQUIRED. J } ap Zw � =1mJZZp •FASTEN SHEATHING W/8d COMMON GRID PATTERN - 2 STUDS w 2 MSTA24 Q FQ � Q D w � @ 3"O.C. EACH WAY,AS SHOWN I- F U O 12 SHOLD BACK LEAD STUD EATHING TO BE CONTOINUOUS.ENDICULAR WALL %"FOR Z O a w F FJ- D La W O w N DIx •FASTEN REMAINING SHEATHING W/8d COMMON @ 3" DTT2Z (2)2x6-111 I m - } Z F Ix O.C. EDGE, 12"O.C. FIELD (2)2x6-1/2 1 MSTA24 a w F w J m p Z n fA p a z WQa � QE9uwi = wujU)Lq W .. ....___._ 1 DT Z w F to p w F = = w D Z Q PORTAL FRAME DETAIL — F F 0 Q 0 IL LL a � p X11 Q = � � � FFMZw LL P1 - 3STUDS zz � . 3STUDS pwWa = � �` Z0wJ HTT4 � � SW4 �� - -- m C7Q � � OZWwZUIpQ � w HEATH BOTH FACES ,. 0Y ZZQXWOpFO Z NOTE3 W wDwXQwUQMN wZ �m Z Zw WILMFo � � zuiww � w 2STUDS w — Z = } ZQ � ? ZavpmFwZ Q D_ 2x6 �� - 3STUDS 2 O � Z z O < MZN �Q � zZZFF HTT5 w - DTT2Z LJ.I w w w ] F w Q F Q 2x4 SHEATH INSIDE FACE ONLY IF NOTED :� m Z_ p m U Q Z Q Z } Z 2 Q U w p Q w ON FRAMING PLAN. ACCEPTABLE TO MIN 36"SCAB W!(20)10d TO o FULL HEIGHT CORNER STUD - 3 STUDS Z p Q H ti p I D w w Z m STOP SHEATHING AT GOAL POST I w flLmu 2 2x8-1/1 . D w D Q -- — — — — - - z � � w O o L3I- Z3NawQ0MiH— FASTEN STUDS TO CORNER = V' N ix STUD GROUP W/(2)ROWS SW4 Z SHEET NO.: 10d @ 6"O.C.,STAGGERED. - 5 STUDS 00 w NOTE 3 3 STUDS 00 w ST-3 STOP NAILS AT BOTTOM 24" O O ~ LL XXXXXXI o STRUCTURAL JACK AND KING STUDS. SEE EXTERIOR OF STUD FOR CONNECTOR �) - DTT2Z � - DTT2Z HTT5 INSTALLATION — — - — — — — — — PLAN FOR QUANTITIES. WALL III _ _ _ _ FRAMING PLAN PLAN VIEW SHEATHING (I = — — — — FLOOR GIRDER GARAGE RETURNS TO BE \, JOB NO.: FRAMED AS 2x6. (2)2x6- /1 (2)2x10"LC2 AT HEADER AT CORNER AT0425 EACH JACK TO HEADER W/ ADDITIONAL WALL STUDS @ — SUBDIVISION: SIMPSON MSTA24. MAX 12"O.C.AS REQUIRED NOT 9 1 MSTA24 Q NOTE 4 1 DTT2Z SW4 SW4 O 338 4th Street FASTEN SHEATHING TO 12" O.C. ( S�/g NOTE 3 NOTE 3 L GARAGE RETURN STUDS, (3)STUDS MINIMUM NOTE 11 Q - 2 STUDS w TOP PLATE,AND BOTTOM AT CORNER 00 LOT NO.: PLATE AS SHOWN W/8d I I (2)2x8 - DTT2Z Z COMMON AT 3"O.C. — INSTALL(1)SIMPSON HTT5 + AT CORNER END OF 3/a"DIA.ALL-THREAD W/2" • ' • RETURN. SEE 2 2x8 - --2 2x8 Vr FLOOR PLAN: ROUND WASHER DRILLED I I _ _ ____ _____ _ __._ - O Smith Residence AND EPDXIED INTO ALTERNATIVE HOLDOWN o J . . OPTIONS IN NOTE BELOW. 0 Lu CONCRETE W/7"EMBED I NOTE 4 Z DESIGNED: O �+ INSTALL(1)SIMPSON HTT5 6;:6 NO.2 SYP PT POST z U M LC/AKR AT HEADER END OF BOTTOM PLATE RETURN,AS SHOWN. SEE O TOTAL W H REVIEWED: ALTERNATIVE HOEDOWN � X OPTIONS IN NOTE BELOW. o a DBM _z W Z W w Q REVISIONS DATE H Q MONOLITHIC FOOTING z m m OR STEMWALL m w w Q W ELEVATION VIEW Z 2 2 STUDS w w 2 2 STUDS w w 00 O D L1J 2 ANCHOR W 2 ANCHORof . ' GARAGE RETURN Z ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY: (1)STHD14=(1) HTT5(MONOLITHIC) (2)PA51 =(1)HTT5(STEMWALL) O (2)Y4 x 23/4'TAPCONS=(1)ANCHOR BOLT PEX V i LL , Q 3 Y"x 9 Y LSL-2/3 GARAGE DOOR DESIGN I C7 — WIND LOAD(PSF): L — s� +21.56/-24.01 l G1 SHEATH BOTH SIDES G1 SHEATH BOTH SIDES ' ST-3 OF GARAGE RETURN ST-3 OF GARAGE RETURN \�NON-STRUCTURAL BRACKET L1J BY BUILDER, (2)TOTAL D ,� 1. M 1 FIRST LEVEL STRUCTURAL FRAMING PLAN 1 /4" - 1 ' 0" r�.E. No. 714 P. . _ a De E � E_a AL 0NNHEE T �,.z� ENGI ( P.E. 09- 016 `� F 02-09-2016 - ' Z -f- .........................�....�......__.........__........__"'. ._____��, �, __...............................__-�� , , � ___- 328" �......................................�...�........�......�.....____...�......__ � . . ........................- ___. __ ....................�.......... -, : ; I . i : � ROOF FRAMING KEYNOTES I I : I I I ! I . NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN V_ !- T_ T1_ 'r- T_ 1'r- IT ,�, Ic- z 1. PRE-MAUNFACTURED SHEAR PANEL - 111��Ib ) _.� � � --) � ---1� ) .� -) � --) -") � _� _j �, X's - IN-STALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON 1< 9 . . .... .............. 1� -1111 ..1-1-1-1-1-1-I ....F�.....�........�..........-.1.11T.11-"I'll I"I'll-i',�,I 1.11 11,""- ,�... ..-11-11111 1-1-1...._-1---...1.��..'��.11��..'�.,�.11�1.1�.I.I. .. � . ......�.........�.F...�,�,�� I I 1111�11111.1111..........-......- * '! , , , I . � " � FRAMING PLAN : I I � .1. I .1 I �! ;i 11 _�, il� ` � ��, I , I , I I I .. : \, v I'll 'i "I I i 'N ; 1: 11 I : , . � - . . ; . I : (c) ,/ e SHEAR PANEL TO SW DBL TOP PLT � 5 cI...-.,.. z I 1: . �1 4;�,�, N 1 1 , I . � . j � . � I i : j ........�.............I.....-...�....d I-- � �,�� .............�......�...�.............. 1- 11 I—-..�...................1-1.1�� ...I............................ - li____..................��t............ .....� �% i�____ :, � f , i � :11, I I I I i . : t ,---...�.....................701-......-........�� I It : 9 FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. � - �......-......11� 11 I i . .� I � : � : ; . , :j� i T_ I :: i � �. ! 4 . . ,., 11- ,,1.1111-11.11.................................i.......I.........1-1.1. . �11'' �.......111.11ii, � I I I . : � , 7 � . � I I � i . : - . � :t 4 i � �_ i: :: � :; : t I :1 I � � ; I ___-- :: : I � � :, . � I . :: .i /1'..._i......-1. 2. TYPICAL BEARING BLOCK I . � !" - "" : :: I I :� � t 11 . : j �� _: _...'..". � J13 � - �! '. I � ,4 �, , --- . � 1 4 . : -1 I ; 1 : I i . I , I . . I .1 . I .i 11 I i I : j t ; I � I t � ,� :� i I : � � , I i ; . . . I i � � 1 4 ; r i i� i I :1 ;� i � i M � . i . 41 � 9 BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH A i i� .. I :1 li 11 t i ii � I ; 11 I 1� .. j . : i . � j co DIMENSION OF TRUSS MEMBER, ; ; 4 I i : � • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS , I * , . I 11 ; � . ;. i ; 1; � . . � ; ; . :1 ; 11 11 1� ; I � . . . . . 11 . ; : ............ 1! . I ; 1 1. d i ----- :1 I 11 .1 .. . I . . - . I I �i I , . / j I : M i � i i _.............I � . � . :. . . .11-111111 I 1 p�,=___ � __ 1� .I . . � ;z 1: . "O.C. STAGGERED. __�__ - -- , I i :1 . : ; . . . ; I� -- I : J14 � . . ;, . . I ; .. r 1 .: i I 1 14 BOTTOM CHORD W/(3)ROWS 1 Od @ 4 . ,i I I : i : . : I i \ .1 1 . p � . . 1� . F_ � 114- . , I ., . CD 3. LEDGER FRAMING NOTES: ; . I . cy) CD I , ��o . \\'\_ : i� 41 1. 11 . I . I I.-I-I.-...�....� '' :1 1: i! i 11 :; Ir � ..... ........I--- .."... ._z__! '15 FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT . _____ . I . �� . :t I ......-.------__1______-' � j � . J15IF—---------- =------------- . I __=�---� I 0 . . . � I - EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 04 I C-) . . :I I I 1 1 MTS1, \ I i I !I I� I I 1: :; I I I LO . : I .I . I � r i ,�k\\ .I 1 1 i� !1 � !i I: .3 ! I MTS12 I LO I - � 1 24"O.C. SPACING) . !! :1 : j ; . . . ,I ;: I 1! 11 __ I i i . ! . : i . .: . . .i 11 . :; I I i i �: I I ;� I : I t T1_ . : .� . ; :1 I - i 9 ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED CN . 1: j .� I .i .. ; 11 i : . ; . j . 11 . I 1. 11 .. L : t I i � . �, I I . : - : __ I I __ . __ . _-, � - � _____ \.', - 1.1-1-1% / _:� __" .", :, ': ___ -_. .....---- ---------- . 111-t.11111. I- . - � � -4 .-I..",-."------__11.111111--1--1- I— _1-11-1-11�_- �_�11� -II__ __._ . ................�..._t....11---I-— I " - .....__..................-..._...__.....�I—-.- -11 1-11.111.1-1.................�........ --�I�-i _-1, (N --il-1111--l-1-1111 ". , �,. � --11-11.1-.1-11...-11.1-1.1.11...............- -1.�I--I--11-1-1-- __ ______-�__ � -_-1-11-1.-1 1_111111.1............�...::__=,_==7_ � I I �O T23 ��..........d..........................�......�..........................1.1-1.111-1...........�...................................---l-.....�...�...............�.....-...-.........-.......................��____- _===� __=--- --� LOCATIONS ON PLAN i i t � r . 00 � : r 3 cy) * SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER 14 0) PROTECTION AGAINST CORROSION 0 N �I _j i I I r I � . . 0) . t i � I . / : . ® IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK . � -_______-__ -------7:7-7-- ____= _,_____ . , ____ _,__...M...........................=.=- -..,�-.:-..�-.�-,-.-.��-.- -:- --,--------.-.-I�.-�..-I..---"--.,-�1--�-,----�------- : . LL 3 t �,...�:_,=_=__--_---_- -- -11, 11, : ,--___�_�_�,� _ � - __ _,___________,_-1__...-11-1-------11--____- r . I : � �....... . : . : I . -% � . I I i i : . LEDGERS SHALL BE SECURE TO WALL FRAMING WITH - Ar Ar "94- I I -1....�...11........�...........�...jz......�......--�-��_�I-I I = I 11-1.....I............................... I I I,� � i WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT N ; I r , V 1; () . � A I . \ L___........�..�,,��....��ll-�-�,�1.1��.��,.�..��,��......-...._- -_-1-11-1�11 I I I I I 11........�...--f......�...-.....�...____.___ ____-I.- � I 11 I 11-111.1.....I.........I........�..._�I I I I � I I ; " . .� C14 I : , � I FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. I , p I f I I . � , I 1 , I � (13 ; I =r -_-��__-� ��--"I'll"��'ll",��'ll".�-,�,,�...__11-11-1-1.......�-""�,�'ll'.1.11��1-11,�.\��-� ��.-�-��-�.�-.�.�.�,� 1-_----...I....-111.11- 111-.111_--_-____-__1- , L : : C14 . - 11".., - � - � 1-11-14 1 11-11-----1111......�................. _....- _ I .1�11 I I 1.I-1 I�1-1-1. ; j : . . - -=/. ,:�=��,:,�-:��:�,:-��:-.:��:.-:--:�--��--:-----.-.----.�...- �� -1 � M I . , ��---------:= � -1_1-�---------__1111---T-..."��- � . I T25 �- . . ; : a) I i : � ; ; I I ; '��' � ; . j : � I I I I j : � I ROOF FRAMING LEDGER: . . � . . M . I t : . I i 1\ // I _j a) t t I � I � 2x6........�...........(4)12d COMMON r . / i I � : : . LL i ! � W : d / � : 2x8.....�..............(6)12d COMMON i ;i�_,�:::,_::_=` ....:.....:- ----- __== ---- .. ..... ",......;____ -.1 1.I.....___..............__...... � .....................___ -_1 I : - i r _ _�_=====_=:_ ____------__------- --_ :Z___'=."_____ ______ _- ____=------...., _ -, --- I : r � 1-11 1-11,111-11,--------- " r------------- -------, - _111- s i T26 =�� r i r ! t I : I . I I i t 2x10..................(8)12d COMMON w = TS20 / � I � ; . i I : / HTS20 � 2x12..................(10) 12d COMMON _j > __\ I /" _j ,� C i i/7..._...........-......-..........�...-.1-1........._......... ,: I - I �, , i ; : I I : t...�......._ ...........�.....-...�.............�.-�� I-I 11.1 I 11..............1, ! - i :�',�',- I ........�....... - - . . � '1�B : 4 F G E 0 1 "L, �,� ��, - _ ,- ____ - - ....-I...........�.........___...__...___.... � ...._..._........�.......�......�........ ..._... _ _...................... 0 : FLOOR FRAMING LEDGER(W/NAILS): ; , , I > : i III-II-1- - - , ___ ,_- --�------,-,.----,-------,---,-"-----".,,----�,�,��---------- ! : i 4 . � V i z U) ; :! i � . ; � : . PT 2x6................(3)16d COMMON - -.1-1-1-1...........�....�... ��11.- .....�...-.1........___-11I'll,- ____.............�....... �I—— �. i L , I I 1,J F052x8................(5)16d COMMON I 1� I ; I I - . (O l� � 17`3 PT 2xl 0..............(7)16d COMMON M I 1, I � p � 11_1�i 1111.11-1-1 11 I I 1: I- I 11 I ,,; . ; 11 �4 1 , , . _ s ; F01 1 .,�_ =--____- --1--I I-I I� 4 - I _,:_ . 1 . _Ile i --) I . : : . . .............-...................I..... PT 2x12..............(9)16d COMMON L) . . . I � . . ; - - �_....................... ��r-',--�`,`F05 � . . I ; L--......I....... . .i I.! . : . ; i I . ; I . 1-8`5 i �.! . . i i . . FLOOR FRAMING LEDGER(W/SCREWS): ..w Adlllk� . 4 Id, r e Ar"t :3 . I . ......... - r PT 2x6................(3) Y4"x 4-)/2"LONG#1 4 WOOD SCREWS cli . . - � . --1-11--.............................�.... I ......�...............I—— � PF05 r 0 I . ;i i p I --=---- I . : - - .....................J��_'_.......... �- --_.-----_.-_-_---=- -.. - I I 11-11-, i 0 ! 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" - t : �_ .____. i FOS . D t . :� I t 1 .......�...�...�...-...._____--.....1. __----1----....-........I..................-.....�...-1-1-.------� �� -1-.................................�.....I.j ; I :� � " I : ., . : : I � r : � I .i . 0 � t : I I S"TO EACH TRUSS/RAFTER W/(3) 16d (y) : I I : : . i � ! 'I 7`4 .� : 0 i z � : I : i __ �,� ....� : I . t COMMONS MIN. p I 1 ., : I : il�� ll,��,��,��,,��,�,�.,� ��,.�� ----1=__...___...�....-.......______-- �_ I I � F01 li,`'�' � , �.... ....�...1-1 I . � 0 0 , t ---- -- - * - : e EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT 'FO5 : I : . 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I � M ; . : : ; ; 1 7`3 1 1 BEAM SCHEDULE U- r : t : I il r . F03 � i L i I ......I...........�..........___.; . � 11 11 1.-I-� �- �................11...-...................... = t z SHEET NO.: ,t____ 4 1 , , � t , ! j - � - - - , 'FO8 - - � - I j I I ; :� i I I : :: . U414 I I :: ST-3A , 0 I . . . i 17`3 j I ; :: : ; I F03 1 : ; i: : BEAM NO. BEAM SIZE AND TYPE NOTES I I � :, I i ....�.... I I I I 11 I- �I - 11 I1-1._ ," : - 1-1111-11......I.....�..........I.........�..._....�.........�.......�......�... -=-_ - I : - : � . j r",(�3 I , �� _- I . i HTS HTS20 _____........._______... I - 11 ...... - 2 9 ROOF FRAMING I I Ft I II U414 I i : I 115111 0- I : ; . i i :, � i . NOTE 6 1 i i I :; � co!:; . . : � 1:j I i ; i 11 i ;. � ��: _/7-- ------------- ------------------------- I 0 : -- --_ - -- - �11-1111.1......... ==_=___q,_._1_1�,:T_ � � , - . -.-.=..=-...�-.��-�:::-.:��.:-,��--,-,-___,_,:___.....=_.........=,=...= ,, , - _-.� . -LVL -...I............... ...... -11 I. ... -�- -__. . 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I . . ; i i cf) � . : 1: r . : U) ii 00 H U) ::: W i . . . B03 (2) 18"LVL NOTE 1 0 338 4th Street : 1. I i i ! ii 1: I � _j I ; . . I � . . . Z) Z) ! r 4 � I : ; U- 1: _j : . . I i < i ; 1! FT02 BEAM SCHEDULE NOTES . .__ ;r ;. 1: I � . i - � I : - I , i . I : ; I � . i - . �-. .............................z: � . t . � i . 5 . -.1.......... . : I I i . � x .. : ; t i . 1. FASTEN EACH PLY W/(3)ROWS 10d @ 6"O.C.STAGGERED. . �J . � :T . � . - LOT NO.: � I � . EACH PLY W/(3)ROWS 1 Od @ 4"O.C.STAGGERED. I . . 11 � I I :: ;: ; t : . ;. I �: i I I I I ;t ;� ; r ; t i : I . 13 1 z - - : . � r: 'I F IL I ! . ; � : . � I li - F z '� 3. FASTEN PLIES W/(2)ROWS Y2"DIA.THRU BOLT W1 NUT AND ! . I , _ _ - ---111--1................................................... .111. 1....11.1111.1. I � 91, - .. I : . � I - ;i ;i ;: : -. .........�....�......... co . ..�... ..........�,.,-.-..-.-�.".� FT03 I .. 1.1.11.1-1 1-1111 I 1-1-1-1-1-1.1...-I—-I -�-1 � ........�................�.....=...............=_...__ .........�......I..............-.... I ......1..... : �-I� : ;1 ;1 F : : . 11 �i :1 ; :1 "_ i WASHER @ 16"O.C.STAGGERED. PROVIDE 2"EDGE DISTANCE. >_ I � i I - i I � I I . I I , I I ;i I t : I .I . .1 C�4 1 P � i . I ; ;I r 1 .I � . I , w : : I ; FLOOR PLAN: 4 r � 0 p : ..��....�..,..�.,��,,��."..,.",�,,��,.�'..:��..... 11...1.1111, .............................. : � : . . r . ..........I r . :1 � I t . : . I : I .......... ui i z t :: t I - � , � Ar . : i t -1 �� -11- i � : . .. ,,- t Residence � . I .......1-1-1-1....... I'll � A . ---,-"- 1.11.11_11_1-111.1 . 0 Smith Residen � -- _", :�_ ___1------------- - ------- __J _:____....d_:_�...:...:.......�...:.......11 . ___ i . , � ; . _1 '+ " . I � - I'll, ....... , ..... 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I I i I I i I 1--l-�---11 - -11 � ________,_,__.,__...�........... ......."" ___ - p T _ I I .1.1-11�-I I�� --1-111-1-1.111-1.1 I -.1-1........ � � - , - ,, � � :,_-, '�...........`z T29 ROOF MANUFACTURER SPECIFICATIONS. z I ; I I . I...v i, _- I F : . 4�, : .. .. I. ; . i I .. I ; j : � . \ . j . .: 4 . I � . j . . . . .. I ; � I I \11 , " , � I I . �� 4", �,""i" I . � I I 11 .j . � , I ; F 1,11, I � D '' ,,�, , I . ; : I I . : :1 I ; r i / i q � � I . � � - - j I : ; . I I I . . - ...1-111.1.1 . 1. I i 1-11111 := : I ,,,,, . � � : 1. - I L_ ...-.1.1-1 - � ' I "i ,jgsou I 11p , . ,. ; I �_ .111,.......",...I J15 i r I J15 1 :r 5 1 .i \ �= J� 0 A i T , :t I : . I . t: � . , I I I � . . � . I ; � , . i t I 1, N, , . : I. : ,� F_ � , 11 , 1 . 1 1 1 �� j ,I .. 11 I � . � . I � :� 1! F-_ : .1 . I I . I : ;� � 4 'M I'll I I ',�1,1. 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I i I 011S " � .� I , r / V , P �7� il' \\, 1 - *.* � ,71 - I v I � I � " � 1) ,� , `�� ! , �". !".,� i� Is . oj Ll I �v 1, , . ` I il , ,, -1 IL ,� I 0 _,z, . . 111_1_11__11� - - I - __?� - __ - - 3� 1 > �.'2 __ 1'______,__ -:_-�___-� 1,____ ,___,,,,_ -" 'AL - - I 111- -11 __ I UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL I �� I I i,L _ 11 --11, � 1� " . -- , -401 . I I" ir . 0 (r) 11q LO (0 CO C-0 Q0 a) u') 14- j // . - _. 'r- T_ N_ T_ _. i TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING � . * ,_ I � : - . 11 1, .* = . TO THE TYPICAL WALL SECTION SHEET. . � t �,- 1: .. 8 : -0 1\ . % - I � 0 , 21'4" � I • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING 11� . " 1� � .............. 13W' . I I , Op . '. 11 ,� i . , . � ; ; ; ; r ; ; . : : r ; I i � f I , j 1i I I ! I , , , / I , 1\ 1\ \� // : i i t i > = i : � - � � 4 I I ____\ � �.� : : t : t : : i I : : : I I , . I , I . . I ; :; I � I 11 I _ !1� 1; , � I I - I � �e I , 1, I � I � I I- 1 j I . �sl . , " �� I i � *s � n ," L , W I_,,, ......-... ";�x ,�, I- _� if 1110111 I I f Murray,I:k,: RAMI r _& ' P.E. : � = I < FIRST LEVEL ROOF AND FLOOR F%)MAMING PLAN � 1 /4 1 , �, & - P.E. No. 71457 - I 1, , I - MEETAILI CO�",�,,��"�',,,,,',"�--'-"--'/'"",/,-fC)R '�"-ZNGINEL=-,'�--7-�-,.-',,N"�"'��', -A 02-09-2016 i i i : � : FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. N_ 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. (y) 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: M A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. 0 B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR O 0 DECK TO SW DBL TOP PLATE W/10d 3"O.C. O 1 tV Q 4. PORCH BEAM FRAMING NOTES 14� L0 N CNI A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV CO N NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL. 't co TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. 0 ■ B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV 4 SW2 PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. N U Cu C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV M N PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR J m PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, LL - - - - MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR _ MSTA24. W WSP HDR-0/2 (2)2,4-1/2 WSP HDR-0/2 J D. BEAM ATTACHED TO EXISTING FRAMING ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Z �C OCD v SP HDR-0/2 WSP HDR-0/2 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL Y WALL SECTION SHEET. U Q 2STUDS Clo - 2STUDS 0 6. HIGH UPLIFT CONNECTION: (2)CS18 (2)CS18 •TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C. OR(2)SDWC15600 M Q _. O @ 24"O.C. d' — — — — — — — — — — — —_ —_ _— — _ _ _ _ _ _ _ _ — — — - - — — — — — — — — — — — •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1 ST LEVEL ROOF GIRDER — - - - - - - -- - - — W STUD"@ MAX 32"O.C. • 1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C. OR N (2)SDWC15450 @ 24"O.C. 7. PLANK-ORIENTED HEADER FRAMING A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 \ EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON O co DETAIL SHEET. V O B. FASTEN PLANK ORIENTED HEADER TO JACKIKING GROUP WIT H M CVN HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING . 00 04STRUCTURAL HEADER HAS BEEN CALCULATED TO RE THE OUT C RESIST PLANK ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY - - - d OF PLANE WIND LOAD. Z j 8. BALLOON FRAME WALL W/(2)2x6 NO.2 SPF OR BETTER @ 16"O.C., BLOCK ALL PANEL EDGES OF WALL. 9. PLATFORM FRAME WALL FROM 1ST LEVEL DBL TOP PLATE TO 2ND LEVEL ,< DBL TOP PLATE W/2x6 NO.2 SPF OR BETTER @ MAX 16"O.C. 2)2x4-1/1 - It X 0 Z 0 - - 10. FRAME WALL W/2x6 NO.2 SPF @ 12"O.C.,ALIGN STUD DIRECTLY BELOW w w e EACH MULTI-PLY TRUSS. tl o Q N a 0 2STUDS w w - 2STUDS �- Q 0 N o W Iii Q Z O o O, w O _ O 11. HORIZONTAL BLOCKING&STRAPPING TO MATCH WINDOW TOP& 0 Z I (] U 0 0 J ° (2)CS18 - 2)CS18 BOTTOM SILL AND TRANSOM TOP SILL FULL LENGTH OF SWB AND ti J ° � F Z ° J Z ( w U — - - — - -- - - = — _ _ _ _ — — � _ _ — WBIREQUIRED - a0 zwj - m � Z o _ } w ROOF GIRDER Ow w a > 0 o L3 _ ---_ ED EO III 12. HOLD BACK LEAD STUD OF PERPENDICULAR WALL Y2'FOR Z 0 a w F O w O ROOF GIRDER —III SHEATHING TO BE CONTINUOUS. � 0 a m a } w w F w m 0 i.- U - 2STUDS O ? SW2 III W Qa � Q0wIwwwF- Inw � (2)CS18 0 NOTE 2 III w �- o � IIII aFZ < zw ° zwa020 SP HDR-0!2 VIII! (2)2x6-1/2 O � wwl � p0 � wj0Qw 0111! m I7QQtiWOW � � NOQOZ 2 2STUDS Owo W � ZOW� � ZQ � wNI� � - VIII C7 LL - CS18 � � W waZ .wQw � v = N • � z - - - - - - — Z zwaWa � ZZ � � zrn � wZ z < °SII ROOF GIRDER — D 0 ornWaONZZI0 co 1 MSTA24 III .\ - - 2>2x6=1/1 C ` W w ° � [7w [7 �� 0 � � a � � o __ Q IQzzI ww � - O � QL znQEJ oi� w za III = (2)2x4-1/2 0 Q III p 1 °01- _ 3cvaEl) < 0 � � . 00 III 2 2STUDS LL w ,! 2 2STUDS w 0 LL 3 STUDS w w O O SHEET NO.: 0 CS18 - :CS18 SP HDR 012 - (2)CS18 - ST-4 ROOF GIRDER STRUCTURAL SP HDR-0/2 WSP HDR-0!2 WSP HDR-0!2 CIL FRAMING PLAN WSP HDR-0/2 O JOB NO.: NOTE 9 WSP HDR-0/2 AT0425 SWB1 Q NOTE 11 SUBDIVISION: o 338 4th Street LL. LOT NO.: Z - - FLOOR PLAN: ® Smith Residence I 0 Z DESIGNED: WSP HDR-0/2 U MLC/AKR I— REVIEWED: WSP HDR o!2 d DBM Q REVISIONS DATE WSP HDR-0/2 WSP HDR-0!2 ..... m 0 W SWB1 Z NOTE 11 , O II LU Q � r Z D O PEXV LL. Q ST UCTURAL ANG ERING O .a s . zz SECOND LEVEL STRUCTU L FRAMING PLAN 1 /4°' 1 011 ~ ' q � Lu I O ffi`A.„ ENGINEERING e Q P.E No. 71457 METAL E II � .g � I (G . E � � 02-09-2016 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN O • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. N N 2. TYPICAL BEARING BLOCK Vi 6 • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. (y) • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS Cy BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 1 O 3. LEDGER FRAMING NOTES: ® O • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT � EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX (N O 24"O.C. SPACING) Lo Lo • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED T_ N 04 LOCATIONS ON PLAN 000 CN • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER -4 0) ....-.1 ..-_... 1111.._.._ 1.11.1-1.1 I-- ___1 __ -_ __ PROTECTION AGAINST CORROSION ® J _..._ 34,8„1111.. _ o') ■ • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK s L1— LEDGERS SHALL BE SECURE TO WALL FRAMING WITH (n 0 v �' -il , . " " "t � N WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT 04 C ii -) ) � \ FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. N 1111.......... ,.,--f --"Fb ----. , _. IF ........ ,.F ... _F... : ...i,5 .............. .� -_. 1--__. ;.;i-_ ....if -___ I_. -11:11... .. ......... 4 1_111:_ _... _..... ........... l,, °w M n) fl a� s F. tI t: i, '3 i, f...: : 1 t. !ia) 1. „ ROOF.FRAMING LEDGER: E2d COMMON I _........ ;.. - __ 2x8........ M.... 6 12d COMMON mN J \ :,,... 2x10..................(8) 12d COMMON W ,— ,� I f -- 2x12..................(10) 12d COMMON J — . `\ , 0 �, i FLOOR FRAMING LEDGER W/NAILS: . ;I C `�\l is (3) 1 O i PT 2x6 6d COMMON �J _: j� ..�J02, PT 2x8................(5) 16d COMMON U ,,\\ : it r .1 11 / PT 2x10..............(7) 16d COMMON Y (� PT 2x12..............(9)16d COMMON () ...... �J 3 -- - \ ! X03 ER(W/SCREWS): 2 HTS20 2 HTS20 G LEDG FLOOR FRAMIN O O PT 2x6................(3)/a x 4-/ LONG#14 WOOD SCREWS CV \ PT 2x8................(5)%a”X 4-%z"LONG#14 WOOD SCREWS (n Co K .- ..... � „ � , .... ._. .::.: PT 2x10.............. 7 /a X 4-/z LONG#14 WOOD SCREWS ( ) Lu \ PT 2x12..............(9)%"X 4-Yz"LONG#14 WOOD SCREWS - - . 4 E (n -4--r . OV RFRAMING NOTES • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. �� -- -_ _-_ • RS TO EACH TRUSS/RAFTER W O 6d - - - - - �\ - M r, FASTEN"SLEEPERS" / 3 1 .., COMMONS MIN. . OU O / • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT Y M a . ALL RIDGE BOARDS TO BE 2x8 N0.2 SYP MIN. Q : ... ..... ..:.:::: .............. ... ....:.. • FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFTER TO ' RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. Z k . - ..... .. O.C. RAFTER SPAN SCHEDULE I (DSPACING LUMBER SIZE I 2x6 2x8 2x10 2x12 I _.,.w j Lo } .... - Co . 12" 14'-5" 18'-3" 21'-8" 25'6" w w z I 0 I o Q 16" 12'-6" 15'-10" 18'-9" 22' 1" Q W o ❑ w Q Z X14 _ i`, - 24" w p - w �[ I- p w ❑ €; & - - ,F�a . (2)HTS20 _. (2)-HTS20 1.111 f - - - Z U J p p J N � ; ® ❑ z wU a W - - - - ao zw ° — m � zZo :; w _ ..:::: Q — o w � 10'2" 12' 11" 15'4" 18' 0" iltra 20 L L/15 D.L.D L #2 SYP P- p W W m Q Q ❑ 1, W W W W W p �'.... � � � F ❑ U I ;. -_-1 - - I" T � w CEILING JOIST SPAN SCHEDULE Z ❑ w W J W N - - a ........: _ __ pawl F p t" ='~ . _ - ,_ `, �J� _ "'., SPACING LUMBER SIZE Z a ❑ a } w w P N N m o w 0 - I ;' € HTU2 W a � aoWFwwcnotn � a kTS201 OR MSTA24 _ _ __ 2x4 2x6 2x8 2x10 w N ❑ W Z Z ; , _.. END STUDS /XT1 3 Z F o Q 0 a p F- H a w �❑ TO SW, 12" 11' 10" 18'8" 24'7" 2 Z X \ f \ 16" 10'-9" 16'-11" 21' 7" 25'-7" m W W 00 ❑ W 7 W \ � _ n QQpWZwwZrn � w `\ ! - - - 20'-11,. Z Z w � _. _ 24" 9' 3" 13' 11' 17'7" ❑ - . .LO I `:, - -- W a - O 1- Z _ 11 MTS12 10 L.L./5 D.L.#2 SYP w w Z w p v p N w W c IiI'll r = Z ZwQWa � ZZ � I- zrnH z , ' r` 1 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY (� _ Z Q ❑ - d a Z Q = 0 _.__ -x BUILDER IN ACCORDANCE WITH FRC R302.12. Z Z p ❑ Z } N w d rn _ ? H N , _ �- _ 6. 15 w w I- H 3 ROOF SHEATHING TO BE INCREASED TO /z 32/16 SPAN RATED Z } € i 1 . Q - : Q = Q Z I U p Q _ ' I ` SHEATHING PER METAL ROOF MANUFACTURER SPECIFICATIONS - - QBE- U � ❑ 20wWZQ ® AFI Z U i !1 Coi � Z3NaNQ0L01I- ? ncJi , ' 1 _ 0 t]_ _ 0 (2)HTS20 ` � �, 0 � : ` Z SHEET NO.: X007 `" ", _ � 01 O ; w __ == J 33 :11-1. li[ — - - _ 1 ' ROOF FRAMING 0I It 0=i „ � a I a- 1 � PLAN u I' to .. _... 0 : r,: E , : s t f �... M§ . .... AT0425 _ —,� - a, r I I r 3 SUBDIVISION: " ma _._ 0 338 4th Street U: . ( ; � 1-7-- 1-11--1-1-1-I.,"...,I�-�-� .........=1-1-1 �v � < LOT NO.: Z — — ._. -:T19 i FLOOR PLAN: O Smith Residence _ = p Z DESIGNED: .... /� - v MLC/AKR w . I— REVIEWED: / 2 i` � \ X \I w DSM ; t q �; � 7 I. a I : Q REVISIONS DATE u j : 0 J - - 11 X\N 01 r i _ . __ : . , _. - / �F\ m 0 , 1.1: �, .. ..... ` W I "Ir °� Z �� I CD CD CD �r 7 ,G ® r .F k # 6 f`..``'Y p"I �,�,,, ", � � "g, N ` "11111�" L 11 inmo y Z , ."� �aP 'i ''^^ r V, _ 6ax�� y T m11__::11 --_..._- --__ - _- „. :1111_:. ..:...::... :...:._....<, 1111_ _.,,....,_.... 1.111._. .......:::. ..._._. .. 1111 .._ _ �' - 154 12 ra .... r TRUSS ENGINEERING NOTES: O � _ _ _ 34'8 ___ ___ __ _ _ ___ �— �.. • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN ALL I y ��, a O �, �., �� , y . TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING u' I �� s ��. �I, Q TO THE TYPICAL WALL SECTION SHEET. Cl) s r cTURAL • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING >_ X0.4, I; ERING • 2300# DRAG LOAD APPLIED TO TRUSS T30. 11 � ' ' �s oa� ppb. ;��{ s '�- W, � SEC N ® LEVEL ROOF F MING PLA 1 / " = 1 ' U sN Z. , 4L, �. � ' 02-09-2016 TOP PLATE TO JACK/KING GROUP: TYPICAL ROOF DECK. SEE - -- Cfl SHEATHING SPECS,SHEET ST-1 (1)SDWC15600 SCREW AT OPENINGS 6'OR LESS. N 2x NO 2 SYP BLOCKING TO FITW 36 <c 8 "(2)SDWC15600 SCREWS AT OPENINGS BETWEEN 6'AND 8' V_ TRUSS OR RAFTER TO TOP PLATE TIGHT BETWEEN TRUSSES, 10d TOE-NAIL @ EACH END, SEE PLAN OTHERWISE SDWC15600 INSTALLED FROM BELOW (3) BLOCKING MAY BE OMITTED o (� PLATE AS SHOWN IN INSTALLATION#1 FOR HEEL HEIGHTS<9" M BELOW. W H2.5A/T OR SDWC15600 WALL SHEATHING TO TOP PLATE W/8d 2 JACK/KING CONNECTOR TO INSIDE CD COMMON, SPACING PER TABLE 2 ST-1. 4" GROUP FACE OF STUD 00 M BETWEEN TOP OF WOOD PANEL AND cA L0 O CENTER OF FASTENERS. In TRUSS OR RAFTER TO TOP PLATE d0 N 2x6 NO 2 SYP BLOCKING AT FIRST GV OPTIONS, UNO: TRUSS TO TOP PLAT W/ C (6)TRUSS BAYS FROM EACH N C CORNER OF BUILDING. EACH M •H2.5A/T SDWC15600 OR H2 5A/T TYPICAL TRUSS TYPICAL TRUSS O _J •S2.5A/T 00 INSTALLED @ INSIDE ACE TO TOP PLATE TO TOP PLATE BLOCK TO HAVE(1)A35 TO TOP TRUSS OVER HEADER: C CD � ® U- OF PLATE AS SHOWN* CONNECTION CONNECTION PLATE. TOP PLATE TO HEADER W/ H2.5A/T OR SDWC15600 @ HEADER JACK\KING PROPERLY WIND LOAD RATED SOFFIT MATERIAL TYPICAL SIMPSON SDWC15600 @ MAX TYPICAL N -� GROUP AND @ MAX 32"O.C.,SDWC MAY BE CONTINUOUS @ PERIMETER.SEE TABLE 1:COMPONENT TOP PLATE TO ST D W/ EXTERIOR WALL U TYPICAL 32"O.C. (SEE HEADER EXTERIOR WALL N CU INSTALLED TO EITHER FACE OF STUD, SEE AND CLADDING DESIGN PRESSURES ON SHEET ST-1. SDWC15600 OR H .5A/T TYPICAL EXTERIOR WALL FRAMING NOTES ON SHEET M INSTALLATION DETAILS BELOW EXTERIOR WALL ST-1 FOR ALTERNATES) 2x4 OR 2x6 STUD GRADE SPF OR STUD SPACING PER TABLE 3:MAXIMUM J m BETTER @ MAX 16"O.C. PER EXTERIOR WALL STUD SPACING. ROOF STUD ALIGNED DIRECTLY IL PLAN BEARING ONLY. * BELOW TRUSS RAISED HEEL TRUSS — SEE INSTALLATION#2 B LOW CANTILEVER TRUSS HEADER FRAMING J > TYPICAL WALL SECTION ALTERNATE ROOF-TO-WALL CONNECTION ALTERNATE SECTIONS AT ROOF > 0 (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) Z � O U Y � U � SEE TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS FOR TYPICAL SHEATHING SPECIFICATIONS N Q STUD TO BOTTOM PLATE @HEADER TYPICAL EXTERIOR WALL SHEATHING TO BOTTOM PLATE O JACK1KING GROUPS AND @ 32"O.C.W! STUD TO BOTTM PLATE @ HEADER JACK/KING TYPICAL EXTERIOR OR d (2)SDWC15450 OR(1)SDWC15600,SDWC MAY GROUPS AND @ 32"O.C.W/SDWC15450, WALL W/8d COMMON @ 3"O.C. OPT.2x_LEDGER,ATTACH INTERIOR LOAD BEARING TO FLOOR TRUSS TOP W U) '�"' I BE INSTALLED TO EITHER FACE OF STUD, SDWC MAY BE INSTALLED TO EITHER FACE OF WALL CHORD W/10d 6"O.C. ~ s SEE INSTALLATION DETAILS BELOW STUD, SEE INSTALLATION DETAILS BELOW SPLICE WALL SHEATHING OVER @ RIMBOARD. INSTALL(2)ROWS 8d BOTTOM PLATE TO TRUSS @ 24"O.C. ALTERNATE SHEATHING COMMON NAILS ABOVE AND BELOW U) I BOTTOM PLATE TO TRUSS 24" W/SIMPSON SDWC15600 ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS nl � @ CONNECTOR: CONNECTOR: 1 O.C.W/SDWC15450 BOTTOM PLATE TO RIBBON BOARD (MIN 1-1", MAX 5")AND SPACE NAILS s s.- W/10d @ 6"O.C. EXTERIOR WALL 12"x MIN. 18 GAGE °� \ Oco 1 4"O.C.STAGGERED. COVERING PER SPECS METAL STRAP @ 48" V O TO LAP UPPER AND O.C. L MIN(5)NAILS GAP PER APA RECOMMENDATIONS GABLE FLOOR Yco LOWER LEVEL WALLS 12" EACH IN UPPER AND CONTINUOUS 2x4 TRUSS BY OTHERS 00 AS SHOWN. MIN(5) L STUDS/HEADER RIBBON BOARD $ WALL SHEATHING TO BOTTOM PLATE W! NAILS PER STUD OWERd 8d COMMON,SPACING PER TABLE 2, ST-1 75"THICK(MIN)OSB/PLYWOOD RIM TO Z MATCH FLOOR DEPTH __. ....... 2x4 NO.2 SYP DIAGONAL BRACE @ 48" o ONTINUOUS 2x4 RIBBON BOARD O.C. DIAGONAL BRACE TO FLOOR iv WOOD FLOOR WALL SHEATHING TO TOP PLATE W/ TRUSS OR DBL TOP PLATE W/(3)10d WALL SHEATHING TO TOP PLATE W/8d TRUSSES BY OTHERS 8d COMMON @ 3"O.C. TOE-NAILS AT EACH END. � COMMON, SPACING PER TABLE 2,ST-1 't 10 w w Q ALTERNATE STRAP TOP PLATE TO TRUSS @ HEADER TYPICAL EXTERIOR WALL d' IL U 0 Z x Ix m JACK/KING GROUPS AND @ 24"O.C.W/ ti Q p N W 0 W W a Z CONNECTOR. SEE d. W a I 1[ H p WO "METAL FLAT STRAP SDWC15600 EXTERIORSHEATHING TO SPAN METAL FLAT STRAP 2ND LEVEL 3 N 0 0 i i- w m 0 W J N a TOP PLATE TO TRUSS @ 48"O.C.Wi ALTERNATE�4 WSP RIM BOARD Z 0 W v 2ND LEVEL STUD D" STUD TO TOP PLATE @ HEADER JACK/KING SIMPSON SDWC15600 CONTINUOU ACROSS FLOOR SYSTEM STUD TO 1 ST LEVEL STUD �`- W W Z w M - m 4 Z W o 1ST LEVEL STUD" � / SPLICE CONNECTION PARALLEL FLOOR TRUSS a � W w p m a � a D GROUPS AND L 4D O.C.W! R FACE OF SDWC ALTERNAT FLOOR-TO-FLOOR UPLIFT O W 0 W m W W U- U DETAIL MAY BE INSTALLED TO EITHER FACE OF STUD, STUD SPACING PER TABLE 3:MAXIMUM (n p IL W 0 m a • I.- F W } w Z 0 SEE INSTALLATION DETAILS BELOW 2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING. ROOF FLOOR-TO-FLOOR UPLIF CONNECTOR NOTES: Z a 0 a w W H W N m 0 Z W SPF OR BETTER @ MAX AND FLOOR BEARING. 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ALTERNATE TYPICAL EXTERIOR RI W a I- a [7 w w w m z o � 16"O.C, LINO. SEE PLAN FLOOR-TO-FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER INTERIOR LOAD BEARING WALL Z_ a I O Q 0 M � H F Or Z W 7 LL ADDENDUM QF ZHZWO � tLxp10 TYPICAL WALL SECTION 2. ALTERNATE STRAP CONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD STUD TO BEAM OR TRUSS @ 48" � 0 W W IL I X 0 W J p a NOTE: FLOOR-TO-FLOOR UPLIFT CONNECTION NOT 3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY O.C.W/12"x 18 GA. METAL STRAP Im 0 a I n n Z W w Z U1 0 a 1 w REQUIRED UNDER GABLE TRUSSES AND WHERE DESIGN BY APEX TEC NOLOGY. ADDENDUM AVAILABLE UPON REQUEST. AND BEAMOZ NAILS EACH IN STUD w - z o W Z Q P W W EO LLJ WWZ _WaWU � jN - WW WZ COMMON TRUSS SPAN IS 16-FEET OR LESS. _ GIRDEERPERPLANRUSS Z Z2 >. ZQp � � av00< W � Z ZaaZ >. LLOnW106zzII- F •ANCHOR BOLT(SEE OPTIONS)W/NUT AND 2" MIN%"36 KSI 1 MIN/ fdx 6"TITEN HD MASA TO TOP OF Q w Q Z } Z W D F W j � w U SQUARE WASHER: MIN%'x10"L-HOOK THREADED ROD MIN/z"Ox 6' TITEN HD 1 w •TWO STORY-STUD TO BOTTOM PLATE @ •EACH SIDE OF OPENINGS ANCH R BOLT OR HILTI KWIK HUS-EZ OR HILTI KWIK HUS-EZ BOTTOM PLATE W/(6) I- Z v a U 0 I 0 W W Z z I Ia [] p HEADER JACK/KING GROUPS AND @ 48° .WITHIN 12"OF END OF PLATE SEGMENTS ADHESIVE(OR 1 „ p a DO NO USE J-BOLT AT 10d x 1 / � n F- ? 3 N a uFi a F- 1 ? n c1 O.C.W/SDWC15450 •MAX 48"O.C. OTHERWISE APPROVED EQUAL) O OLD-DOWN z'DIA,x 2z MIN •SINGLE STORY-STUD TO BOTTOM PLATE TO TOP OF WOOD c NNECTORS 2ND FLOOR WALL TO BEAM OR HEADER EMBEDMENT @HEADER(2)SDWC15450 15 GROUPS AND @ PLATE 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE LL APPROVED 32"O.C.W/(2)SDWC15450 SHEET NO.: WEDGE ANCHOR •SDWC MAY BE INSTALLED TO EITHER WALL SHEATHING TO PT SILL PLATE WITH STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM(OR GIRDER) Z OR EQUAL @ 48" FACE OF STUD,SEE INSTALLATION 8d COMMON,SPACING PER TABLE 2, ST-1 MASA TO SIDE OF ST-5 O.C. MAX W/2" DETAILS BELOW 8"EMBED AT STEMWALL BOTTOM PLATE W/(3) KING STUDS: EACH KING STUD TO BEAM/HEADER BELOW WITH �— SQUARE WASHER 2'BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC 10d x 1 %" MSTA36(OR CS18)WITH(18)10d. /� AND CENTER OF FASTENERS. MONOLITHIC OR 1. MONOLITHIC OR MONOLITHIC SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER O TYPICAL WALL as a � STEMWALL FOOTING FOOTING ONLY ET Y T BELOW PER SW SHEAR WALL SCHEDULE ON SHEET a aa. 1 1 STENWALL FOOTING MASA S z O THE SECTION a MINIMUM 8'/MAX/4"GAP BETWEEN PER N INSIDE OF SLAB. ST-1 a 4 R LA APPROVED ADHESIVE ** a BOTTOM OF PANEL AND TOP OF SLAB. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH,USE SIMPSON CS18 O JOB NO.: OR EPDXY ANCHOR MIN. MIN. ** EXCLUSIVELY U MONOLITHIC OR 3' s ATO425 /�% • • /// / / MIN PLAN 1/4 ,\ \ \ \ \ \ \ \ \ 13/4, STEMWALL FTG PER MONOLITHIC Q FOOTING ONLY ALTERNATE SECTIONS AT FLOOR ° \/\\ a �/\�/�� i\� i\�/\�//\ 1 n 10 1n SUBDIVISION: / 1 ,, /2 DRILL& EPDXY 2 O SCREW ANCHOR IN 2 O SCREW ANCHOR IN O 338 4th Street // EXTERIOR SHEATHING TO RESOLVE Y J- OLT ANCHOR ANCHOR 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE MASA ANCHOR �- • ..a • 4 X WALL UPLIFT AND SHEAR AT SILL Q \ PLATE. TYPICAL, UNO. LOT NO.: / / // TYPICAL BOTTOM PLATE ANCHOR OPTIONS z - - TYPICAL WALL SECTION BOTTOM PLATE ANCHOR NOTES: 1-HOUR FIRE RATED ASSEMBLIES: 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING - FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE �a"-�/a" } FLOOR PLAN: (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (� 2. TYPICAL ANCHOR BOT SPACING IS 48"O.C.,SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL. 1 Smith R@SldetlCe TYPICAL WALL SECTION NOTES: NON-TYPICAL BOLTS ACING. REQUIREMENTS • FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1 /"NAIL PENETRATION INTO 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x_NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C.STAGGERED 3. MINIMUM(2)ANCHOR REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS @ MAX 24"O.C. Pressure O (UNO). MINIMUM 48"LAP W/MINIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AN ANCHOR MUST BE PRESENT WITHIN 12"OF THE END OF ANY PLATE • USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER treated sill Z DESIGNED: 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER CAPACIITIES. 4. ALL BOLT ANCHOR O TIONS REQUIRE NUT AND 2"SQUARE WASHER SPECIFIED INSTALLATION DETAIL •` '"'' '�••�• (� MLC/AKR 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL • WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE L). 30 W TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR"TYPICAL SDWC15450 at sill late connection F— REVIEWED: 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK '/8" 10° 0° plate WALL"FRAMING APPLICATIONS.AT"SW"WALL OSB OR PLYWOOD MUST BE INSTALLED Opti 22/° Finish:Black E- Coat LU p z TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. d DBM Note:Sill plate anchor to foundation not shown for clarity. Q REVISIONS DATE SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER SDWC STUD-TO-SILL PLATE CONNECTION **NOTE TO FRAMER** **NOTE TO FRAMER** } MAX(1)SDWC TO NARROW FACE OF MAX(1)SDWC TO NARROW FACE OF m EACH STUD, (2)SDWC TO NARROW FACE EACH STUD, (2)SDWC TO NARROW FACE ° OF STUD REQUIRES(2)STUDS OF STUD REQUIRES(2)STUDS Z Optimal 22%° 0° Rafter or Truss 3/4"min 3/4"mm 3/4"rrin 3/4" 30°Ma 10° � ` %"minimumy "Min 30° edge distance Optimal 22%° SDWC15450 LU for full values Splice may be in 30° 10° 0° (with or without upper or lower I MIN Y2 EDGE Q Do not install SDWC in a plate splice) plate DISTANCE Z .. ® hatched area 6'- D 1 n P SDWC15600 Y2'MaX 3" ' O ►I %"Min Offset Y4"from ►��• ~ top plate splice Overhan 1 3/"Max SDWC15600-1/ for full values MIN%2 EDGE V DISTANCE ILL Note:Sloped-roof rafters may be sloped up to and including a SDWC15600 Rafter to Top Plate shown SDWC15600 (1)SDWC (2)SDWC SDWC I M00 12:12 pitch and must be"birdsmouth"cut. SDWC15600 Truss to Top Plate similar SDWC15600 Note:Stud-to-Bottom Plate shown.All other installations similar. — M.6T. G URAL lrl�' '» q IsTANDARDSDWC'ROOFToWALLINSTALLATION a STANDARDSDWCROOFTOWALLINSTAU_ATIIONRANGE 2 OPT.SDWCINSTALLATm-TRUSS�RAFTERALIGNEDWITHSTUD 2a OPT. INSTALLATION RANGE SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE OPT. SDWC STUD-TO-TOP PLATE 4a SDWC INSTALLATION RANGE 2 OPT. SDWC STUD-TO-,SILL PLATE CONNECTIONF13 SDWC EDGE DISTANCE AND SPACING INFORMATION }r1 ti ®��` E6 1'�G I (SIM FOR STUD TO TOP PLATE CONNECTION) CONNECTION THROUGH NARROW FACE AT NARROW FACE OF STUD THROUGH NARROW FACE AT FDN w,� O" t ,• g ° LLQ, X W Derek .Murray, P.E. ETA CONNECTOR ,NE I �� Q P.E. No. 71457 02-09-2016 (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TRUSSES. CONTINUOUS LATERAL RESTRAINT TOE-NAIL MIN 2x6 NO 2 SYP BLOCKING 2x4 N0.2 SYP BLOCKING BETWEEN HEADER PER PLAN QUANTITY AND LOCATION N BETWEEN TRUSS TOP CHORDS W/ OUTLOOKERS. FASTEN EACH DEFINED(CLR). QUAA TRUSS SHOP DRAWING. (3) 10d EACH END BLOCK TO ROOF DECK W/8d FASTEN 2x4 NO.2 SYP DIAGONALROOF DECK COMMON @ 3"O.C. S W B 1 BRACE TO BLOCKING W/(6)10d � 2x4 SYP OUTRIGGER @ 24"O.C. FASTEN DBL STUDS AT END M CLIP TO GABLE TOP CHORD W/ y (1)H2.5T W/(10)8d x 1-2' OF SHEARWALL AND KING M STUDS W/(1)MSTA24 APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE GABLE TRUSS SIDE OF WEBS MADE OF MORE THAN ONE PIECE, DO SO WITH OVERLAPPING BRACES O u 24"LONG 2x4 NO.2 SYP SCAB LIKE THIS(TYP EVERYWHERE) N CD _ APPLIED TO GABLE VERTICAL LO LO F -I OR BLOCKING BETWEEN r CV TRUSS WEBS W/10d AT 3"O.C. 0Np co NAIL THROUGH 7/16"OSB INTO SPF OR d• 2x6 NO 2 SYP DIAGONAL BRACE2x6 NO 2 SYP DIAGONAL BRACE BETTER FRAMING WITH 8d @ 3"O.C. (TYP � ■ (SEE PLAN FOR LENGTH) AS SHOWN). TRUSSES NEEDING BRACING LL� •UP TO 8FT SINGLE 2x6 ONLY �} •UP TO 20 FT,2x6 W/2x6 T-BRACE FASTEN(1)SIMPSON HGA10 BRACE N U CONNECTOR FROM THE DIAGONALCu BRACE TO GABLE VERTICAL DBL CROSS PLATE ABOVE AND LATERAL BRACING - MULTIPLE TRUSSES CO BELOW OPENING TO DBL 2x4 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 N0.3 SPF OR BETTER(UNO). m (D FASTEN 2x6 NO.2 SYP BLOCKING W/(2)CS18 W/MIN(9)10d J _ _ 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY _j "T-BRACE TO DIAGONAL I EACH END OF EACH STRAP(TYP AS CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. BRACE W/10d @ 3"O.C. I 2x4 NO.2 SYP BLOCK CONTINUOUS SHOWN) 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS L 8'-0"OR AS SHOWN ON PLAN BETWEEN DIAGONAL BRACES. NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. J FASTEN TO DBL TOP PLATE W/10d 4. ALL FASTENERS SHOWN ARE .131"x 3"LONG(UNO). 2x4x8'-0"NO.2 SYP LATERAL Z BRACE @ 48"O.C. FASTENED I o o I AT 3"O.C. 5. DESIGNED PER BCSI-B3,2007. FASTEN STUD GROUPS TOGETHER 0 U TO EACH TRUSS W/(3)10d W/(2)ROWS 10d @ 8"O.C., STAGGGERED U) ------- - - I I ( WALL END STUDS TO TRUSS/WALL FASTEN 1 SIMPSON HGA10 BRACE CONNECTOR FRAMING BELOW W/(2)CS18 W/MIN(9) < O 6"Max T Max 6^Max CONTINUOUS LATERAL RESTRAINT WEB J L - - - - - - 10d EACH END OF STRAP, TYP 2 PLACES - FROM TO DIAGONAL BRACE TO GABLE VERTICAL BRACE SUBSTITUTE 0 0 [WESMEMBBERSPECIFIED ALTERNATE BRACING W GABLE TRUSS TO TOP PLATE CONNECTION DBL TOP PLATE PER PLAN IZE CLR T OR L SCAB w a-- 1. FACE NAIL GABLE BOTTOM CHORD TO CONTINUOUS BLOCKING W/10d @ 8"O.C. 2x4 1 ROW 2x4 (1)2x4 N 2. STRAP TRUSS TO TOP PLATE WITH MSTA12 2x4 2 ROWS 2x6 (2)2x4* � -f W/(8) 10d @ 48"O.C. OR TOP PLATE TO N.EXTERIOR WALL PER PLAN T-BRACE FASTENED TO (n TRUSS BOTTOM CHORD W/SDWC15600 WEB W/10d AT 6"O.C. 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* INSTALLED VERTICALLY KING STUDS TO TRUSSMALL FRAMING BELOW D L WALL SHEATHING PER PLAN W/CS18 W/MIN(9) 10d EACH END OF STRAP,TYP 2x8 1 ROW 2x6 (1)2x8 0 M SWB1-SPECIAL SHEARWALL DETAIL (2)PLACES 2x8 2 ROWS 2x6 (2)2x6* U O GABLE ANGLE BRACING DETAIL W� HGA10 SHEATH ONLY ONE FACE OF WALL L-BRACE FASTENED TO Y co B � UNLESS NOTED OTHERWISE ON PLAN. WEB W/10d AT 6"O.C. 1) MAX.TRUSS SPACING=24"o.C. SINGLE TRUSS BRACING Q 2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR a 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL NON-DROPPED GABLE TRUSSES W/12"OR LESS OVERHANGS. Z 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUTAN ALTERNATIVE 0 SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR F- -IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. D REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES,AND J6°MAX J6"MAXs°MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. d� X ❑ PERMANENT WEB BRACING 1- W W a Q z 0 N ti < M Nw 0wLL Z � M 0 0 ? F Z 0 rj W U No� P NAILER FASTENED 7 Y4"MAX 16"MAXH M W W Z 6 m F 0 n ❑ 0 2x NO 2 SY O W W c > 0 N W W 0 rnTO DOUBLE - p COMMON @ 3OO.0 ANDP PLATE 1TO(1) FASTENED TO DOUBLE TOP PLATE — KING AND JACK STUDS Oma Z M H ❑ } W Z p 2x4 N0.2 SYP NAILER TO ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS PER ENGINEERING Z W 0 a } WWF N N In 0 Z w v OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)10d W/10d COMMON @ 3"O.C. w Q W � Q 0 w I _ W w D z U IX COMMON TOE-NAILS. GARAGE DOOR BUCK/JAMB NAILED Z_ Q I � Q J d MFF- M Z w 7 4. :: s ...,. TO STUDS W/(2)16d COMMON OR Q H Z I- Z W Z <L X CIO 0 TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD- TRUSS BOTTOM CHORD 12d CC NAILS @ 16"O.C. ❑ w W a I 0 w J p Q M ❑ p p W �� „ WEATHERSTRIPPING/STOP Z Z Q X f p Q 0 W 2 W 0 Z 16 OSB SHEATHING FASTENED w _ ❑ w ♦- Z f• N ❑ TO NAILER W/8d COMMON @ 3" W W Z' X Q W U Q M IL Z FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH GARAGE DOOR w M _W U p ul OTHER WITH(2)ROWS OF(4)10d OTHER WITH(2)ROWS OF(4)10d O.C.AND TO DOUBLE TOP PLATE 1 Z Z w Q W a M Z Z J F Z N F W Z W/8d COMMON @ 3"O.C. - - I } Z Q ❑ - - a COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD - -----� 0 Z a Z } W W W a N Z Z F 0 FASTEN TOP PLATE TO EACH --------- -.12 Z W w 0 Q m Z Q M Z 3 Q 7 OTHER WITH (2)ROWS OF(4)10d uj W 0 t� W w F W W < ly U n �6' OSB ATTACHED TO STUDS /s"OSB ATTACHED TO STUDS - COMMON BETWEEN EACH STUD �p Q H < = Z Z I < j Z W Q ❑ F < WITH MINIMUM 8d COMMON 3" WITH MINIMUM 8d COMMON 3" T O.C. ON EDGE, 12"O.C. IN FIELD. O.C. ON EDGE, 12"O.C. IN FIELD. '/16"OSB ATTACHED TO STUDS 2x6 SYP GOAL POST ATTACHED - Z U Q U 0 I w Ill Z Q WITH MINIMUM 8d COMMON @ 3" TO STUDS W/(2)ROWS OF 3-%" NOTE: 0 WZ Q F J F I Z 0 J SC\A/B OPTION 1 OPTION 2 O.C.ON EDGE, 12"O.C. IN FIELD. OPTION 3 GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR 0 U t_ _ 3 N a Ul Q 0 M F- _ U U V�/ GOAL POST ATTACHMENT,THE GARAGE -j DOOR SUPPLIER MAY SPECIFY A FASTENING LL SHEET NO.: •FASTEN DBL STUDS TO TOP PLATE AT INTERIOR SHEARWALL DETAIL GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK Z END OF SHEARWALL AND KING STUDS W/ 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, 0 ST-6 (2)MSTA24. BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. SPECIFICATIONS THROUGH THE GOAL POST. (- •FASTEN STUD GROUPS TOGETHER W/ 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE STRUCTURAL 12d @ 8"O.C. (TYP) THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED HEADER PER PLAN ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. GARAGE DOOR JAMB DETAIL QD• DETAILS 0 JOB NO.: NAIL THROUGH�416"OSB INTO SPF OR v BETTER FRAMING WITH 8d @ 3"O.C.(TYP AT0425171 t Q AT HATCHED EDGES) � SUBDIVISION: DBL CROSS PLATE ABOVE AND BELOW 0 338 4th Street OPENING TO DBL 2x4 BLOCKING W/(2)CS18 J ILL. OR(2)MSTA36(TYP AS SHOWN) Q LOT NO.: Z — — (2)SDWC15600 OR(2)MSTA24 NO 2 SYP DOUBLEFLOOR PLAN: STUDS TO TOP PLATE TOP PLATE 0 J Smith Residence (2)MSTA36 TO INSIDE OR Z DESIGNED: BOTTOM PLATE ANCHORS AT 24"O.C. (UNO) � -°� OUTSIDE FACE OF WALL PER TYPICAL WALL SECTION V M LC�AKR NO 2 SYP DOUBLE w -36"LONG SPF SCAB W/(20)10d TO TOP PLATE H REVIEWED: •HTT5 AT WALL SEGMENT END STUDS CORNER STUD ONLY WHEN HOLD •AT SECOND LEVEL WALLS, END STUDS TO DOWNS ARE SPECIFIED ON PLAN. X 1ST LEVEL STUDS W/(2)MSTA36 OR w DBM (2)CS18, 1ST LEVEL STUDS TO SLAB W/ 2x_SPF CORNER STUDS HTT5 Q REVISIONS DATE •HTT5 MAY BE INSTALLED AROUND CORNER ALTERNATE LTGRA ^TC CORNCR DETAIL CT^ IL � •LTT19, LTT20B,OR DTT2Z AT KING/JACK INSTALL DBL 2x_BLOCKING 1- STUDS IN FIRST TWO STUD SPACES. m •AT SECOND LEVEL WALLS, KING/JACK FASTEN SHEATHING TO Q STUDS TO 1ST LEVEL STUDS W/MSTA36 BLOCKING WITH 8d w OR CS18, 1ST LEVEL STUDS TO SLAB W/ COMMONS @ 3"O.C. j HOLD DOWN. SWB-SPECIAL SHEARWALL DETAIL •(6) NAILS OF LTT20B MAY BE OMITTED ROOF DECK 0 I • SHEATH ONLY ONE FACE OF WALL, UNO w • THIS DETAIL MAYBE USED AT 1ST AND 2ND LEVEL WALLS TRUSSES PARALLEL TO WALL: ROOF TRUSS w 2x4 SPF(MIN) NAILER FASTENED OR RAFTER Q TO DBL TOP PLT W/10d @ 3"O.C. 2x4 SPF(MIN)BLOCKING Z TRUSSES PERPENDICULAR TO WALL: BETWEEN EACH TRUSS.FASTEN TO BEAM w/10d PEX 2x4 SPF(MIN)BLOCKINGFASTEN STUDS TOGETHER @ 4"O.C.BETWEEN EACH TRUSS.FASTEN WITH (2)ROWs 10d AT 8"O.C., TO DBL TOP PLT W10d @ 4"O.C. TRUSS TO PORCH STAGGERED, EDGE NAIL I- " BEAM W/SDWC15600 SHEATHING AT STUD GROUP, F- PER TABLE 2, ST-1 U M . OR THICKER CDX Q OR OSB FASTENED TO h � . TRUSSES, RAFTERS - � ST CTURAL 2x WALL FRAMING OR BLOCKING W/8d (� Q'µ `�C E EEtG COMMONS @ 3"EDGE, PORCH BEAM 0 k°� °•, ' 12"FIELD. PORCH BEAM TO POST: THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL WOOD STRUCTURAL (1)MSTA24 AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR SHEATHING POST TO SLAB: 90-DEGREE CORNERS, ABU POST BASE ANCHOR , OR DTT2Z CHANGE IN PLATE HEIGHT ` TYPICAL PORCH SHEATHING DETAIL (UNLESS NOTED OTHERWISE) ;, w j"°,• THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES Q afldf t hurray, P.E. UNLESS NOTED OTHERWISE. METAL NN ENGINEERING P.E. No. 71457 02-09-2016