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PICAL WALL SECTIONS I ST-6 STRUCTU R.AL DETAILS I I , , I PROJECT INFORMATION I I I AUGUST 26, 2015 APPLICABLE CODES: 2014 FLORIDA BUILDING CODE 2014 FLORIDA BUILDING CODE, RESIDENTIAL I - - TION TYPE: V OCCUPANCY CLASS: R-3 ZONING: RS-2 � - - . I y I No N 0 MAX HEIGHT: 351-011 11" ACTUAL - residenti I design ' . ' '' ' ' ' ' * � ' ' ' ' ' " * * ' ' - * ' ' ' I' ' ' - - b ' ' ' ' ' b ' ' - - ' ' * ' L ' ' ' ' I - ' ' ' * ' ' ' I' ' ' ' I * '* '' '* . ' ' ' ' ' I RR 0 R9 Iff '* ;R tz 5 R2 0 * tz * tu * to RR mf *-..-.--A 0 ) I ri 0 m E p SINGLE AMLY SIDENCE I I - - - I - I - - 11 - - I - - 11 - - - . 1""�� ' ' ' I I. "-b . -"% ....I. ". I - ...' I I-. ". I.I I" I '111111 ..' I � . . 31-011 2'-011 2'-011 1, 31-0" 2'-0" 2'-0" 59'-0" 0 0 0 0LO LO 16'-8" 40'-4" 0 0 0 - - - 0° CO °° o 8" 19'-6" 19'-6" 0 0 0 C: CV C\I � V � C CV ('7 C N � CO 0 0 " N —————————————————————————————— ® ———————————————————————————————— ® .CZ CO 1 st FLOOR " " 2nd FLOOR " , , , , - o WINDOWS A s o WINDOWS O O O O I I 0 = t^ Iqr SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG I I 32-6 I _ _ •— 0 WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW II - 6'-8" 71-11" 3,_4., 71-1111 6,_8„ I O N Cl) WINDOW NOTES 10 7'-6" 17-0" I C\I N , Ir , 0 v R310.1.1 Minimum opening area All emergency escape and rescue openings shall have a minimum net clear I , 0 10 O 3 I opening of 5.7 square feet 0.530 m2 31-1011 31-411 71-10" Exception: Grade floor openings shall have a minimum net clear opening of 5 >= _ ,.: square feet (0.465 m2). _ I I � LO I I R310.1.2 Minimum opening height. A A I I 4 The minimum net clear opening height shall be 24 inches (610 mm). O O 0 R310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm). ————— 7._8., 2'_2" Ct —, 32'-4" AO _ R310.1.4 Operational constraints. , CC CN - Emergency escape and rescue openings shall be operational from the I DINING inside of the room without the use of keys, tools or special knowledge. I WIC I FAMILY It - PROVIDE SAFETY GLAZING PER FBC RESIDENTIAL 8308.4.5 HAZARDOUS LOCATIONS z I TYP. O - PROVIDE OBSCURE GLAZING AT BATHROOMS 2'-7" 3'-6" 11'-5" 2 A-4.1 - - - - - O 2ND FLOOR Z I ABOVE � o I r Q 0 DOOR SCHEDULEC�6 LU WIC MARK DOOR SIZE REMARKS , i': "'- " " GARAGE DOOR I MASTER BEDROOM 00 10 _-0 0 16'-0"x 6 9 xl 3/4 I _ CLQ O 3'-0"x 8'-0"x 1 3 4" ENTRY DOOR ( co - �� 11 , /1 �� 0 L1J 2 / 2-11 3-2 11-5 1 17 2 O PAIR 3'-0"x 8'-0"x 1 3/4" PORCH FRENCH DOOR _ J 2'-6" - —� 0 O ao —� � TY P. � z [ � 4 3'-0"x 8'-0"x 1 3/4" PORCH FRENCH DOOR "� S 2 ~ C� 0 9 0 _�_ _,_ �_ _ L $ 2'-8"x 8'-0"x 1 3/4" 20 MIN. FIRE-RATED �%CLOSURE DEVICE PER 8 FBC-2014-R 302.5.1 LINEN 6'-3" 6'-1 1" 4'-0" A-4.1 :. i 6 2'-8"x 8'-0"x 3/8" •ti •• L_ 2'-6"x 8'-0"x 1 3/8" CD I I 77, L.L. LIVING/ TV 21-411 x 81-011 x 1 3/8 8] r o MASTER(BATH `o � 2-4 x 8-0 x 1 3/8 POCKET DOOR " ::.. mss13'-9-1 . ---I— —I--- I 10 2-0 x 8-0 x 1 3/8 DW KITCHEN I - _ N •:.�::::.�: .i v 3'-10" - I I I ,�I I �n -J c4 11 PAIR 3'-0"x 8'-0"x 1 3/4" CN — I �' L_ L — M C —� 12 4-0 x 8-0 BIFOLD DOOR C W Q W m o 4'-4" SMOKE SO ,. , „ Q. U _ _ = DETECTOR,TYP. u- Z 13 5-0 x 8-0 BIFOLD DOOR Q Q 1'-4" 15-10 _ N W z a �.;. IS ER = '' UM 1.1� 14 - - 6 0 x 8 0 BIFOLD DOOR O •� , x uD ROOM ,. ---r--- TY P LO 2'-4"x 8'-0"x 1 3/4" BIFOLD DOOR - - 1 z 3' 10 3' 10" 7'-6" 6'-0" REF I �' — ti 15 0 ------ --- ---- i' Q ., �_l � mx 8 0 x 1 3 4 BIFOLD DOORH 1 1 6 ' co .:a,::..a..a:.:..:.,a,:;::a..:.:.:.:::..:.::..::::.:::::::.::::::::::::::::.:•::::::::::.:`::::::•..,`:•..':: •.a..aa.aa.aa..a..a..a.....a.a.•a.... a.•..•a.•a..,• .. ,.' 10 9 8 7 6 S 4 3 2 1 '� G NOTE: _ 5 _ = W v ALL DOOR TYPES TO BE SELECTED"BY OWNER 2'-0° 8 &F71 4 7-� 3'-4" 0p , PANTRY 4-4 2-0 '— y. , „ Z a 5'-10" AH-2 STA I RS ' 3'-10" _ TY P. 11 12 13 15 �717 T18 X19 :.; 1 1 1 1 1 1 1 1 BATH WINDOW & DOOR SCHEDULES I L ET L-j 2 - � 11N-6°I I 18 CLOSET _ -----. LVLj_J_LJ_LJ_L h t A 1 .2 I n sheet h o identical to sc edu es r e � a (schedules 3'-0" 13 o V611 - CLOSET B 0 11 FOYER I _ I ' `` o � . 3 4 13-10 00 I .7 I00 --------- ------------------ 0 1 - . 15'-4" I I I OFFICE/BEDROOMLU L..... GARAGE :.,`.,..:,:.,•.,.::.::::::,::: ,,..,, :. ::::::::::;`: F- 1 <t - I � - I I I I '-0" 2'-2" 10'-8" 2'-2" i �o z ,. ,.............. :.......... ENTRANCE 4 cn CONDITIONED AREA: " -� 0 0 > W FIRST FLOOR: 2,507 SF SECOND FLOOR: 1,387 SF 15'-0" TOTAL CONDITIONED AREA: 3,894 SF 1 1'-4" 11'-2" 2 6'-1" 3'-4" A-4.1 SIM. NON-CONDITIONED AREA: 22'-6" 17'-0" q 1s-6" JOB No. - - GARAGE 475 SF 55'-0" DATE 08/28/15 COVERED ENTRANCE 101 SF COVERED PORCH 358 SF 59'-0" D RAW N OV TOTAL NON-CONDITIONED AREA: 934 SF -- --. TOTAL AREA UNDER ROOF: 4,828 SF CHECK OV 440LUME OF,700 CUBIC SPACE WITHIN THERMAL ENVELOPE: FIRST FLOOR PLAN ~ 1147=1'4' Z �> Copyright 2015 Am • Ogy Design, Inc. OF 31-011 2'-0" 2'-0" 31-0" 21-011 co 0 0 0 0 v rr bo CD co 0 0 0 C: 0 I$— Iq "T C: ....... ................. ................. .............................. ........... ........... ............ ........................... ....... ............. ............. ................. LO -------------------------------- ——— ;q- M ———————————————————————————————— CU CY) cr) cr) 0 ———————————————————————————————— CN CN -1 1st FL 2nd FLOOR FLOOR MIN I co WINDOWS WINDOWS D E O f j j ?�' Q 0 0 Q 0 SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG > 0 WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW 0 C/) a) Lij WINDOW NOTES CL CM 0 0 R31 0.1.1 Minimum opening area V) co CU All emergency escape and rescue openings shall have a minimum net clear —------------------—_-----------—--— ———— ———————————— opening of 5.7 square feet (0.530 m2). Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet (0.465 m2). SLOPE 3Y2": 12 METAL ROOFING PANEL SYSTEM OVER SELF-ADHERED MEMBRANE V R310.1.2 Minimum opening height. ............ OVER ROOF SHEATHING SLOPE 302": 12 The minimum net clear opening height shall be 24 inches (610 mm). ——————---————--------------- —————- R310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm). U R310.1.4 Operational constraints. D Emergency escape and rescue openings shall be operational from the 53l-011 inside of the room without the use of keys, tools or special knowledge. 191-71 16'-2" 141-111 .11-61 - PROVIDE SAFETY GLAZING PER FBC RESIDENTIAL R308.4.5 HAZARDOUS LOCATIONS It- Ct' Ct' 1-t t- 101-211 21-211 21-71 -911 31-011 Z-8 -011 1-911 91-1011 ct Ct' \' 1,11 1-411 1, 1 l-8" 1 1111 21-41 1, rV100 - PROVIDE OBSCURE GLAZING AT BATHROOMS 41, \2-6 2141 10 Z L 7'-6" FIRST FLOOR BELOW < 0 o a o I Jo CL NO 31-511O V) DOOR SCHEDULE 0,5 LU 01\ X EW EW TLT MARK DOOR SIZE REMARKS EW C�l ZD 11 x 6'-9"xl 3/4" GARAGE DOOR 16-0 -It _ O 00 0 TYP A 3'-0"x 8'-0"x 1 3/4" ENTRY DOOR V_ H q L 51-411 12'-411 F n 10'-8" z O PAIR 3'-0"x 8'-0"x 1 3/4" PORCH FRENCH DOOR 04 U-i I 3'-0"x 8'-0"x 1 3/4" PORCH FRENCH DOOR 1 13'- BATHROOM 9 V) 10- 0 V) I co r__� 1 41-411 1, 2141 41-011 W1 CLOSURE DEVICE PER I _ o Q co O 2--8"x 8'-0"x 1 3/4" 20 MIN. FIRE-RATED -0 FBC-2014-R 302.5.1 Nr r2 U Q 2'-8"x 8'-0"x 1 3/8" BEDROOM 3 12 BEDROOM 2 BEDROOM 1 1.0 NIlA-4.I LU �7 LINEN N 0. EW V) t 13'-4' 2'-61'x 8'-0"x 1 3/8" CID Uj ........... X" 11 77"', X, 0' b O - _ 2'-4"x 8'-0"x 1 3/8" 2'-q" 12'-4 CN - co IN -------------- N U-1 (D SMOKE O 2'-4"x 8'-0"x 1 3/8" POCKET DOOR j O ry 22"1 ATTIC 0 DETECTOR,TYP. EW LU I ACCESS D z WALL 2'-0"x 8'-0"x 1 3/8" N 12 C4 SL9PE 3Y2' dj 11 LAUNDRY • PA I R 3-0"x 8'-0"x 1 3/4" 1 Cro __ > C4 WALL 12 ILU W 4'-0"x8-0 BIFOLD DOOR 8o� C9 C? C14 ———CLOSET CL 7 LL. U 7,77-7."T",=7 13 5'-0"x.8'-0" BIFOLD DOOR P" A 8'-011 0 Z ui 3'-1 011 j Lu 6-0"x 8'-0" BIFOLD DOOR C? -------age HALL 1-011 Uj 00 86-611 3-0" 8'-2" k 31-811 11 WIC U U 15 2'-4"x 8'-0"x 1 3/4" BIFOLD DOOR Z CE CU 611 WALL Uj 0 \,A-4.I CM 1'-6"x 8'-0"x 1 3/4" BIFOLD DOOR 42" LOW WALL 00 U ,.: N 0e, 10 9 8 7 6 5 4 3 2 < ♦ 10 -I Go Cn Cn r. NOTE: OSTAIRS Uj LO a ALL DOOR TYPES TO BE SELECTED"BY OWNER -011 LJ 0 41-411 4'-2" 1 -21 +1-71-611 3'-1 U' 41-411 41-011 3-811 q Ct Ct SLOPE 4": 12 14 15 Ll 2 7 18 11 20 4" ��4.2 WINDOW & DOOR SCHEDULES LU 3'-4"CLEAR '_)1 R DN 2 -71-611 > SLOPE 4": 12 +/ METAL ROOFING PANEL SYSTEM OVER SELF-ADHERED MEMBRANE (schedules are identical to schedules on sheet A-1 .1) OVER ROOF SHEATHING 42" LOW WALL 1 11 191 -01t L -611 -6" 11-6 151 151 T: ...... C? CN CN LOFT SLOPE 4": 12 METAL ROOFING PANEL SYSTEM OVER SELF-ADHERED MEMBRANE OVER ROOF SHEATHING -7 X LU CN < 5'-6"FIR FLOOR LOW Sim. LU r2 (t 0O = w 0 0 V) Z ---—---———---————————————————————————— —————————————————— ------- co CONDITIONED AREA: > UJI FIRST FLOOR: 2,507 SFO � a: SECOND FLOOR: 1,387 SF 8/ 1 / 15ID TOTAL CONDITIONED AREA: 3,894 SF 2'-2" 31-611 31-611 Ole 2'-2" 1 NON-CONDITIONED AREA: Gt (t- JOB No. GARAGE 475 SF 7 9— - 3'-10" 1114" Ir 3'-10" COVERED ENTRANCE 101 SF DATE 08/26/15 COVERED PORCH 358 SF 17'-0" 1 191-011 1 171-011 1 DRAWN OV TOTAL NON-CONDITIONED AREA: 934 SF 53'-0° TOTAL AREA UNDER ROOF: 4,828 SF CHECK 0 VOLUME OF SPACE WITHIN THERMAL ENVELOPE: 44,700 CUBIC FEET SECOND FLOOR PLAN z Copyright 2015 Am 1 * 2 LU I f f t i t I E E IWI 11, LINEN 1z Ogy Design, Inc. OF C\l C\l CU Ce) C/) ul - 75 > 0 0) 0 C/) N C u C Cu ...... .... ....... ........ ......... ........ ...... ....... .. ........... . ...... ............ .......... ...... ........... ..... .... ....... .... ..... GUARDRAIL Ca,36",TERMINATE _j C& I st FLOOR AT NEWEL POST T o Lu ..................................................................... ........ .................. ............................ < "M ................ ......... ........ NO ........................... .............. ... .............. Cq 10 uj WOOD RAILING 0 111100F , I o 01 ..................... TY P. i <;� �/ CL 4"O.C. METAL ROO PANEL SYSTEM MAX ENBGRANE OVER SELF-ADHE V-6" .......... ...... OVERHANG,TYP. I ��ijil OVER ROOF SHE LIJ 1 0' . ... ...................................................... ......... GABLE WALL, Cn TYP. REQUIRED 11100F�VENTILATIION CALCULATIONS C4 I 1 (9"MIN" -611 TOTAL NET FREE VENTILATING AREA C4 1/ 150 OF VENTILATED ATTIC SPACE C4 ........... .... ...................... ............................ ....... ....... j Vz' I sf FLOOR ROOF AREA 1,631 SF CIO 0 0 uj x ...... .... ..... ...... ........... ........ ............ ................... . ....... 1,631 SF 150 10.9 SF LL. ........................................... 10.9 SF x 144 1,570 sq. in. 0 ............ ........ ..........., uj z ..... ...... ........... ............ LL. PROVIDE 50% FOR INTAKE (ROOF EAVE VENTS) 785 sq. in. uj uj TYP. PROVIDE 50% FOR EXHAUST (HIP & RIDGE VENTS) 785 sq. in. u WOOD RISER ............... %.....................•..... .................. ....................... 2nd FLOOR ROOF AREA 1,465 SF uj 4.�l ....................... I. ................................................................. .................................................................... .......................... 1,465 SF 150 9.8 SF ------------ CID u ... .... ...... .............................................................. WOOD STRINGER .... ........ 9.8 SF x 144 1,412 sq. in. PROVIDE 50% FOR INTAKE (ROOF EAVE VENTS) 706 sq. in. Lu W) PROVIDE 50% FOR EXHAUST (HIP & RIDGE VENTS) 706 sq. in. WOOD TREAD PROVIDE RIDGE VENT AND EQUALY TYP. ......... .......... ............. ............. BALANCED OFF-RIDGE VENTS ........... ...... INSTALL AL INTAKE/EXHAUST VENTS PER STAIR DETAIL \�A-4.2 MANUFACTURER'S RECOMMENDATION _LJL ............... ...... ""."""L."".".'.,". ::: ....................................................................................................... SLOPE 6:12, TYP. ul ui I I o SLOPE 6:12,TYP. I D z ........... ... ........ ....... ........ ....... ........ ....... ........ ........ ....... ........ ....... ........ ....... ........ ....... ..... ........ ....... ....... ... ....... ....... ....... ........ ....... ........ ....... ....... ....... ........ ........ 0 I Cn uj \,A I JOB No. Sim. DATE 08/26/15 ROOF PLAN 1 14"=1'-0"/ Z DRAWN OV CHECK 0 c-) Copyright 2015 A = 2 p Ogy Design, Inc. OF I N/- �'j 1]- (9-MIN-) SIM. SIM. SIM. SIM. SIM. 2 2 2 2 1 A-4.2 A-4.1 3" LAP SIDING A-4.1 A-4.1 A-4.2 0 11 I METAL ROOFING PANEL SYSTEM,TYP. L�_.� 4 LAP SIDING I L._,� ELEV: 27'-11" _ _ _ _ _ _ _ - T.O. ROOF ABOVE GRADE - 1 I I I 9"� / 11 311 TRIM 2 • ELEV: 22'-103/4" WORKING POINT -1 J I - 1 ` SHAKE SIDING,TYP. . I \ CM �- - - N - - - - ELEV: 21'-103/4" - - - - 1�1 - - - - - - - - _ T! - - - - - - - L- N � co TRUSS BEARING --,---l.--i!-"::`� �--�, C'7 M L3 M I'll... �-,--- ...I--... � i�,--�.-,�----.-,----,-.--,�-.,- }:.:> -.. - - -.. .* ,--,- .11 -1� .1--i...,.�A....-.."L..,.L.."...-J- ,., ;,,. I , le U__ }:.: CO :::< .... ::::, .'. �+- CD il {? :.'';: ., 1•.l :Y•:• •h •hY•: Y L •rl Y.• Y .Y T tiff•.•: .>. .A•. '{'' :'{%i{• { v• ..•..h r•? '{tip'.\ ..v.:. T IV E BRAC �• h •••�••'... x Ir- DECORATIVE :::�: ..} L '.i"tiff .L A•,•m. .i•..Y:t' :� ;�::•:�;' }v .1 yLS ,�•• Y}':•: tit' 'Lv\•r 'L fi YA•.SY •�. A Y :1::.Y••Y:' •:J•:J •} A Y•'• {{•}:%•: ..h.A .SVA 'hA}. h �f•.. LY l.Y. Y•::•. tir.LY }.•f.Yr . :milli '•Y h {':••:: SPECTIS BL 2465 15 .,`• 1. .�.• y. :tiff.. .•:•\A o Y Y. ti SHAKE SIDING h•A•: :Y.tih.. A }:t1'h•i }••}Y A . 1 •}. Y •:•. tt •':1 xt_ liix� Y 1• `A Y.Y• M........... ..L1...N A :•:5.....L...... .A �: [ AY.L Lf}:: .h..Yf.Y :Y L •� r.Y:. ti1.. ••..�� 1'l A• 11• }l:.`A•:Lh•.t•Y O .1:. .A.A �'r'.?:�?' Y.A. .C•}:•:•:i �i>Sufi. .i:•:rr A... t;v` :A SHAKE SIDING •:tifi::ti•:•: 11 A.A•- ..r• ::r::::. :fif:.:Y:::: ':L'••:•L}L ,••Y:Y:Yr.1•• }:ti}:•:•:N::::. :';ti'til:':•:•:'��' ,• •:A ..v.• fir ':fi:ti::ti ti t':•:fi'' A 11 •1'•4• 4•.� .A .AA hL.. 11 .v gin•.•:::r..,.. ..L ,> 9 &3 TRIM O :':t`:• :L •Y A > .A .{A Y{ S.''L. , :tit 11•• Y�Y t•}Y' `.:`r.1.A: L h.• T tilt{'•}J::L'•}:r:•: A .L ti �i:ti _ ..,.. .r... A:AY�Y:SV.Y M1.Y.Y.•... tit,. �.•.•Y:•... hY.A'• :•.h1Y::r•:.Y. ,M1 11 11 Nlrlrrlrr:lAYtl:r.Vrl: tl %1•.L. L, A..h... M.• A •:r.. � � 4 SIDING 9 TRIM LAP SID 8t 3 Y ..L. :A:L•::A• } Lti•: .ti'ti ti• i:' ..L O U ,`: :.......:..........: 4 LAP SI DING I C'7 c� I 3.5 T c:,:•:: META R :��III`� L ROOFING PANEL SYSTEM P :.i.: 12 •�Lo SYSTEM, TY 1 12 1 110 4.2 N N 3. I 35 1 _ _ ELEV: 12-9 3/4"_ _ _ _ _ _ _ _ _ _ >= L -4- -- -- -- - SECOND FLOOR � ( � � ELEV: 11'-111 I _ _ I -4- --I- ==I--L - _ I_ L --I-- I -. -.- - . - _ _ _ _ - - - - - - - - PLATE HEIGHT - DECORATIVE BRACKET, I .* - 1 , • .." 1. .. �.. SPECTIS BL 2814 . " . - - t . • . . I _ I I .. {.• A hY A A `` } Y�A> to Y `1Y A• l'l' :.l Jf'. t [:i`t, 1 A ':ti>:1'•: t 1•Y 1 Y L f L r.. A.r A.L !. ::": :. A :A.. .A.A .A.A L L L•1. fA'. .Y[Yy' h'[L• hY Y h 4• I: i y M1}: { •L ••,A •A1:.• •1A r { :::. f {'{ l• ::{:. I. >':'L.•. [. :tv.v •':�•i.•.• '•rY.•:r: .. •}SYS .>.. .L.> 1.. 1. y ,;{.:• h Y Y. `:h A :t 4M1... {Yfi h. •1 �' y A ii%ttii tiff•:'Y: }'{'}�>. •.� }:Y..1 Afi' F'f� I v. r .SS :'r':: rv. :• . V tir ti• 'ti1Vlr: ..Yrr STUCCO FINISH TYP. .:�. !! .'., y:.• {.•{. f. r J:•.•r.Y:, •::•.•AY rfr•� r 3 :>•:.Y..t•:Y: .rr -r. r4. .t.. ..v. .. i'J 1. •fi:.. .•L..•. •.Y•:tvA•. ..L..x.L.. :r r rr r r z it'.• >... :, : •.SL:\Sti•.•.. :tit r. :ti:}:{::':::: t•}}: •}}}}}}} .t11t: r•:': r. :.1•..:.:Y. Y.r. 0 7 %r ! :•.i•M1Y.hL •:r..l: .la•� :Jr: O Q a •!••!r•r l r'r'': :•:ti:•. 3■ .is 1 A {.r•.A.t :: LY Y:•::. :•:>.. ..:>a' L. L S ':L'.LAL........ rY ''L. 11 i•}' 't Q . >"r; .i•; . :r r f - . f..• .r ^r :r r: I 1 f ' ' I. ✓r a W 1 . 1 1 . ELEV:V: 0-0 . . 91 rl 0 - - - - `r FIRST FLOOR - - - - - _ - C� - I - V) Z 1 ip I DECORATIVE I � ,p ,p COLUMN,TYP. Ip H O LU �- IQ RE- TI N 06 > � I QW W 11% - W, . � � _ U) - � �,;,. SIM. Sim. I_ >. 13 N K"l� 2 1 G J N CV A-4.2 A-4.1 A-4.2 � � J M - - - W Q W m v I I I LL V Z or Z7 3"LAP SIDING SHAKE SIDING J LZ Q � � - SHAKE SIDING,TYP. �1 Q W = I/ I - Z H V v - - W o m I I v) .1 I00 u J I i ELEV: 22'-7 1/4" SHAKE SIDING I Lw TRUSS BEARING z I W � I +- I -� -1 1 11 Q _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEV: 21 -103/4 ; . kA ::� - TRUSS BEARING :•::: :: " I`% ..•:.::::•:::.•:.Y...: ::• ..:i�.'�.'!,,'-.,�.�,-!!,,!:,,-ii.-�."...t�-..-'...,,,---...,-"! II'M 1 ;t• 11 1 ,• x 9 TRIM - .."...'........l.....",.....,..-.-..-l.... C/ 'e & 3 v DECORATI E BRACK E7 •r.:r. .•M1: .Y r Y S .Y tih' ••{fi:ti }••: T 4 1 CY •. SPECTIS BL 2 65 5 a .LSY •:tifiti•} fi L 7'Y A 'LL. tiS ti4 P SIDING YA`:•. 4 LA S D G A. A.. Y Y. L : � SHAKE SIDING f {Sti r: .A•.• Y.•v 1>t L. 1 :L '1... '%1.... '•Y �. L •L.A I. L > A....• •l• L1 AS•: 1{• :ti 1 >' :;: ti• �::•:•: i ::i:•:: M1Y• :.Y hY• .Y LY LLY.h•LL LY \ ,.. :•;ti` :t'; fl � '., r-- 'ti•. 1. ..{ 41• •A L' 1 •>•. :V} • {} }} S METAL ROOFING PANEL SYSTEM TYP. .:::;�:>:::::°:::::.:..:.. :{�::•.}::::�1...�..�.•.:� .�.•. 1 11 A't•M1 A '{1 \ E. 9' I {{ ", .,1.� & 3 TR M - " . z - ,;}: . . I - .., ..,. 'r.h..Y ! ! •A•A 'AY...A. A A }. h•. 1 yL- A H ,.,..,.'*** "* ,"' :•;t lw1• :hY•h•:A 1•AY:L.h .i 12 : •� : '*'*** ......ii: .... i .Y.:Y:•... ...... :•. : : . : F----�:: :•1•:•:••:•:•1•.Y L. �. I :•:i'` A ,ASL 4 LAP SIDING ,.... ""," '`, t;•+;. a::}>;; ,.:Y:. L3_. , :i, ---"-'*........... .....�`... ,'*'%,,` ........ :{::' •.i••.{ ••.\•:111...•....•.::• Y}:;'; :ti` ;titit ':ti"' :•:t"::' i+,; r2 3.5 ti ..... M4vVv.Mrnni� ::iti.. 4 ,:.,.. __ I 2 - 1 •ti• 2 11, :: A 4.2 '� I 1 11 3.S :t•::: V: - ELE 12 9 34 1% : : . : : . - - . '1� - 4 SECOND FLOOR 1 1 1/ :, , _ _ _ _ _ 3. _ _ _ ELEV: 1 1 -1 - - PLATE HEIGHT 11 . - - . . L t. _ t. tiA „�. ' •; . .. ..y• •r , i • :�: ',. r a . ..•t ,. . ^t .. t. a .a I •�^'. R . t r. I f . .. i. . .. t 4 r L.. t .•f . i :a ••x . . •t .w '< , , Ile t L b' , .. fr .. . '{. . - . . •.hr . .. 1 •• 'L•' t ... ., •'S a . L.a.• t t' S t •♦ .p 1 Z. . .. .r.. . y , is a . r .i a Y �' I1 i I- . <. .. L .. .. 4 t. <a I t TYP. STUCCO FINISH YP L •r .l' .. T '�' iv' R • l'a• • x . �• a -1. •i .. ..N r •i •.4' :t r % ,Z. .. L: % t r '\ �' .. •L .t • • , , ... LI. • •< . \' ai i. % 0 t. •r w <• t t , r //� ..o r . . . . 't 1. . .. . ♦ _ VJ I is , N' 1 t I.- ♦ .. 1 a . 11 ^L .. L• ., \t• �•. i• ''ri .. t.< 't'. 'r '1 L.. s W [ r /�• 11 x t' t• r .. . . .. Lim t % .,% • • • L .• • t• 4 'l % x : L .. r:. % ,a. • . . t .. x \�� .• .. ,t ,•LL.. 1 t .. 1 . •.- .• :, , - .. L 1, ... . . • .. .. - t . '•..• 'r. x.% •l. .L. r• .. w .. t' il .. x F . • •, it . •. •9• F. ? r- " %'i - - - - - 4 1 11 4:1� - �� I .. .. ELEV: 0 0 :h. FIRST FLOOR JOB NO. - - / - _ 't .- � � r - I> ip DATE 08/26/15 LEFT SIDE ELEVATION DRAWN Ov 2 1/4"=l'-0" A CHECK CV Cc, Copy6ght 2015 A = 392 Ogy Design, Inc. OF T METAL ROOFING PANEL SYSTEM PRE-ENG.WOOD ROOF OVER SELF-ADHERED MEMBRANE TRUSSES,SEE STRUCTURAL PRE-ENG.WOOD ROOFr. G BLE FRAMING, ROOF ,, / ,/- ,, OVER ROOF SHEATHING � TRUSSES ,SEE STRUCTURAL %;:% PLAN &SEE STRUCTURAL 12 METAL ROOFING PANEL SYSTEMx X/ 6 OVER SELF-ADHERED MEMBRA / ; PRE-ENG.WOOD ROOF TRUSSES METAL ROOFING PANEL SYSTEM OVER _ OVER ROOF SHEATHING /,% 1'-6" SEE STRUCTURAL SELF-ADHERED MEMBRANE OVER ROOF 12 SEE 1/A-4.1 FOR ADDITIONAL SHEATHING, SEE STRUCTURAL INFORMATION INSULATION BAFFLE INSUCCATION BAFFLE •o �� '`., ` � rT �� -_ ;_ `i___ r _____ ELEV: 22'-103/4" `�''�\ HURRICANE CLIP, SEE C: CM A-4.1A\ J �` '� WORKING POINT ,� �.-, �,�` STRUCTURAL CM LO �� l CU � M ' 1 i \ >> �� t) y ELEV: 21'-10 3 4" / ELEV: 21'-10 3i4.. ELEV: 21'-10 3 4" — - - _ _ CO PLATE HEIGHT PLATE HEIGHT PLATE HEIGHT v �' Y2"GW B R-30 MIN. ROOF Y GW B •, > o; INSULATION `� \ -- ELEV: 21'-10 3/4" ------ - ---- O PLATE HEIGHT T R-30 MIN. ROOF INSULATION 1._6.. + NOT SHOWN FOR CLARITY 1 �. N � � � Y"GWB ON ROOF 1 `��`� PANEL END PER M U •-- — — MANUFACTURER'S ca TRUSSES T .� VENTED SOFFIT STANDARD ALUM. SAVE FLASHING 2x4 STUD FRAMING, 2-2x4 TOP PLATES, SEE 2 E STRUCTURAL STRUCTURAL >= A-5 P.T.2x6 WOOD FASCIA, PAINTED VENTED SOFFIT 2 &3 %"GWB ON 2x4 2x4 FRAMING A-5 FRAMING,SEE SEE STRUCTURAL _ %"GWB EACH SIDE STRUCTURAL = LO =� o SINGLE HUNG WINDOW WALL SHEATHING, SEE + N + + R-13 MIN.WALL STRUCTURAL %"GWB INSULATION O LAP SIDING OVER WATER RESISTIVE BARRIER Lu 4 ` w �-5 U CEMENTITIOUS LAP OR SHAKEOld SIDING OVER WATER RESISTIVE � 1 FRICTION-FIT SOUND BARRIER ATTENUATION BATT N INSULLATION, Z l J OWNER'S OPTION o � J FLOOR SHEATHING W ~ 4"CEMENTITIOUS LAP W N G O WRB, SEE N PRE-ENG WOOD FLOOR COORDINATE CONNECTORS ELEV A 1S 0 TRUSSES, COORD. W/ WITH STRUCTURAL FLOOR SHEATHING, SEE FLOORING J STRUCTURAL STRUCTURAL J ELEV: 12 _ _ _ SAVE DETAIL TYP. Q - 3 4 � - - -- - ----- ---- ----- � 12-9 3 4 --------- — 4— SECOND FLOOR SECOND FLO SECOND FLOOR 1 1/2"=1'-0" T.O. FLOOR SHEATHING T.O. FLOOR SHE G T.O. FLOOR SHEATHING iIvI W 00 -- ----------------- °p 10"CEMENT.TRIM, r T.O.TRIM @ FLOOR LINE 1'-6" - - 1/2"GWB ON 2x6 WOOD EXTERIOR WALL SHEATHING, W 11'- " ( ELEV: 1 1'-1° rYz:iri,xs;� " X, �;^• FRAMING,SEE SEE STRUCTURAL V) ---------- ELEV: 1. - ELEV: 11 1 — - STRUCTURAL PLATE HEIGHT s PLATE HEIGHT n PLATE HEIGHT - WATER RESISTIVE BARRIER �"GWB DRIP EDGE VERT.TO HORIZ. FLOOR INSULATION, N SURFACE TRANSITION PRE-ENG.WOOD FLOO OPTIONAL R-13 MIN.WALL INSULA ON J M TRUSSES, SEE STRUCTURAL STUCCO SYSTEM OVER WATER RESISTIVE CEMENTITIOUS SOFFIT BARRIER (PROVIDE WATER-RESISTIVE W Q W m r = BARRIER PER FBC R703.2 &R703.6.3) LL. V Z •� O -41 DECORATIVE BRACKET, BASIS OF W Q zz + DESIGN:"SPECTIS" BL 28124RS SEE STRUCTURAL FOR NOTE:ALIGN EXT.SHEATHING WITH () o W .0 STUCCO SYSTEM WALL BASE CONNECTION FOUNDATION WALL/MONOLITHIC Z y u Q — FOOTING,TYP, H W O O CA CONC.SLAB,SEE 00 u STRUCTURAL WEEP SCREED TERMINATION CO *= STUCCO SYSTEM OVER WATER s<.• ELEV: 01-01, W r- . -" RESISTIVE BARRIER (PROVIDE - - ---------- _ _ aZ Q WATER-RESISTIVE BARRIER PER 5 a v a v. ° ° ° (( FIRST FLOOR 4 ° FBC-R703.2& R703.6.3 AND PER �-5 a ; • ° . I• SMOOTH MORTAR z FBC 1404.2.1) 2x4 STUD FRAMING, .._r_ -� . a I I FINISH - - - \, J ,l—� /�.` ° a G6 , . 00 ° . J) o ` GRADE ,' %"GWB -7 T_ SEE STRUCTURAL i \ x� EXTERIOR WALL SHEATHING, r3 & 1�N } p SEE STRUCTURAL FOR %,� d, a ui V = w A-5 _ i d SEE STRUCTURAL = r APPLICABLE FASTNERS , ° , O _ >y U / a . ' CONC, FOOTING, SEE A T U \ po "' ° ° a° / STRUCTURAL + Z + s. + 2x6 FRAMING,SEE <: � � o � '/%i °d ° � ::Q:a '.o. � ' � � ':• STRUCTURAL Z ;o SINGLE HUNG WINDOW v ad /' NOTE: / ° , ; COORDINATE WITH 0 GWB EACH SIDE o \j STRUCTURAL FOR Q Z \ \�` FOUNDATION TYPE Q �'/\ } W uj N R-13 MIN.WALL INSULATION FRICTION-FIT SOUND W A NUATION A Q 7 INSULLATION, OWNER'S A_5 WALL BASE DETAIL, TYP, OPTION 1 1/2" 1 z J 0 5 A-4.1 STUCCO SYSTEM CONC. SLAB & W — FOOTING,SEE 2x4 PLATE cc CONC. SLAB, STRUCTURAL SEE STRUCTURAL l ELEV: 0'-0" ELEV: 0'-0" _ _ _ ____ _____ ELEV: 0'-0"_ 4. FIRST FLOOR FIRST FLOOR FIRST FLOOR RR 4'r • �. •.. f' • ♦ ,• A4 f '♦ • r w F `. .' • .t •. : .'♦ tr 1 w :♦,! •.:+; :♦ ♦ ♦ f •� JOB No. ------------------- \ ♦. / DATE /26/15 \ .t '4 •' ' . / 6 MIL VAPOR BARRIER :,,�.•`' .- •:. -.`._;. �� ,.` •, , . . ------- /.' , ON COMPACTED & I .: . ' . \ �� `• \ \ \�,. \�. DRAWN OV ;. /; /i `/ / TERMITE TREATED SOIL14 `�`� :;1• •••. `�� :�•• ''.''•'••••�•: \/% CHECK OV TYP. EXTERIOR WALL SECTION TYP, EXTERIOR WALL SECTION TYP. INTERIOR WALL SECTION � 314"=1'-0" 3 3/4"=1'-0., 3/441=11-011 y! Co rl ht A = 4*c; py .g2Q�15 Ogy Design, Inc. OF BEAM/COLUMN 12 1'-114' 3.5 ELEV: 11'4' ---- — --- T.O. BEAM HARDI CEILING,OR LALIGN W/4:12 ROOF_ SIMILAR I �„ -I §-L 5-P EAVE 1 -34 C 'Cr PRE-ENG ROOF TRUSSES N PRE-ENG.WOOD ROOF METAL ROOFING PANEL SYSTEM OVER N 12 TRUSSES ,SEE STRUCTURAL I SELF-ADHERED MEMBRANE OVER ROOF N LO Cab SHEATHING, COORD. W/STRUCTURAL }+ M co METAL ROOFING PANEL SYSTEM OVER I 12 _ SELF-ADHERED MEMBRANE OVER ROOF 1' T -t- — 3 1 -114" SHEATHING I 1 j A-4.2 � — I I I HURRICANE CLIP, COORD. a > 0 W/STRUCTURAL >.. C: i t I r 0 .., ... I I jO N . Z o ELEV: 21'-103/4" ---- :. -- ------------------ I V: 11 I I ~ ELE '-1" M ca PLATE HEIGHT w ¢ - _ _-- ----- > I I I = i 1 x4 TRIM T.O. BEAM R-30 ROOF I I I `" _ INSULATION ( ( I ¢ WOOD BEAM,SEE ALUM. DRIP Ii ci I I I "' >= STRUCTURAL - EDGE Y2'GWB 1'_6" ;o I p —ICA + I I I LLl 1" --ALIGN W/4:12 ROOF SLOPE EAVE _ + HARDI OR HARDI LAP OR SHAKE SIDING + WOOD I I �0 1'-34"@ 3.5:12 ROOF SLOPE P.T. 2x6 WOOD OVER WATER RESISTANT BARRIER BOXED BEAM ON 2x P.T FRAMING, I (1' 6"@ 4:12 ROOF SLOPES FASCIA, PAINT R-13 MIN.WALL •'•'•' ( I j i•�i' I I NOTE: I I ALL POST TRIM CORNERS INSULATION I I I 4 I ( TO BE MITER CUT A-4.2 i CNF 2x4 FRAMING, SEESTRUCTURAL I 2 f I 1 ^I Q + I I 11 " i to SEE PLANS I I I I I I I I I I I j l Z METAL FLASHING I I I I I I I 1 1 I I I I 1 J I I � — I 12 METAL ROOFING PANEL SYSTEM OVER SELF- DHERE -Ni o I W W MEMBRANE OVER ROOF SHEATHING ( I PORCH EAVE/ POST/ BEAM DETAIL v� 4, SEE PLANS I ' *":�:: I I 3 1"SLOPE " — ELEV: 0'-0" _ J • : FIRST FLOOR Q PRE-ENG.WOOD ROOF .•. : ,' s • TRUSSES SEE STRUCTURAL r T� �• ' FLOOR SHEATHING I � •\' \%�� a ( I i CONC.SLAB, SEE SUCTURAL I :; /j�;j;% ; I PQST 11.1 PRE-ENG WOOD FLOOR I TRUSSES SEE STRUCTURAL I v !\:''' . ' • • • ••: . '• • ��j ELEV:;12'-9 3/4" ..•, .* ':. .. • i"< ase Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - ;. j/�, 4 I 1 " I gU- CIS - — — SECO D FLOOR /. :` • / i J T.O.SFATHING �y �:'y�j��r�: .- ''� �� I 1 I O z I I U 0 N I > M I PORCH L MN 2 DETAIL COLUMN W .,'ti: L11 a im II AAAAAAA_..----"'--.,.. r•• V NOTE: I 1 2 c� 2 II f II O E: Li. 3l4 =1 -0 Z WIN: O i'. ••t •:1 ..h 1 CORNERS ELEV: 1 1 ALL POST TRIM ui Z I a PLATE HEIGHT TO BE MITER CUT �, I I 3„ �I W 4 1' " 4 W %"GWB OVER PRE-ENG Y'GWB OVER PRE-ENG R-30 ROOF INSULATION :, ROOF TRUSSES I I I Z II FLOOR TRUSSES Q� W h 00 u ao I I I W W II . - s P.T. BOXED COLUMN 1 ( 1 Z OR P.T. POST,SEE STRUCTURAL I I I DECORATIVE COLUMN, HARDI PANEL OR SIMILAR � 3.. I $„ :.. Lp i 12"Wx6"H CONC. 2x4 STUD FRAMING, I STUCCO SYSTEM OVER WATER BOXED POST OR POST _ _ BASE, SEE SEE STRUCTURAL RESISTIVE BARRIER PROVIDE •• � SEE A-4.1 FOR ADDITIONAL BASE ANCHORING, SEE a' 1'1 +-' �'`� ' I ''' WATER-RESISTIVE BARRIER PER •' - STRUCTURAL { . INFORMATION f `•:`.. STRUCTURAL FBC-R703.2& R703.6.3 AND PER SLOPE 1 ~ .a•I O ,,' FBC 1404.2.1) — — — — 6• __ ) ELEV. 0'-0" — — - j:..>:; . . e d ° FIRST FLOOR I' .4 ° ° ° d. z Lu SEE PLAN g:...::: a a --------------- /% d �` � 4 � GRADE p 41 -77 CONC. SLAB & ��/-'x/ � i FOOTING,SEE \/ z STRUCTURAL ° a .: � A. 4. V ! ,a a° JOB No. - - � d / DATE 08/26/15 CONC.SLAB, SEE STRUCTURAL �;:::." :. • DRAWN UV ELEV: 0 1-014 FIRST FLOOR POST BASE DETAIL CF�ECK DV . 4 \• •• •' 1 1/2'=1 -011 WALL SECTION 1-011 I ` ••••d••a w tq Copyright 2015 A = 44o2 Ogy Design, Inc. OF R-13 MIN.WALL I WRB ;.l)OOC FRAME CONSTi�'UCTION INSULATION I CODE COMPLIANT WINDOW INSTALLATION i'IETHOD tF5C-R103.8a � WOOD FRAME! ONST�?UCTiON HARDI LAP SIDING � CO E COMPLIANT WINDOW INSTALLATION METHOD (FSC-R-103.81 WEATHER REalTIVE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. WE THER RESTIVE BARRIER(WR5)APPLIED PRIOR TO THE WINDOW IN5TALLATION. 15 - 1 y W B ON x4 OR - FPA MINICIL FLASHING APP' IED QY THE FACE DF THE MOUNTING FLANGE. FLASP NG APPLIED THE I-IOIiNTINCs FLANGE. 2X INSTALL CASING BEAD W/ � -�- - SECTION A I SLOPED TOP OVER �T P5 4J IN WATER sHEDD;t lis FASHION, ?�OUGI»WNI DOW JAMB STARTINI G AT THE SASE OF I STUCCO BROWN COAT THE WALL !UIOWIN+it's TOWARDS SECTION A THE TOP', NSraLI THE wR8 Q'N IuaTEle SHEDDING FASH'oN WINDOW HEADER, ( ; METAL" "F LAS H I N G s• TO THE SAGE OF THE STA$WrN r AT THE BASE OF THROUGH WINDOW JAMB � THE WALL.uk7QIQWs TOWARDS SEE STRUCTURAL, 9i-fEATH1!vG. Q SEALANT BEAD \ THE TOPS,INSTALL THE OV45 I I" GWB ON 2x6 !' — 0 APPLY SILL FLASHING(4pr&") HihiD MOUNTINCs TO THE FACE OF THE , :>: TYP. [� r. FLANGE. SH•I':ATH&•Ks. :'•:::' \ \ j I FRAMING 3 APPLY BEAD OF SEALANT / APPLY SILL FLAS;-TING(4orw) / I CONT.SEALANT '• AT sacK OF iulNtaau !-= 1 STUCCO BAND FLAW.,E TO HEAD t BOTH __ APPLY JAM FLA9:Itl s i ( I Z ?" JAMW.APP!- A SEAL THE WINDOW FRAME TO OPENING. ,_-__ ; F1I r ,. DISCONTtNUOUB 19EAD TO " --_=; �;I APPLY;BEAD OF SEALANT SELF-ADHERED I `'?' -� tt APPLY A Ya NOM.DIA.TO THE BACKSIDE i` t BOTTOM FLANGE LEAVING, - AROUND THE TOP•Z SIDES ;� I i O- �V . K . F s INTERIOR)OF TWE WINDOW Lary,IN LIN_ C2)2"GAPS. - OF THE BACK SIDE(INTERIOR R ATH AN7"I -FUNL'�IED HOLES OR SLOTS. SURFACE)OF WINDOW �==�, MEMBRANE 40 I ... FLASHING OVER SELF-ADHERED I:' ::.._ _ i SET WINDOW JsfNGs PAN HEAD � ( MOUNTING FLANGE. -� ____� •.. - =J-- 7 - i HARD! HEAD TRIM (V SCREWS TO FACILITATE FLASHING _ _ co INSPECTION. , Q APPLY DISCONTINUOUS BEAD I � WALL SHEATHING I MEMBRANE :,j;' � CO 5 co JAM F ASHlNG ,--SEALANT 1EAD WEN OF SEALANT TO SOTTOFI o FLASHIMC,� I AND HEAD PLATE I FLASHING OVER ��__ �. _ co APPLY AMS FLAt3Hi►Ys FLASHING AND MOUNT;Wz FLAW3E FLANGE,L$APINrx!2)2°GAPS. I � 1 7TWE TAPPLOP eH AD)AND SIR S(JAMBS)OF WINDS T ^ Y SEALANT>SEAD ISETWEEN WALL SHEATHING -<,:•' (P APPLY BEAD OF SEALANT __ _ `�J IMMEDIATEL INSTALL WINDOIiI ( +''�' I I I I T EMBED JAMB FLASHIWs INTO SEALANT A.JD FASTEN - �IAPPLY A V NOM.DIA. MO�ITfW_v FLANGE AND .,;, WATER RESISTIVE BARRIER I ;*•' `': -__ WATER BARRIER � !` AT HEAD r :::•:.: IN PLACE- !FLASHING GOES OVER SEALANT).-- -7 APPLY ,� r —, � '� I AND HEAD PLATE : t� `� ESEAt-.OF SEALANT TO THE FLA9HtNG, -# AP=PLY}-LEAD FLASHINCa ` /� ` BACKSIDE fINTERioft)oa:THE (WRB) OVER HEAD �8 > APPLY THE OF OF � �;.; _ r, :'�..�•-• (WRB) OVER HEAD (� — / I MEMBRANE FLASHING I MEMBRANE FLASHING MOL NT;NG FLAWsE AT HEAD HE£�LT?IRE�P£R�ih�IA E�D i'/ ` REMOVE f-'REV10tJEiLY APPLIED �i�� ✓/ � 0 V \ PLACE HEAD IN LINE WITH TAPE,ALLOWING WFR5 TO LAY `��' j /%� j OS APPLY SAD FLASHING ANY f�'RE-PUNCHED HOLES iI _------FLASWfWG AT HEAD EXTENDS FLAT OVER HEAD FLASHING. APPLY NE'U SHEATHINCs TAPE ; / t� r J` TAPE, P W VI USL TO ED OR SLOTS. -i� r ��/^ I"BEYOND JA`5 FLASHING, f~~ OPER DI .: - - -` i CLOSED CELL BAKER ROD DIAGRAACsONAL CUT SEE ,; Y' _- -/ ,%SEGL'RE WRB F, °V AT t;rLAW-41a'PE �/� '' I GWB CORNER & SEALANT r O .�.r \ -/f AT HEAD I GWB CORNER OVER DIAGONAL CUT SEE / / `~ �_` (&HEAD FLASHING , BEAD DiAjQAM, Y; BEAD,TYP. , CLOSED CELL BAKER ROD N � ,. f fF: : APPLY A CONT.SEAL ALONG , CLOSED CELL SPRAY FOAM SEALANT AT - .7 / O .• �o/ t MOLiN1 Ink's FLANGE AT THE i &SEALANT C.a f. ?\ HEAD. FLASHING GMS OVER PERIMETER CAULK SECURE % �;-. r h:: : MOUAITING FLANGE- EMBED � WINDOW FRAME TO ROUGH OPENING I (� � HEAD %- - I I'�.' \ SOTTOM OF HEAD FLASHING '''/ r<� AGAINST JUNCTURE _ •': � � - r- ^ \ SEALANT lFLASHIt�s c`• / `�_ FLASHIW3 AT HEAD EXTENDS!' GOES OVER SEALANT). { T_ •—' /- ��;..'-1 A ,/� �\\ BEYOND JAMB FLASHING. / '®.•I�i t / i., ,;`�-� � r .'I�' EXTEND F.♦±AD FLASHING i I r... BEYOND EACH JAMS FLASHIt�s. `� / / .. ; /• ; } (�: _r:; l I /, // FASTEN IN PLACE. WINDOW HEAD DETAIL/I L JAMB SIM. I BEYON D lO ri % ®HAP FLASN�NCa r %- l! ^` I II / I JAMB BAND >= SEALANT EM5ED BOTTOM OF THE HEAD /r rr! I I 2 n_ r rr i I FLASH!Wa AGAINST THE Pfa'EVIOUSL7' i" ! I{#' l I / i 3 -1 -O APPLIED SEALANT(FLASHING GOES - r I @ SIDING OVER SEALANT).EMEND HEAD AFTER INSTALLATION FLASHING BEYOND EACH JAMS III / I I ? FLASHING.FASTEN IN PLACE. / �.. .` q SEAL ALL COIaNERS OF l f (3)JAM �V I JOINED r ` I I�z�S To FRAME EXTEND JAMS FLASHING* SEAM Jt SIIGTURE. \X I t TO OVERLAP SILL NOTE: FLASHtNCx £xTeNa Q)AMB F1 48HlNG–_ JAMS!FLASHING asp" ILS 6& / -5 FOR e220MM)ABOVE ROUGH SEE DETAILS 7 A EXTE 10 JA'M FLASHINCs TO } \ \ OPENING AT HEAD. SEALANT- ` OVERLAP SILL FLASHING. TUCK TOP I t,> ;r •- � - -- _ � -' i '• i ,� , �� 4"C EM E N T IT IO US STRIP P / / I APPLY TAPE AT i�i. ��,, � ADDITIONAL NOTES OF JAMB FLASHING ER THE FLAP / -'' r- / r' ''� GC1 TO I OF WR8 AT THE HEAD.SEE DIAGRAM..' !��;,,�-: %'" / '� I j' %' ''- ` . ;' U. �`� `, OVER W.R. MEMBRANE r \ I / ! SEALANT TEMPORARILY�+OL D • I / FLA,SHIwa IN PLACE FLASHING \ %� \\� UNTIL Wf�IS APPLIED. i I - \ CLOSED CELL BAKER ROD CLOSED CELL BAKER ROD & SEALANT SILL FLASHiM1iG / \ \ u t i �.� ` �� SHIM AND ADJUST WINDOW TO ACH EV£SQUARE.�1 ` \\ \ 4 t r \� PLUMB,AND LEVEL cOr+c T &SEALANT r `�.i �,, j'r SHIM AND ADJUST WINDOW TO ACHIEVE SOJARE,~' \ �\� RESiSTANT FASTENOW =N W ;.X- �} \ "� PLUMB,ASID La 4E3 CONDITION USE CORROSION •\ -\ \ C> - �' i t WINDOW?'1A7"RRACTUREle FASTENER SPECtFiCATk1 \ _ �.., WINDOW HEAD DETAIL @ STUCCO RI;.S;STANT FASTENERS. FASTEN WINDOWS PER � . � �' � � \_ i t WINDOW MANUFACTURER SPECIFICATIONS. •�. `\ `\� ~ \ :. % I ' ` 1 STUCCO OR N C kLeATHER RESISTANT 6 D � RRIER ) BELOW 3'1=11-0" sA CEMENT AN G; '�1�WEATI�IRSf�TAa�IT v" i tom` I i ATA 45 DEGREE Ah!sL£,CAREFULLY CUT THE \ I BARRIER ON A DiiAl-. GENTLY ILS TiaE t i06 3ARRIER -WRB j r I/ TOP EDGE OF THE BARRIER UP AND APE THE \ i �. J' � r Y o ; TOP coleNERs AND CENTER .a THE xTERIOR i AT 4s DEGREE ANGLE,GA#�FULLY CUT THE , i =i \ f / BARRIER ON.A DIAGONAL. GENTLY RAISE TI•+E � I i , l UAQB SURFACE ABOVE. � TOP EDGE OF THE SARFUER UP AND TAPE THE �� — i' TOP CORNERS A CENTER TO THE EXTERIOR \ / - ;' f% WIR SURFACE ABOVE. INTERIOR Y! / TOP LEFT CORNER OF WINDOW INTERIOR VIEW :� < W TOP LEFT CORNER OF WINDOW' -`�� =' , - NOTE: - U SEE DETAILS 71A-5 FOR W \ : ADDITIONAL NOTES Q NOTES: oI � NOTES: _� 1. flashing to be flexible self-adhesive type(min.4"wide) a"' 1, flashingto be flexible self-adhesive type(min.4"wide) sill pan flashing «ttttttt� sill pan flashing , i` su 2. least depth otwindow,plus 2"onto face of wrb 2. cover sill to at least depth of window,plus 2"onto face of wrtptronai) PERIMETER W 00 D TRIM 2 2x4 STUDS W/Y" O Q -sloped surface , 3. the pan shat€dErect wa over sill flashing �. { optional) 3. the pan shall direct water to the exterior over sill flashing } CAULK PLYWOOD INSERT/ SILL BELOW I tttttttttJ �/-�-----sill p 4. install flashing around remaining wi nit FLITCH � STUCCO SILL BELOW sill plate 4. install flashing around remaining window unit 5, weather resistive barrier to tam water sheddl j I \\ 5. weather resistive barrier to form woter shedding laps see note#2 �� !r. weather resistive SILL PAN FLASHING CLOSED DELL BAKER ROD W z seeweather r 2 I SILL PAN FLASHING I: WINDOW INTERMEDIATE &SEALANT ✓ t I weather resistive ��' NTS COr>t3ond 1) ,I wall sheathing barrier NTS (012t l Ona I) 3 _ wall sheathing T � 3"-1'-0" Q 2x6 PLATE Prepared b� BOAF First Coast Chapter 9-i7-22+13 @ STUCCO C�c SIDING I Prepared bu WAF First Coast Chapter 9-1'f-2�i13 ti STUCCO BAND N WINDOW SHIM AS REQUIRED 1 G tV JAMB SELF-ADHERED 1 �'L��* M MEMBRANE FLASHING .1 PERIMETER CAULK CLOSED CELL BAKER ROD W Q W m a OVER W.R. BARRIER &SEALANT Z '� WOOD STOOL ;� ` .: 11.1 Z O WINDOW INSTALLATION METHODS FLASHING OVERTRIAh, TURN ('_,` Q J IJ.1 LJJ , INSTALL CASING BEAD OVER 1 UNDER WINDOW LIP, SEAL AS STUCCO BROWN COAT N.T.S. V REQ'D TO STOP WATER INTRUSION Z II W p CAULK -• L;�.- � m >I: CONT. SEALANT SELF-ADHERED '� 00 V f f' ,� � _ MEMBRANE SILL CONT.SEALANT ' � - � C NOTES: FLASHING I �;' F.< W Q 1 . INSTALL WINDOWS PER MANUFACTURERS RECOMMENDATION. I HARDI TRIM PROVIDED WINDOW INSTALLATION APPLICATION SHALL COMPLY i WITH ONE OF THE FLASHING INSTALLATION METHODS AS SHOWN Y"GWB ON 2x4 OR ( CLOSED CELL SPRAY FOAM SEALANT AT 2x6 FRAMING I WINDOW FRAME TO ROUGH OPENING , " I JUNCTURE IN DETAIL 1 OF THIS SHEET AND PER FBC-R703.8. I 2. IT IS OWNER'S OPTION OF CHOICE WHICH WINDOW R-13 MIN.WALL.., .- INSULATION CONT. SEALANT WINDOW JAMB DETAIL @ STUCCO '7. INSTALLATION METHOD TO PROVIDE. I 6 HARD!LAP SIDING 3 -Or, EXTERIOR WALL i SHEATHING,SEE I ` STRUCTURAL I � WATER RESISTIVE BARRIER'�WRB) WINDOW SILL DETAIL, TYP. @ SIDING I , w PERIMETER CAULK I Q I CLOSED CELL BAKER ROD WOOD SILL ago &SEALANT INSTALL CASING BEAD W/ 2x4 PLATE SLOPED TOP OVER z r` STUCCO BROWN COAT 0 2x6 PLATE STUCCO BAND WOOD TRIM W Z �tii: .r• INSTALL CASING BEAD OVER WINDOW SILL PAN ['r-' STUCCO BROWN COAT JOB No. SELF-ADHERED MEMBRANE FLASHING (OVER W.R. BARRIER,TURN UP MIN 6" @ JAMBS) DATE 08/26/15 CONT. SEALANT -- GWB ON 2x6 FRAMING DRAWN OV STUCCO SYSTEM OVER WATER MIN. R-13 WALL CHECK OV INSULATION `"= .'' RESISTANT BARRIER EXTEND FLASHING UNDER WATER RESISTANT BARRIER BAND AS SHOWN OVER WALL SHEATHING WINDOW SILL DETAIL @ STUCCO Copyright 2015 A = 5 7 �� 3"=1'-0" Ogy Design, Inc. OF S ELECTRICAL LEGEND 0 DUPLEX RECEPTACLE WALL MOUNTED JB JUNCTION BOX FAN/ LIGHT COMBO • V. . ® N Ill- SPECIAL OUTLET � N N LO I CU TV TELEVISION CABLE CO co a � � , qr— ....... ....... .....: .......... . ........ ......... ...::.. ......... ........ ............ ........... ........... ........ ......... ......... ......... ......................................................... ... . .. (0 :..:............... 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W P GFI 3'-0" 6'-4" 6'-4" / . :� 12"x48" FLUORESCENTE LIGHT BOX -.::-:...:.:.:.....::..: .:::..::.. ::..::.:.:. 0 ,.:111.1: ::..:..:-='::: . 1111... 1111. ......... ., F H MOUNTED I................................................................. .................. 1...........................i11':.: ..........:. ..................................... ---- ----- - ------- - - _ ,- . ( j c �� 1111 1111.. • TT `�- SHOWER/TUB LIGHT/ ,1111 IFAN COMBO -------- --.. :.. ............. R 6) /��"�.r - �-�.` '- I - ..,,. .... 1111-... I : I'll, , , ,, '" -- ------ ��- -- - - -- -- - -' -- ---- - - - --- -- EXHAUST FAN 1. I. ." ' i'��`�/� ........................I / I Ic : : ? _ / ........................ : \\ �� \ I : ` """"" DISCONNECT SWITCH I // : : ::. .... _ \ I ! :�. �. " D Z : : i �............ . . . .- I : . �\ .,,.,. : .. i :1 q ............................ -1111..._.__.._ I / 1 : . '.:.:".: . . .. : : � : : : : ., b ..S ... " ;:� . -1 . '.: O ..' : : '11 :: t 1 I / \ - 1* ............. """" PUSH BUTTON : : I . j. I:': ......... ` .. I // �� j. 1111 I / \\ ....... ... .. ..... .......1. / ...:::::::.....\\ 0 Q IL .P., / I \\0" I \ / �� WP GFI OS INSTALL SMOKE/CARBON MONOXIDE O U U \�I \ / , ALARMS PER FBC RESIDENTIAL SECTION R314 , I _ I� / `` '` R315 8� R315.1.2 J o I..L_ . _ • """' NOTES ................. -- () :�j 000 1 / -COORDINATE FINAL OUTLET LOCATIONS WITH OWNER (f� w I / I \\ :.1. �� ` 1 1 \ / ,� -ALL LIGHTING FIXTURES TO BE SELECTED BY OWNER �/ w ` ERGY �..�..� ;,1111.. ------ ---- : ; .,,.. Q � I i 1 / PROVIDE 75� HIGH-EFFICACY LIGHTING PER FBC-EN W P GFI : > : % ......... CONSERVATION 20114 I / . : u \ 2 0 5-0 5-0 \ I I ....................... GFI � V) p t I (� 1" • Q 1 I / r ELECTRICAL NOTES w r . 11 ..,; ! ;.... ...3;^0,� I 6';�� ......... ........ 1 _ .�....:+:::.. G .L. . ` `` .... 1 WIRE ALL APPLIANCE HVA UNITS AND (0 1111 .. - --- --- - - - --- -----1111••- --•-•----- --•...._.......:: .. .. 6 i _ i r 1 // 111: f A----,-- r }.; OTHER EQUIPMENT PER MANUF SPECIFICATIONS. / ' [/j/�] ^""l ...-1111. ..,, PGFS ; : :::::: :. .z4; .. 1111 . : .� I \\ I ......_..___:• :. . - � I ,.-.-: 2 INSTALALTION SHALL BE PER NATIONAL � th I 1 \ : `bR� `' I I I 2 ELECTRIC CODE 2011 OR LATEST EDITION. — in �y r ,_ 2 0'U . . i—X.. / I / } t cc er I G I 0 V* JLvjl ti 3. CONSULT THE OWNER FOR THE NUMBER OR > n! _, : : I. / I M e,� / :;.;::::<•;:;.:::::.:.< S E PA RAT I E TELEPHONE LINES TO BE INSTALLED. ' J :: I':'. ___'........ 000, '_�--. I ....ft }} 1111._.. ____.:: 11 ^ f / ..../..............: . ............... . - --- 1. L.i� u� ac 4 ALL SMOKE DETECTORS SHALL BE 120V W/ I 1 ; ; I Iq fi "t 1 DW E, ::.. :.:._..:.....: I /... . , p GSI BATTERY BACKUP OF THE PHOTOELECTRIC TYP z 114 : : r ::::..._:..::_..:.::::::.:.::..._..:.::..._....< AND SHALL BE INTERLOCKED TOGETHER. W / .7. / I I ... ....... ..... 1111.. 1111 .I : .. 1,1,11. o . .. . I / 111:1',.- ': ! s •-••-••-•-• 6 I CORDANCE W/APPLICABLE .. ..: r ,. • ---_- : 1111 I :. � : / 0 - _ :,.-.. 1,111•: ;;: 'b'41 SECTONSDOF NEC-LATEST EDITION 201 1. .�/ W W . \ k' / : ..:.,r: I . . , ... :: • I DETECTOR, YP VOLTAGE DEVICES OR OUTLETS SHALL BE AS PER °� / I N AND OTEHR LOW W Z. t / R,T V . 1 3:: . _. co ._ 6, ! / GSI THE OWNERS DIRECTIONS AND IN .,... TIONS OF : - 1. • : REF W) 44 A I AB • PPC LE SEC NEC EDITION 201 1 • - :...:.,; 1 r� ACCORDANCE W/ II : :.. 1111:.: ..– ; \ _ ......... W r— . . GF( :: ;; • .. : _., .,w GFI. GFI. :GFI Z ...--•-.. . HALL HAVE A UL LABEL OR : I � MATERIALS S Q . ......0....... ................ . ...... ... .. .1 . 1.1.1.... ..... ....... .... ........ I......................... 1 6. ALL M ... ...... j.. ......... .. _ ., ...................... ......... .. . . ... ,.... . • ........ . .. ............. J... ......... 1111. ......... ............................:;.- \ _ _ _ _ LISTING n..:. .:.:: :.:::::::::::::..::.:..::.::::::::.:.:.:._.:.._..;.. :::::::.: ; .................... .1111:..:.......... 1111. 1111 :: .:..:.:.:...:.:__.:_.:_.: ,,_ ,... : P : : NG TO:LIC`jHT - -- ;. / 7 RECEPTACLES LOCATED WITHIN SLEEPING 220V` ~`� / AREAS SHALL BE ARC FAULT PROTECTED. " . `,. ...... .. . I \ -. � t'.: GFI GFi % �,r . / // �\ ABOVE 9 �►� "' { I 1. .. • /: / . � : : : . ACLES LOCATED WITHIN WET AREAS . ".......11 ,... \ : : : 8 RECEP WH AH-1 / I�__ � I � : r SHALL BE GFCI PROTECTED. ........::..... ................. ..........................I....1................-.: : O ECTE f ....... ..................3... 1 \ t .. D `� / \ t \ � ., �,,,, . I w. :•:; 1111•:: / / \ / \ ��' NOTE:ALL WORK IN ACCORDANCE WITH NEC 201 1 ::. 1 / GFI / 1 ` 1111 1111 ::;: 1111 1111 \ 1` b / GFI / I : 1 1 I : - . .... �: ' / • N : I / .. 1111 I. :." :3.�� : :: I- � _ a - 0 . � ; - ;ror : : ,.• � " • '. —, . 1•. • � ......... ......... .11..1..1 ..1111... ......... •:•��:•:`::.. . .....I— / ` / T, - ------ ------ -..--... 1111--..-.-- •• �:::;;i::1�:•�;::�1*" 1. "I ' C .. ...:, ............. .. I I�/•: ."%. .. .................................... .. .... .11.11... ..................... ......." ....... ... ...... I....ll=� ... k - I \; �. , ( I I :. :* . � . :,.:. - cflll� : . I % � `-. � .. / ' :�':.!.:::::::.::::�-.. ... I. . '. „., ) .-::" / 1 Z:�':."-'; 1 ..."', :..'. ....: � � , 1 .. � / .. .' ,. _ ;i . t .'. . e :, . / .. " *Q**"*...*"*....*'" . � . I � b "'. � . � :-.-'*� " I � : : —*,I --- : I : ..'....* / .* \"'.' ...! \1 - .. �"...".] e 'e' I \\ -,%._ ,(D ;: WP GFI �.. I : : :$$ - : ,. 0 1 I _- rte' I ___- \ I 1 \ ---•--.. ....1111�`............ I.....,...._.. ........ ...�� -------- I.....'.-------- I -- Q II. r ..:... D I ,�••� \\ .I........... ..... ..........Y:�!....... % .. 1..3.....0..... \ : : .. _..: ..:..1-. • . . 1111..._ ............. :: I . .........:::.......:... \ I WP GFI r �\ � z / o I GFI G I1 ` WP GFI '`--�-�-- / - / WP GFI . --- _ --'.' U) /1 J B(D .•�/ w i --- ....... ...................................................-.. -..-. ........-•--- -•---•----1.111... cr 1. '......-•- •. ••-••... ................ f' ............ ............ ........................ 1. ........ ...... ............................................. ......... ......... ......... ............................... ... I. I. 17 _ -..... 1111... ......... ......... .....:.. ..-............................................. 1111 •..................1111 WP GFI _ JOB No. - - "`�'.` - --1111.•�•'-^^+^r --- --- DATE 08/26/15 DRAWN OV FIRST FL OR ELECTRICAL SCHEMATIC PLAN CHECK OV 4RC 11.0,1 E{c Copyright 2015 • Ogy Design, Inc. OF ELECTRICAL LEGEND • DUPLEX RECEPTACLE WALL MOUNTED JB JUNCTION BOX FAN/ LIGHT COMBO 00 C N SPECIAL OUTLET � CV N Ln CZ CO CO FTvTELEVISION CABLE t(0 ............................................................................................. a--+ T 4 ••••.....::.:-......... .......:.....-.. . . .................., .._......... .. .... ............ .:.............. . _......-........ .,. .-....: ................ ............ ,........ ............--.- ........ . ..-. -........-.- ............-. TELEPHONE o. pool _ 0 (DPENDANT FIXTURE r (n ...r N Q U M Cu RECEESED FIXTURE >= CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE 12"x48" FLUORESCENTE LIGHT BOX FLUSH MOUNTED o SHOWER/TUB LIGHT/ FAN COMBO szR F61) EXHAUST FAN DISCONNECT SWITCH PUSH BUTTON Q J � Av $ INSTALL SMOKE/CARBON MONOXIDE J L R31L ALARMS PER FBC RESIDENTIAL SECTION 4, R315& R315.1.2 4 : : .. .. NOTES: z ,�Q� COORDINATE FINAL OUTLET LOCATIONS WITH OWNER : y� W , ... ...•.....::: ALL LIGHTING FIXTURES TO BE SELECTED BY OWNER W : • ( PROVIDE 75%HIGH-EFFICACY LIGHTING PER FBC-ENERGY � W • ,. . 4 .:...,...... :� � . ........ CONSERVATION 2014 W6 r l 3l : • �\ ELECTRICAL NOTES ................ / \ � 1 1. WIRE ALL APPLIANCES, HVAC, UNITS AND \ I .GFI ' �'•F \ OTHER EQUIPMENT PER MANUF.SPECIFICATIONS. (n \ \ \ .. / :-•.. 2. INSTALALTION SHALL BE PER NATIONAL 1 ELECTRIC CODE 2011 OR LATEST EDITION \ \ / r..: � : : }, CONSULT THE OWNER FOR THE NUMBER OR \� y �:J -; SMOKE t / // SEPARATE TELEPHONE LINES TO BE INSTALLED. J M I 3 DETECTOR,TYP. 22(}V / / W CIO a If 1 y S 11 // D 4 ALL SMOKE DETECTORS SHALL BE 120V W/ � TYPE, O u. E, / BATTERY BACKUP F T AND SHALL BE INTERLOCKED TOGETHER S O HE PHOTOELECTRIC i : '......................... W Z INSTALLED IN ACCORDANCE APP I �/• / � �'� W1 L CABLE � W Qft s:... :::.:::::..:..... W W .c i 0 •�'• SECTIONS OF T NEC -LATEST EDITION 201 1. V C r Cl V �......... :. ....... .......... ........ .......... >a -�-- Z of '-'��•:.��'�� ,TELEVISION, AND OTEHR LOW � AH-2. 5 TELEPHONE Ca__............. .... .. :.. :. .. ��. LETS SHALL BE AS PER •: E .,: 1'f THEOWNER'S DIRECTIONS AND IN `% �\ ��.'" `� 'tt 00 ACCORDANCE W/APPICABLE SECTIONS OF W II Lu NEC-EDITION 2011. ............... ............- 6 ALL MATERIALS SHALL HAVE A UL LABEL OR _..: _.• .-..-...._............ LISTING. �I4i4M- 7. RECEPTACLES LOCATED WITHIN SLEEPING -- - - - --- ' AREAS SHALL BE ARC FAULT P O ECTED .......... R T �,, ..�..` :: ,- TO SWI 8. RECEPTACLES LOCATED WITHIN WET AREAS . f BEL W } SHALL BE GFCI PROTECTED t 1 .'` NOTE ALL WORK IN ACCORDANCE WITH NEC 2011 - -----0, i ....•........r. (�I.'4.`\ ......... ......... .......(�}1'I�1..... ........ ..// / � � -.•.... 1. .. � 0 \ / / 2,-0„ Lu 1 / I Q 0 zQrL O 2A 16 w �• .. ......-.-. ........... ............ ...... .. .... ............ ............ ............ ......................................................................... ............ .............. .................................... ` ` ..................... .... ......•..... ................ ............ ................. ............ ............ •... ff j • I }I •::................:............................... ........ .. ........ .. ....... ... .. .. ..... -.- .. - ..........:...-.:...:...... .......................................... ............. :. .�:..:....-.:-- .. ., JOB No DATE 08/26/15 DRAWN 4v SECOND FLOOR ELECTRICAL SCHEMATIC PLAN CHECK ov (-} Copyright 2015 Em 1 • 2 Ogy Design, Inc. OF CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX DESIGN CR TABLE 2. WOOD STRUCTURAL PANEL SHEATHING REQUIR MENTS ST-1......................STRUCTURAL SPECIFICATIONS 1 NOTES 3,4 - USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ST-2......................FOUNDATION PLAN ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN Building Code 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....................1 ST LEVEL ROOF FRAMING PLAN Florida Building and Residential Codes,5 Edition(2014) p - 0 z ADHERED STONE INSTALLED HORIZONTALLY)W/8d COMMON:6"O.C.AT PANEL EDGES, 12" C.IN THE ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) Code for Design Loads SIMPSON ANSI)ASCE 7-10 LU P (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON FASTENERS USP USP FASTENERS ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE} ST-5.......................TYPICAL WALL SECTION SHEET 0 _ (8)Y4'x 1 Y2'SDS SCREWS (8) 4'x 1 2'WS15-GC ST-6......................SECTIONS AND DETAILS N 1 c� 1,2, WOOD SCREWS IN STUD 9 10d COMMON (9)10d COMMON ROOF LOADING...............................................Cd=1.25 Q MIN�/s"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR H RIZONTAL 1,2,3 IN STUD ( ) ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) � ALL OTHER VENEER DTT2Z DTB-TZ �� CS18 CS20 EACH END OF TOP CHORD LIVE LOAD..................................20 PSF a Q (NOTE 8) W/8d COMMON:6"O.C.EDGES AND FIELD(UNBLOCKED HORIZONTAL PANE EDGES); Y2'0 x 4 Y2"EMBED EPDXY Y2 0 x 4Y2 EMBED EPDXY EACH END OF ' TOP CHORD DEAD LOAD................................7 PSF FL 6"O.C.AT PANEL EDGES, 12"O.C.IN FIELD(BLOCKED HORIZONTAL PANEL EDGES) OR SCREW ANCHOR OR SCREW ANCHOR STRAP STRAP nJ BOTTOM CHORD LIVE LOAD CR ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) 15 ,� (18)0.162"x 2 Y2'IN (18)0.162"x 2 Y2'IN LEGEND TILE ROOF MIN /32 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 1,2,3 STUD/BEAM/TRUSS 1,2,3 STUD/BEAMrrRUSS (7)10d x 1 Y2' (7)10d x 1 Y2' �, O ATTICS WITHOUT STORAGE.......................10 PSF U z N PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND HTT4 5j8'0 x 6"EMBED ANCHOR HTT45 5/s"O x 6"EMBED ANCHOR MTS12 EACH END MTV1112 EACH END OR OR SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL0) Cn (NON-CONCURRENT) w = � (NOTE 7) 8"O.C.IN THE FIELD IN CONCRETE IN CONCRETE ALTERNATIVE FOR THE APPLICATION SHOWN � BOTTOM CHORD DEAD LOAD........................5 PSF � �-- CO UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL " Q F- MIN 7/1'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION (26)0.162"x 2 Y2'IN (26)0.162"x 2 Y2"IN EOR ENGINEER OF RECORD 04 O w p SHINGLE AND METAL ROOF (9)10d COMMON ( EW EACH WAY a) O� � Z PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 6"O.C.AT PANE EDGES, 12" 1,2,3 STUD/BEAM/TRUSS 2,3 STUD/BEAM/TRUSS 9)10d COMMON N CN WIND LOADING.................................................Cd=1.60 (NOTE 9) HTT5 HTT4� MSTA24 MSTA24 O.C.IN THE FIELD. 5/s"0 x 6"EMBED ANCHOR 5/a"0 x 6"EMBED ANCHOR EACH END EACH END ASCE 7-10,3S GUST........................................130 MPH IN CONCRETE IN CONCRETE OSB ORIENTED STRAND BOARD M BASIC WIND SPEED FLOOR DECK SHEATHING: 23j2'T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. IN THE WSP WOOD STRUCTURAL PANEL (NOTE 5) FIELD. (20)Ya"x 3"SDS SCREWS (24)3"WS IN STUD SYP SOUTHERN YELLOW PINE J LL EXPOSURE CATEGORY.................................. C IN STUD GROUP GROUP (13)10d COMMON ( ) (13)10d COMMON SPF SPRUCE-PINE-FUR BUILDING CATEGORY..................................... 11 MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d HDQ8-SDS3 7 PHD8 MSTA36 MSTA36 -"0 x 12"EMBED ANCHOR 8"0 x 12"EMBED ANCHOR EACH END EACH END CONT CONTINUOUS wPORCH CEILING BOARD SHEATHING: ENCLOSURE CLASSIFICATION...................... ENCLOSED COMMON: 3"O.C.AT PANEL EDGES, 12"O.C.IN THE FIELD. s IN CONCRETE IN CONCRETE O.C. ON CENTER J INTERNAL PRESSURE COEFF........................0,18 LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER 1 3/4"WIDE UNO. C&C DESIGN PRESSURES..............................(SEE TABLE 1) "SW'DESIGNATED SHEAR WALLS: MIN�/s'OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3 (38)16d SINKERS INTO (38)16d SINKERS INTO (11)10d x1 Y2'IN (11)10d x1 Y2'IN �� O.C.AT PANEL EDGES,6"O.C.IN THE FIELD(UNBLOCKED HORIZONTAL PA EL EDGES), STUDS STUDS TRUSS/RAFTER TRUSS/RAFTER (31/2 WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 13/4"BEAM) Z (NOTE 8) STHD14 STAD14 HTS20 HTW20 LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 13/4"WIDE 12 O.C.IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). WET EMBED IN WET EMBED IN (11)10d x 1 Y2'IN (11) 10d x 1 Y2'IN O FLOOR LOADING..............................................Cd=1.00 SYS 42 PROPERLY RATED OPEN WEB HEADER NOTES: CONCRETE CONCRETE STUD STUD PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. 1. FOR SHEATHING THICKNESS GREATER THAN 15/2'CATEGORY(32/16 SPAN RATING),USE 10d RING SHANK NAILS I Y2 LIEU OF 8d RING (10)10d x 1 'NAILS IN (10)16d COMMON NAILS (5)8d x1 YY2 "IN (5)8d x1 'IN TOP CHORD LIVE LOAD..................................40 PSF U TOP CHORD DEAD LOAD................................10 PSF 2 STUD 2 IN STUD H2.5T/ TRUSS RT7/ TRUSS BOTTOM CHORD LIVE LOAD..........................0 PSF SHANK NAILS. (0.148"x 3"LONG). L�20B LTS19 INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS � ,� 1 �, BOTTOM CHORD DEAD LOAD........................5 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. Y2 0x6 EMBED EPDXY /2 0x6 EMBED EPDXY HA8 (5)8d x 1 Y2 IN TOP RT7AT (5)8d x 1 Y2 IN TOP � OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF (5)10d x1 Y2"IN (5)10d x1 Y2'IN INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM O - SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. H8 RT8A(12)16d COMMON NAILS 1 (12)16d COMMON NAILS TRUSS TRUSS BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C.(UNO ON FRAMING PLAN OR SW Uj 0 x 7 EMBED EPDXY 0 x 7 EMBED EPDXY (5)10d x 1�„IN (5)10d x 1/2 TOP CHORD LIVE LOAD..................................60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP ABU44 5 „ PAU44 5 „ 1 „IN SPECIFICATIONS) TOP CHORD DEAD LOAD................................10 PSF /s /s REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. TOP PLATE TOP PLATE ~ BOTTOM CHORD LIVE LOAD...........................0 PSF 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 BOTTOM CHORD DEAD LOAD........................5 PSF BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFIC TIONS ALLOW, ABU66 5 5 ..............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE/6 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER /s " x 7 EMBED EPDXY " x 7 EMBED EPDXY TSP EMBED AT GARAGE (6)10d x 1 Yz LFTA6 IN (8)8d x 1 Yz IN STUD STUD MAXIMUM FLOOR TRUSS SPACING r � (12 EMBED AT GARAGE (12 PAU66 1 /s WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. DOOR RETURNS) DOOR RETURNS) PLATE PLATE Q FOUNDATION KEYNOTE CALLOUT � DEFLECTION CRITERIA 7. 15/ "PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. HOULD HU48 HD48 (6)10d COMMON (6)10d x 1 Y2'IN O ROOF TRUSSES..............................................LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW,1%2'APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. HUC48 (14)16d COMMON IN (14)16d COMMON IN TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL P EL EDGES. , HEADER HD481F, HEADER DSP IN TOP PLATE RSPT6-2 TOP PLATE STUD COLUMN KEYNOTE CALLOUT U TL MAX 1"UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN VIN LENGTH. HU28-2' HD28-21F IN STUD/HEADER STUD/HEADER NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. (6)10d COMMON IN BEAM HD28-2, (6)10d COMMON IN BEAM (8)10d COMMON (8)10d x 1 Y2' � 40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE R F. SHOULD HUC28-2 ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRU TURAL HU410, (18)16d COMMON IN HD410, (18)16d COMMON IN (26)16d SINKER IN (28)16d SINKER IN Q OPEN WEB FLOOR TRUSSES/BEAMS..........LL/360 HUC410 HEADER HD4101F HEADER WALL FRAMING WALL FRAMING NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS a- TL/240 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. LGT3 LUGT3 Z 3 E 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O. HU210-2, (10)10d COMMON IN HD210-2, (10)10d COMMON IN (12)SDS Ya"x 2 2"IN (12)WS25 Ya"x 2 2" TO MATCH WALL FRAMING SIZE AND GRADE,UNO.TL MAX /a TABLHUC210-2 11 BEAM HD210-21F 11 1 'BEAM TRUSS IN TRUSS 2 2 STUDS o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN O NOTES 1 2,3 (4)Ya x 1 Y2 SDS SCREWS (4)Ya x 1/2 WS15 SCREWS � WOOD I JOISTS...............................................LL/480 IN TRUSS/RAFTER IN TRUSS/RAFTER TL/240 STUCCO FINISH-U360 FLEXIBLE FINISH-L/120 HGA10KT HGA10 SDWC14500,SDWC15600 NO USP EQUIVALENT 2 ANCHOR TL MAX Y" BEARING CONDITION WALL HEIGHT WALL HEIGHT (4)Ya�x 3"SDS TOP PLATE SCREWS IN (4)/a'x TOP PLATE SCREWS IN BOTTOM OF STUD COLUMN CONNECTION � 2 •1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN LO &STUD TYPEd' X 0 z 7- 0 NOTES: 0. 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 1 FT 12 FT •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL ti W w 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER F STUD 16* 12 - - - 16 16* - - TITEN HD DIA.&EMBED SPECIFIED WEDGE DIA.&EMBED SPECIFIED 2x4 SP COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. Q 3 N 0 0 Z M Z FBC 1605.3.1.1. - ON PLAN BOLT+ ON PLAN "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN qqTN w 0 Z F [w] U H p U. w 0 i 2x4 NO.2 SPF 16 12 - - - 16 16 16* 2 NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE LO w 0 Z 0 w 0 w U to M 0 (2)2x4 NO.2 SPF 16 16 16 12 12 16 16 16 6 16 NOTES: ~ QFaW zQmQ � QjwLL O TABLE 1 . COM PON E NT AND O 16 16 16 16 6 16 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON TITEN HD OR USP WEDGE HEADER STRAPPING KEYNOTE CALLOUT W W 0 W W w W N � o CLADDING DESIGN PRESSURES °0 2x6 SPF STUD 16 16 16 16 BOLT+IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. Z 0 a w X � W 0 } w 0 2x6 NO.2 SPF 16 16 16 16 16 16 16 16 6 16 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD W 0 0 m 0. Z w -j m Z H 0 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION.PRODUCTS MAY BE SUBSTITUTED WITH a a >- w W 0 Z w _ � Z � QONIwwuOiF- Nw � WINDOWS AND DOORS 2x4 SPF STUD 16* 12 - - - 12 - - -- EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 1 MSTA24 TYKE OF STRAP CONNECTING HEADER TO JACK STUD W < w ow F I I w 0 Z n 2x4 NO.2 SPF 16 12 - - - 16 16* 12 - 4. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. Z Q I N � I � � z w Q w EFFECTIVE ZONE DESIGNATION Z 1 „ 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION H H 0 4 0 1 0 a X 3 0 5. POSITIVE PLACEMENT GUN NAILS,2/2 LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST to Q z � z w W Z �. X O _ 0 WIND AREA IZ-Interior Zone(psf} EZ-End Zone(psf) < (2)2x4 NO.2 16 16 16 12 12 16 16 16 6 16 BASE ANCHORS,CS18,AND MSTA FLAT STRAPS. •1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP W 0 M p 0 •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD m 0 4 0 v V Z W W Z N O Q W 0-20 ft2 +24.61 -26.70 +24.61 -32.95 0 2�6 SPF STUD 16 16 16 16 16 16 16 16 6 16 GR P TO 1ST LEVEL STUDS/HEADER/BEAM. z z 4 X 0 0 Q 0 W N w 0 Z 21 -50 ftz +23.42 -25.51 +23.42 -30.58 2x6 t :r SPF 16 16 16 16 1 6 16 16 16 6 16 TABLE 8: SPECIFIED SW WALLS � w EWowXPz < � � U.11 NUMBER OF I`IOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP L1J w Z Q w - Q N Z 51 -100 ftz +22.01 -24.09 +22.01 -27.74 NOTES: NOTES 1,2,3,4 Z wWQWaII- 600W1Iww ' 1. TUD SPACINGS ABOVE"7ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE,UNLESS NOTED OTHERWISE ON HEADER FRAMING KEYNOTE CALLOU''I"` � (' � I � ZQ � � � aj � ZZ = � 101 -200 ftz +20.91 -23.00 +20.91 -25.56 PLAN. (2)2x10-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING Z w w Q m w Q w 3 H Q 2. IF STUD SPACING IS NOT LISTED, UD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. END STUD GROUPS LJ.) w ? 0 1 0 w 0 :3 N w w - 3. {*)STUD SPACING IN TABLE DESIGN WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL END ZONES TO BE ` []!GARAGE L SOFFIT MAX PRESSURE(psf) +23.5 -30.74 `. � U DOUBLED,FASTEN STUDS PER MIN OTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4'EN ZONE LOCATIONS. *\ SW TYPE NUMBER OF STUDS NUMBER OF JACK STUDS EACH SIDE OF OPENING Q I Q z �' Z I Q v W � - 0 }- Q 1- HIz �� cDzwG Wt- M DOOR PRESSURE SEE FRAMING PLAN I E LE TABLE 5: FASTENERS I N �.. SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYP)OR WSP z w Q - v O I w 0 Z Q TABLE 4: NAIL S Z D swl,sw2,SW3 2 - o ' 01.-0 04 1- J< 0�1 H Z ( rd NOTES 1,2,3,4 PRESSURE TREATED L MBER sw4 3 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP NUMBER OF PLIES IN HEADER J DIAMETER LENGTH `, ` z SHEET NO.: •- REQUIREMENT. Z W COMMON 0.131" 2%2' ST- PRESERVATIVE FASTENER PE ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT v 8d RINGSHANK 0.113" 24/8" E- 1 1 „ ACZA STANDARD CARBON STEEL (2)9 1/2"LSL-1/2 NUMBER OF=KING STUDS EACH SIDE OF OPENING 10d x 1-Y2" 0.148 1/2 END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ STRUCTURAL 10d 0.131" 3" SODIUM BORATE(NOTE 1) STAINLESS CONNECTORS AND swi MIN 36"BLOCK W/(20)10d TO END STUD NUMBER OF JACK STUDS EACH SIDE OF OPENING 10d COMMON 0.148" 3" FASTENERS REQ IRED. SPECIFICATIONS END ZONE KEY MAP 1 „ CONNECTORS MU T HAVE ��, HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL,LVL, PSL,OR SYS42) END ZONE: END ZONES SHALL BE TAKEN 12d COMMON 0.148 3/a Z-MAX,G120 ORTRIPLE ZINC '`�� END STUDS CONNECTION(NOTES 5,6,7) DEPTH OF HEADER � JOB NO.: AS THE 1ST 4.0'PER IRC FIGURE R301.2(7) 16d SINKER 0.148" 3-Y4' ALL OTHER PT COATED FINISH. NUMBER OF PLIES IN HEADER(1 314"WIDE UNO) „ (INCLUDING ACQ& MCQ) SW TYPE 1ST LEVEL 2ND LEVEL Q AT3510 16d COMMON 0.162 3-Y2 ALL FASTENERS UST BE HOT DIPPED GALVANIZ D. HOLD DOWN STRAPPING NOTES: SW1 DTT2Z MSTA36/CS18 HEADER FRAMING SUBDIVISION: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMEN S BEARING ON sw2 HTT4 (2)MSTA36/CS18 1. ALL HEADER JACK AND KING STNS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d @ 8"O.C. Oo 1588 Ocean Blvd. SW3 HTT5 (3)MSTA36/CS18 STAGGERED. SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT IRECTLY �- Atlantic Beach FL F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE:BEEN PROVEN SW4 HDQ8 (4)MSTA36/CS18 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: Q � BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. •SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF •ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE,HEADER SILL,CRIPPLES, ETC.)W/8d LOT NO.: A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE BOTTOM PLATE ANCHOR SPACING(NOTE 7) COMMON @ 3"O.C. V •EITHER TOP OR BOTTOM PLY�OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING Z SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. SW TYPE MAX ANCHOR SPACING MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE �- 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SW1 48"O.C. •NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END 0 FLOOR PLAN: SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. •WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL O custom CONCRETE AND FOUNDATION NOTES Sw2,SW3,SW4 24"O.C. SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING 0 3. FASTEN ALL MULTI-PLY HEADERS OGETHER WITH(2)ROWS 10d @ 8 O.C.,STAGGERED ALONG EACH EDGE. 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). Z DESIGNED: 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). 4. FASTEN ALL HEADERS TO KING S DS WITH(3)8d TOE NAILS. 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). 5. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. V DAE 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP.24"LONG#4 BAR IS RECOMMENDED TO BE 6. UNO ON PLAN,MIN(1)SDWC15600TOP PLT TO KING STUD AND(1)SDWC SDWC15450 KING STUD TO BOTTOM L1.! INSTALLED AT ALL REENTRANT CORNERS. NOTES: PLATE CONNECTION REQUIRED H SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS AT I- REVIEWED: 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF.FIBER LENGTHS SHALL BE 1/2 INCH TO 2 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 FIRST FLOOR HEADER WHEN A 2N LEVEL FLOOR SYSTEM IS ABOVE. ACCORDANCE WITH THE MAN FACTURER'S BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF 7. TOP PLATE TO HEADER CONNEC N PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR w DBM DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN 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. OPENINGS 3 Fr OR LESS OR AT FIST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: a- 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. •TOP PLATE TO HDR W/SDWC 600 @ MAX 32"O.C.AS SHOWN,"ALTERNATE SECTION(HEADERS),ST-5 Q REVISIONS DATE 4.0 FT 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 •SPH w/(12)10d x 1-1/2'@ 16"O. .OR 1 ST FLOOR (Np) END ZONE 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY F 2,000 psf IN EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. •DSP w/(14)10d x 1%2'@ 16"O.t.OR DESIGNATION 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. •FASTEN TRUSS DIRECTLY TO EADER w/MTS OR HTS w/(14)10d x 1-1/2"(OR EQUAL APPROVED BY EOR). THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S O CONTRACTOR'S 5. 2ND LEVEL"SW'SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: co m RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • HOLD DOWN WITH FULL-HEIGHT 2'DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. Q 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 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD TABLE 9: PLANK-O I E NTE D HEADER REQUIREMENTS w LAPPED 6"AND SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF DOWN. Z SUBTERRANEAN TERMITES. 6. DESIGNATED"SW'SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. STUCCO FINISH-U360 FLEXIBLE FINISH-U180 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CO TACT ENGINEER OF 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. CONTINUOUS ROUGH OPENING DTH MAXIMUM 11' MAXIMUM 11' O p RECORD IF THIS CONDITION EXISTS. (NOTES 1,2) r- 10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR PLATE HEIGHT PLATE HEIGHT Ll.! FOR ALTERNATIVE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDE WITH CONCRETE WORK. FRAMING NOTES GREATER THAN 48"UP TO 75"(NOTE 3) (2)2x4 (2)2x4 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FO TING LOCATION FROM 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR Q ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE F FOUNDATION PLAN APPLICATIONS. ANCHOR BOLT,THREADED ROD,OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO Z GREATER THAN 75"UP TO 111" (2)2x6* (3)2x4 Z GREATER THAN 111" a SEE FLOOR PLAN SEE FLOOR PLANAr ALONE,CONTACT THE ENGINEER OF RECORD. THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF(TYPICALLY 1s'TO 8"GREATER THAN SPECIFIED IML AV D PRE-ENGINEERED TRUSSES & I-JOISTS ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. GREATER THAN 48"UP TO 75"(NOTE 3) (3)2x4 (2)2x4 � vw L AM MANUFACTURERS SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. Of P Armmk I 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL P NS SHALL BE DESIGNED UNDER THE 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND Op GREATER THAN 75"UP TO 111 (2)2x6* (2)2x6* L� SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL E PREPARED IN ACCORDANCE WITH FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND _ ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIG CRITERIA IS LOCATED ON SHEET DETAILED BY OTHER. GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN V ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHA L BE LEFT IN PLACE AFTER 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS 1. PLANK HDR TO STUD GROUP W/MI1`(6)10d TOE-NAILS, EACH END. CONSTRUCTION IS COMPLETE. LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. 2. WINDOWS WITH INTERMEDIATE JA( (STUDS MAY BE TREATED AS SEPARATE OPENINGS. Q B U °flf - 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING, BEARIN LOCATION AND NAMING 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. , 3. FOR OPENING WIDTHS LESS THAN 48",A SINGLE 2x PLATE IS SUFFICIENT. 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. • G' 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. WITH THE TRUSS SHOP DRAWINGS. 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)164 COMMON END NAILS. 5. (*)HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. f N0 7 457 • w` 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION D RING THE DESIGN OF THE UPLIFT 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. REVIEWED FOR CODE MPUAN� we 0 a. RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWIN S MAY BE DISREGARDED. 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR ` *! Cr 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, UNO. CITY OF A��C 8 K C> Z '0 •� E F •� 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE SEE PERS FOR ADDrWNA �� S 4.0 FT ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,TH S SHEET. ` •• END ZONE R QU RF.r� tt AN � W �i� '•• ...•..••' _\ �� 2ND FLOG �+^ (TYP) DESIGNATION RE"VMWED ,J ' X `�,®�� ON AL�% 016" W tttt�tt�� C1. Derek B.'Murray � P.E. No.71457 METAL CONNECTOR 08-26-2015 GENERAL FOUNDATION NOTES 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL 59'-0" FOUNDATION WORK MAY BE REQUIRED. 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL 16'-8" 40'-4" 21-011 PLANS FOR LOCATION OF SLIDING GLASS DOORS. 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. 20'_2" 20,_2" SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT C) CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET. N LO FOUNDATION KEYNOTES: � 4 — — — — — 7 F 8"x8"DEEP THICKENED EDGE J ►— — L A W/(1�#4 CONT I A N 12"DEEP FTG W/#4 @ 12" N D I b B EW UNDER BOX COLUMN, M o I (3)TOTAL I FTG TO BE PROJECTED MIN J co I I 6"LARGER THAN BOX LL COLUMN ON ALL SIDES 24'-6" I 32'-6" 16"SQx12"DEEP FTG W/ J C (3)#4 EW5: 0 z D 24"SQx20"DEEP FTG W/ 0 - - - - - - - - - - - - - - - - - - (3)#4EW r- - - - - - - - - - - - - - - - - - - - —i U E 30"SQx20"DEEP FTG W/ � I ( OPT I (4)#4 EW N . I 1 6 I o . � 36"SQx20"DEEP FTG W/ "it F (4)#4 EW w 48"SQx24"DEEP FTG W/ D A (5)#4 V) 1 iv EW,T&B Cn 10 0 I I _ I U i I 0 I SEE SHEET ST-6 FOR FOUNDATION SECTIONS Q G I I IL 0 Z Fo I I � L I I TYPICAL REINFORCING � X a �' a BARS AT THICKENED 11 w W a z 0 0 zi FOOTING,SEE PLAN 0.Q E N 0 0 W a QM ED Z � I I I I ti Wo = W �cPn w0 F_jMIN 24"LONG#4OR#5 j ED I- Zowowuwm III — � a z0 � _ WO BAR SET AT MID-DEPTH ti } ap Zwj _ m � ZWO I II OF SLAB,TYPALL tQ- � Ww ' a a40ww 1 I I I I RE-ENTRANT CORNERS W w a 0 W w J W O N N Q p z 0aw o - a I I I II I_ - - - - - - - - - - U) o ° ma za � w � mz � ° - - - M I I ( °° - - ozu W Za ° wNHWW 5.- WQQONIw ° Nv _ L73 -2WNOWIWZ7'_72alI_ jaal. HaZw -3O I 0) ( HOUSE SLAB � a W Z I- Z � LL � 0 x _j 0: O � W0. I woo w m [7Q � L3 wwZUI ❑ QIW I RE-ENTRANT CORNER DETAIL w WZow� PZQOwN_ M0 03 _ W xQWL3Qa w o (RECOMMENDED) Z WWQWa � HO _ HZNww 1 - 0 ° 0Z oN - a ° NZZI ° � N PLAN-VIEW DETAIL TYPICAL @ALL — Z I } Z Q � Z Z J ti 0 0 F- w Z RE-ENTRANT CORNERS Z W W O Q m Z W M Q f. z 3: i - - - - � I I I w W ? 0 � 0Wr� lD- WNf � Wm _ C? I - - - - -� I I L p � F- IZpI - VDZWo ° W � a LO - I Z 0 4 i 0 M 0 2 W p z < I I 0 I I I 0 � nIW ? 3N41 'M < Or) F1Z_ 00 I 4U_ I '° I Z SHEET NO.: 6 I l 6 I o ST-2 3 1-0 I I 3 _ E I �- 9'-3" I tj 3'-6" I 11'-1" 4'-2" 12'-10" 3'-10" T-2" 8'-2" 2'10" FOUNDATION - - �- - - - — a. _j- �- - — - - - - - - - - - - - - - - __j w PLAN - - - - - - - - - - Ia. JOB NO.: - 7 F�_T_ 0 — Q AT3510 M L - - - - - - - - - - - - - - -10 M — - - - - - - - - 3 I ( ( I M I SUBDIVISION: I I I I 3 I � L — — — — J I o 1588 Ocean Blvd. 3 I I I Q Atlantic Beach, FL E 6 I I ( I LOT NO.: 4 I U - - - - - - - - - - - - -1 I I I z — — — I I I FLOOR PLAN: — 3 I 6 I I I o J Custom • I I 221-6" 12'4" I I I Z DESIGNED: i ► I N 0 DAE I w T I I ( F_ I I— REVIEWED: OPT ( I � I x 6 I I w DBM I Q REVISIONS DATE I I I I m 5 I o 1 I w I AUNDER Z _DOOR - - - — � (2)TOTAL � — - - - - - - � O — — — — — — — LU A 4 VIL ArONL AV 2'-2" 10'-8" 2'-2" ~ U_ 3#-4" 16'-0" 3'-8" 1'-6" 151-011 LL Q ;; Q. et , 2'-0" 23'-0" 16-6" 15'-6" 2'-0" • �Jl�:; t�+��,. >-- xlsla s s , , ®�+ 59'-0" _ • N 0 71`1 •: : -. a OF w Uj FOUNDATION PLAN 1 /4 - 1 0 x -�� N A\-%%%.,� IZ Derek B. Murray METAL CONNECTOR ENGINEERING Q P.E.No.71457 08-26-2015 FRAMING KEYNOTES (METAL CONNECTOR} NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 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., 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR DECK TO SW DBL TOP PLATE W/10d 3"O.C. SEE'TYPICAL PORCH 00 SHEATHING DETAIL." 4. PORCH BEAM FRAMING NOTES N LO • 6x6 NO.2 SYP PT POST,(3)TOTAL A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV r • EACH BEAM TO POST W/(2)MSTA24 NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL. 00 TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. . EACH POST TO SLAB W/ABU66 OR d' — O 31/2"x 14"LSL 3 Y2'x 14"LSL HTT4 O B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. N C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV N PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR N M IN PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, MSTA24.POST DOWN STUDS TO STUDS BELOW W/HTS20 OR J N LL SW2 0 MSTA24. w X D. BEAM ATTACHED TO EXISTING FRAMING J NOTE 4 ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS 04 > W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. ......_: 5 CONTINUOUS TO SECOND FLOOR TOP PER TYPICAL WALL __ SHEATH WALL CO TY (2)2x6-1/2 (2)2x6-1/2 SECTION SHEET. SW2 6 NOTE 1 . HIGH UPLIFT CONNECTION: Q •TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C.OR(2)SDWC15600 NOTE 4 1 DTT2Z 1 DTT2Z @ 24"O.C. 0 •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1 ST LEVEL d, .... ..... STUD" MAK 32"O.C. _. LLj Cn • 1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C.OR (2)2x6-1/2 (2)2x6-1/2 (2)SDWC15450 @ 24"O.C. D Hi NOTE 1 047. PLANK-ORIENTED HEADER FRAMING j A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 C z >� EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON CN DETAIL SHEET. 2 2STUDS w 2 2STUDS w B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH o HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. 2 ANCHOR oOc 2 ANCHOR C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. 4 STUDS wo STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT Q ROOF GIRDER OF PLANE WIND LOAD. 13L — - - - - = — _ — _ —_ - -_ - - HTT4 - • 3/z"x 9 Y2"LSL COLUMN : 3%2 x 9/2 LSL COLUMN O Z • OMIT TOP PLATE,GIRDE COLUMN TO SLAB W/HTT4 0 TO BEAR DIRECTLY ON FLOOR GIRDER _ m COLUMN = = _-...-._-..--. =-_ = = = _ = _ _ _ = _ _ _ _ = = = _ __ wD 2 STUDS • COLUMN TO SLAB W/HTT4 IIIII - DTT2Z FLUSH BEAM FLUSH BEAMLO 2STUDS wz 20 - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - XO a DTT2Z ( IIIII U 0 Q • 0 N Z IIII - 6STUDS ILMI - 3STUDS Lp = wY0 W L` w0 1 MSTA24 IIIII � En I- Z wawuwm 22x6-1/1 DTT2Z m - 2 STUDS z J p J - O 1 DTT2Z - DTT2Z m �II� - wo I` - } a0 Zwj - m � zzD 1111 QI WW - oIn < x 3Ww tL�la - DTr2z �, .FLOOR GIRDER. _ ;; —) ww � 0 ww � w � NED 0 D W Q - -IIII IIIII oom0. � z � � w � WZL IIII IIIII (2)2x6-112 a 0 N U) W (n ZM a � wwH 0 QL7u1IWW I- - W 1 MSTA24 IIIII Z QwFNO � F' � � wZZQ � 0 IIII 1 DTT2Z IIIII QWZaZ � pzoXo � o � IJII � � � w � oo w � QQw r �IIIIi m El Z zw � w x. IIII mlllll \ zZQX� ooQowN ,� o� z IIII w — ow � z E9 z CV w XQ aQM � mllll % ' IIIII S Z WWQ � a � �- o � � zNww =IIII IIIII MIN(4)2x4NO.2SPFSTUDSBELOW � I � zQ � � Wa � NZZ = 0 IIIII ROOF GIRDER/SW END STUDS ABOVE Z Z 0 0 Q } z - Q z - I- XXXO(xxxxxx • FASTEN STUDS TO SW END STUDS W/ w W m - w � � IIII 2STUDS 2 IIIII Z NwQ � E3 J 2 STUDS O w (2)ROWS 10d @ 8"O.C.,STAGGERED LINE OF CANTILEVERED w - p [7 w [7 w 0 o __ IIIII Q IQZ } ZIQUw � - o � Q - °< _ DTT2Z O IIII W3 m • STUD GROUP TO SLAB W/(2)DTT2Z 2ND LEVEL WALL ABOVE Z Q H 0Cl Er 0 I w w Z M � � IIII N TE3 IIIII � �HZ3cvau�iQori � Z � n IIII IIIII (2)2x6-1/2 J — — FLOOR GIRDER = =IIII III • 3%2'x 9 Y2'LSL COLUMN IIIII U_ wI II COLUMN TO SLAB W/HTT4 IIIII 2STUDS Z SHEET NO.: :IIII m I I I IIIII - W j O ST-3 3 STUDS _ - 2STUDS w E- DTT2z a I I j III o° IIIII - DTT2Z U, E— IIII c, IIIII STRUCTURAL (2 2x8-1/1 III IIIII 3%2'x 9%2'LSL-211 FLOOR GIRDER a FRAMING P LAN — — — — — VD2 1 241 MST1 Z AT3510 SW3 1 DTT27 Q j. II NOTE QI�I II SUBDIVISION: ............................................................._... _... .... ............. .. - o Ocean 1588 O n Blvd. II • MIN(2)2x6 N0.2 SPF STUDS BELOW ► I I Atlantic Bea L 11 BEAM/GIRDER Q Ch, F ATTACH TO SW END STUDS W/(2) w I(I `,� I LOT NO.: ROWS 10d @ 8"O.C. STAGGERED I I • STUD GROUP TOS B W/HTT5 PER "SW3"SPECIFICATIONS I.:.: . \\ FLOOR PLAN: - 2 STUDS2x&1/1I I -- (2) C U StOIYI 011 _ oII WSP HDR-0/2 k O CN - I I = = DESIGNED: (� o I I 2 2STUDS w0 o O I I (n DAE Oil ow - DTT2Z - -- I 1— REVIEWED: 1 DTT2Z II II X II II w DBM II m - LINE OF REVISIONS DATE II - 2STUDS w p (2)2Xc6-112 2ND LEVEL RED 11 DTT2Z ~ - cn WALL ABOVE II - 2STUDS o III SW2 III -T2 STUDS o II m II - -- � �, oWlll oWlll - -- U_ 0 II w it o �lll o5lll - (3)2x12 Q � 3%2'x 14"LSL-2/3 NOTE 4 u- 011I w c�II1 NOTE 4 (2)2x6-1/2 NOTEI_. kkll LI _ _... ... .......... ...... ......... .: It: GARAGE DOOR DESIGN II III 1 MSTA24 4 Q WIND LOAD(PSF): Z �i ...... . ......... ... _ . _ - +20.56/--23.26 _ __ _ f� SW2 2 MSTA24 12"EMBED 12"EMBED MSTA24 SW2 SW2 1 HTT4 ANCHOR ANCHOR HTT4 Ift AV SEE'TYPICAL PORCH - 2 STUDS z pAM • EACH EAM TO STTW/(2)MSTA24 SHEATHING DETAIL." _ w WpFY 6x6 NO.2 SYP PT H HTT4 � ~ • EACH POST TO SLAB W/ABU66 OR V HT74 LINE OF CANTILEVERED Q 2ND LEVEL WALL ABOVE ST L NENd/t Q ' �G NS •. q �.: ' No X14 U = r 11 w • � ST TE OF FI RST LEVEL STRUCTURAL FRAMING PLAN 1 /4 - 11011 ° •••.. � .; :� w ALINI�r �° METAL CONNECTOR ENGINEERING 08-26-2015 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 • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • FLOOR DECK TO SHEAR PANELWI 10d @ 3"O.C. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH 00 DIMENSION OF TRUSS MEMBER. t " ...... _ .._..... _._..._._ . ......... ........... _ ............. _........ ........... .- ___ • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS ..__.._.....__._. BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 3. LEDGER FRAMING NOTES: O 00 0') , 0 0 FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT N N N N C"�~i N N N C'°1 N C\1 C 0 -• ., . .. F_ � � - � � °`` VE NTH FASTENING SHOWN BELOW(MAX LO }.._ 24"O.C.SPACIINGr' S£ } CN 5i it • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED :.;. .............. 'it LOCATIONS ON PLAN ... ;; FASTENER '_ .. ........ _. • SEE TABLE 3 ON SHEET ST-1/S1 FOR O f._.... #...._._.... :; C/) ..>._ __.._. it _ . f. ',� ... PROTECTION AGAINST CORROSION } - " ,. \ IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITHit N WOOD AS INDICATED ABOVE. it r - FLOOR FRAMING COMMON CN LEDG RS AR FOR N ER ORUSE ONLY• N tqpit _ ' CD ROOF FRAMING LEDGER: J �,, ........... ..(4)1 � 2x6 2d COMMON z.__ , ....................(6)1 LL 2d COMMON J09 x ju 2x10 .(8)12d COMMON J 2x12..................(10)12d COMMON N J10 z . - FLOOR FRAMING LEDGER(W/NAILS): ............. . PT 2x6............... 16d COMMON _ 3 O ._._. _._..__ PT 2x8................(5)16d COMMON ___ J1 PT 2x10..............(7)16d COMMON U - N PT 2x12..............C 2x8 NO.2 SYP ROOF )16d COMMON (9 � LEDGER,SEE NOTE 3 FLOOR FRAMING LEDGER(W/SCREWS): t Cq %"x 4-/"LONG#14 WOOD SCREWS O r #f PT 2x6............. (3) a„ i„ , ................(5)�a X 4-/ LONG#14 WOOD SCREWS )� „ 4-Y2" SCREWS W # 1 _ _ _ PT 2x10 NG#14 WOOD .... „ __,.. ..... , ............. , PT 2x a 2 � 4 G NOTES _ . OVERFRAMIN I— •CNI ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. LO • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. I - ; - •: FASTEN"SLEEPERS"TO / 3 EACH TRUSS/RAFTER W 16d A U ER W/SIMPSON H3 UPLIFT TO"SLEEPER" - • EACH RAFTER Y J 1 CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.MT 12 FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RA FTER TO Qa. Z .. __. T21 ..__.. -:... `.. _ RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. . O(2)HTS20 @ FG01 )MTS12 @ T21 (2)HTS20 @ FG01N .Ott O.C.. . :. . LUMBER__ RAFTER SPAN SCHEDULE SPACING tt (a)HTS20 @ B02 (!) (2)HTS20 @ B02 N 2x6 2x10 2x12 LO , OTE 7 .. x 2x8 T23 ... ... B02d' Xp Z � O _. :::. _ I` ti W W _ . . .. 12 „ „ „ Q . p .. . _ - an p qui U 14 5 18-3 21-8 25-6 Z O N f ttt U 16" „ „ „ Q � N � � w �. QZ F01 - - - - ¢ ,. _._ MS2 HTS20 w I v p 0 12-6 15 10 18 9 22 1 ti O �' z v p _ _ _ „ „ „ „ NO0 - N,.,_w ...::......:. - - ........ . .... _.... ____ 24 _ V7 3 , U 1 U 1 10-2 12 11 15-4 18-o T23 : 1 ttt 20 L.L./15 D.L.#2 SYP ~ Q H w w Z 0 m Q Q j W LL D F1 _ _ _ _ _ O W � � > ptoWWOU Ip Y - .._....... .... . _ - In t W W 0 HTS20 t tt r __ Z p a W p TU tt m � � � � - ... CEILING JOIST SPAN SCHEDULE 0 �. U1 r w � ozm 111118 - ___ __ _ LUMBER SIZE F U41 a -- -..-- - :: - - - LU W Q � QL7UI = WWN � NW � ___ _ ___ H V SPACING w 0 W 12 w O Z — ' H H U - 2x4 2x6 .._ 2x8 2x10 Q I Q {/) QHZ OWOZ �, ap � p0 I- Z W - X - ___I� U_ - F�1 F U41 U 14 11'-10" 18'-8" 24'-7" 26'-0" p W a l D w j p Q W �.......:..... ..._.. .. - _...._....,.__ .. _ 12„ „ „ „ „ m 0 Q L1 Z W W ZED 0 Q W FT01 , _ ___ _ _ _.-- _ __ ___ _ 16 10-9 16-11 21-7 25-7 Q n w O _ r U ....__. . _ _ zzpX�- - p � � 00 0 IJP•1 - - W W „ I- N H F01 - HTIZ { _ U1W w z -W Q W v U N W z 24 9 3 13-11 17 7 C N W W � Hp _ WW ... - - . -- - .. __ -._.__. __ - _ 10 L.L./5 D.L.#2 SYP Q - _ ,�`.-�_ - - ---- - _ F° z — - I � zQo - � a � ° zQ = o_ Z NOTE 7 J 1 PROVIDED BY F _ X1414` - - 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE Z W W 0 Q m Z to Q Z 3 Q -_ rj HT - ___ ____ __1� 1 _ _. __ -. ___ _ __ _ __ _ BUILDER IN ACCORDANCE WITH FRC R302.12. W w I- 'I :::: QQ IQz } ZIQU - pZ 13 2 Lt � Q � _ 1 6. 2x10 NO.2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR I- I Z �. p Z w p W I- r a# F04 U414,; U1 . ........... od — - F1 z w Q - __. __ TRUSS END VERTICAL W/(6) 1 p Q . r ___ ___.___.. ..._ _ FT1 - J� O � v� _ 3NnQ. NQomI- _ vv HTS20 1 1 N 7. (2)2x8 NO.2 SYP BLOCKING BELOW WALL ABOVE, J .. ___ ATTACH TO TRUSS W/(4)10d TOE NAILS EACH END LL U � _ U 14 �,a••„�,, __..: __ _ _. _. : SHEET NO.: U414 1131t4 it 8 DBL TOP . EACH CANTILEVER FLOOR TRUSS T �+ u.M y. U { .:...::::.... .: -:::: : :.:.:. . :.:::.:::. PLATE W/MTS1 OR(2)SDWC156000 — <7T-3A J12r -F-02, 1 - 1 ROOF FRAMING U414 U 1 1t BEAM SCHEDULE PLAN (2)HTS20 @ B01 ' __. I r _._ t . � � , t 1 1 � 1 CO BEAM NO. BEAM SIZE AND TYPE NOTES AT3510 ,( co pW¢�. 0 co -- ::. 1 N N N � : N : 118 Q J1 1 - D - `- U� � - -• 2x12 NO.2 SYP ROOF : SUBDIVISION: MICROLLAM L N ;� LE GER,SEE NOTE 3 O ` . . ' B01 -(3)1 3/a x 18" NOTE 2 1588 Ocean Blvd. - 1 1 9E J 1 2x12 M0.2 SYP ROOF ._.. F LEDGER,SEE NOTE 3 U1 N V' Atlantic Beach, FL B02 L NOTE 2 1.9E-(3)1 18" 3 - OT NO.. (3) /a x L J 1 _ : F U U 1 LVL Z B03 „ NOTE 3 ...__ .9E 4 1 3 x 18 1 -O /a FLOOR PLAN: J 1 ,.;; . .....,. Ai J 1 (� t t Custom ._._ MICR B04 LV„ NOTE 2 __. _ ___ ._,. 1.9E-O 1%Mx 18 O a J1 - >:.<:. ..... _.. - DESIGNED. t ......... »:�.. ... 1 ' ao w � N °z N MICROLLAM LVL V DAE B05 NOTE 2 N Q w 1.9E-2 1 x 18 W i 4 J 1 t REVIEWED F08 / N MICROLLAM LVL w DBM B06 „ r' .. . _ _ Y 3 NOTE 2 a. _.. 1 9E- 1 a 18 J 1 :..:..: 1 t REVISIONS DATE _ BEAM SCHEDULE NOTES ____ ,,... 1. FASTEN EACH PLY W/ 3 ROWS 10d 12"O.C.STAGGERED. ...- _. -7 1 ( ) @ J 1 �- ,,, :, WS 3. FASTEN PLIES W/(2 ROWS/ DIA.T RU BOLT W/NUT AND m . N r , WASHER @ 16"O.C.STAGGERED.PROVIDE 2"EDGE STAG RO E DISTANCE 2 1 o w _ W J1 .. 2 C 2 2 20 I� T O HTS20 2 00 HTS . TF A422' G : HTS20 H S20 r - N H Q r ! )i ii £ •S :� 4„rsP x. 3 '.si a• lss f`t �S< s. .. ,•: s .t. :3i .: 1: .,. L+ .. `" s' 1 f' ii. .F.r...._ _....._._...... li__..... .?.3_..... .._.... ....t... .. .._.._... .......... ...... -.- N LO r� CSB N M LO C CD CO C C�3 - - NOTE 6 9 1 Bt....... �.,- 1 tt _...... t�tt..._....... t_.... .».._...2 _ «..� .... .. .. _. 1 3 1 i� .. 11 - TRUSS ENGINEERING NOTES. N 714 +7 •; r • • • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL = "� TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING U TAT 1= # w. TO THE TYPICAL WALL SECTION SHEET. ''• . o R I'D�:•'N,'�;;� i� — 1 Q�� • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING X ' , �'�''""''E, �FIRST LEVEL ROOF FRAMING PLAN1 /4 �NA1- Q Derek B. urray TALMECONNECTOR ENGINEERING P.E.No.71457 08-2&2015 FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 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. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR DECK TO SW DBL TOP PLATE W/10d 3"O.C. C) O 4. PORCH BEAM FRAMING NOTES LN A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV T' Cq NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL. CO TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. tt O B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV 0) C11 PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. I 'd' N C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV IDN PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR M PORCH BEAMS.BEAM TO POST DOWN STUDS W/HTS20 OR, MSTA24.POST DOWN STUDS TO STUDS BELOW W/HTS20 OR U- - LL MSTA24. W D. BEAM ATTACHED TO EXISTING FRAMING J ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Z 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PER TYPICAL WALL � SECTION SHEET. U 6. HIGH UPLIFT CONNECTION: Q •TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C.OR(2)SDWC15600 @ 24"O.C. C •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1 ST LEVEL STUD"@ MAX 32"O.C. w *1 ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C.OR Cn (2)SDWC15450 @ 24"O.C. 7. PLANK-ORIENTED HEADER FRAMING U) Cn A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON 5 1 FMSTA24 1 MSTA24 DETAIL SHEET. 0 Sw Sw� B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH V HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. Y - - - - - C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. .. .... .. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT Q .... ._...._.._. (2)2x6-1/2 (2)2x6-1/2 (2)2x6-112 (2)2x6-1/2 OF PLANE WIND LOAD. a ;; - ._...... .. __: 2 2x6-1/2 I I Z (2)2x6-1/2 (2)2x6-1/2 { ) >r 2 2 STUDS w w II II 2 2STUDS00 0 � ......_. II 00 Cf) CS18 I( - CS18 U) U) LO Z 00 � it ti wW Q • 0 ~ QQ Nw13wIZWO II II II II LO Jo � Z � zo � o ,°,, 0 � � IIsop II ~ ww zom4MU ] WLL 0 OWW � > awWWO N - D 0 w J �- N - O � II II 0. WSP HDR-0/2 Z oam � I- MFO } WZ 0 WSP HDR-0/2 wII wII � z � 0a } zw �- wjmozu SII SII w QaQoW � = wW0NE3M 011 oil Z IQ- IOQ � a � �' LL. EL � � Zw "3O 0 0011 owZaZ � � ZpX � � a � SII WSP HDR-0/2 I I WSP HDR-0/2 m 4 W w I p p w 0 w .:., II II ZQQXwoo �-0- 1QOZ M •:.. - _ - - - m- n Ir LL :! ;� wwzWWQw - vOm Z f}.... _.. w - W _ _ - � p Q p II Z wwQ a � � 0 I- rn II II t� to � ZQ ° ZZ0.a � - z = _ Z } W N Q Z - Z II }4 w ww° ° Qm _ I�- w3 � � Q -....... k.. c I( . w 0H _ E _ 0 0 W U Q IQZ } ZIQC] Wa � awQ �.. i- IZ �F- YOZWL] OWH IQt -S 2 STUDSww Uj '44 Uj Z a Q - 0 M 0 I W Z2 2STUD DS Op2 2STUDSO O W -4 � 0 Z � l- _ On� �CS18 OCS18 �CS18 CS18 WSP HDR-0/2 }L = }I WSP HDR-0/2 LL _.ROOF._GIRDER......., Z SHEET NO.: ........._. . _ - - - - - - - - - - - - - - - — ST-4 . .. 0 sw ! sw1 STRUCTURAL FRAMING PLAN ...................... O JOB NO.: AT3510 SUBDIVISION: _ 0 1588 Ocean Blvd. LL Atlantic Beach, FL U LOT NO.: Z 2 2STUDS w0 0 2 2STUDS w0 FLOOR PLAN: CS18 W - CS18 O J Custom ROOF GIRDER v DAE w �— REVIEWED: w DBM C WSP HDR-0/2 WSP HDR-0/2 Q REVISIONS DATE ...... m 0 sw2 sw2 Z FWSP HDR-0/2 WSP HDR-012 WSP HDR-0/2 0 O W Z Ift Ar O= IL Ar INLAWLL Cn Q �- ;'Ef�IGIN ER •. �- s� 4 0 w �� No 1457 O -,o z STAT 40 !,V W ��i� R ' i 1 — F- ��i � NAL1: SECOND LEVEL STRUCTURAL FRAMING PLAN 1 /4 - 1111011 x '#tills w IZ Derek B. Murray METAL CONNECTOR I I Q P.E. No.71457 0&26-2015 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 • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. , 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 3. LEDGER FRAMING NOTES: C) • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT O N EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX U� 24"O.C.SPACING) T- o ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED DO LOCATIONS ON PLAN • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER O PROTECTION AGAINST CORROSION 0) col • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH d' WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT N ID FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. N co ROOF FRAMING LEDGER: J 2x6....................(4)12d COMMON U- 2x8....................(6)12d COMMON W 2x10..................(8)12d COMMON J 2x12..................(10)12d COMMON — > 0 FLOOR FRAMING LEDGER(W/NAILS): z PT 2x6................(3)16d COMMON 0 PT 2x8................(5)16d COMMON U) PT 2x10..............(7)16d COMMON V PT 2x12..............(9)16d COMMON 0 FLOOR FRAMING LEDGER(W/SCREWS): N PT 2x6................(3)%4'x 4-%2'LONG#14 WOOD SCREWS C) PT 2x8................(5)%4'X 4-%2"LONG#14 WOOD SCREWS It �. C ---l.. ....... ..................................._.. .._..--- _........ .. . _.. ....... .........._.._._ �....„ PT 2x10..............(9)%all X 4-12"LONG#14 WOOD SCREWS �- Cn ! # # �� PT 2x12.............. 9 %a X4-/2 LONG#14 WOOD SCREWS D : U) (n4. OVERFRAMING NOTES �-- 00 , • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. w C) • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. D T,._ __ -_. ..... __.. .__ A � FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d O /X c/ .I 141) COMMONS MIN. V . 0 ~° - _ __ _ • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT Y _ ___ _ i __ ___� , ,y.. Il ,, I. CONNECTOR. f : DARDS TO BE 2x8 NO 2 SYP MIN Q : : • AiL ; 4 11 2161! FASTEN RIDGEx66 N0.2 SYP COLLAR TIES FROM RAFTER TO I .:,. i , .. .. ,.. .... ,, r . .,I :i \ �'' %. RAFTER WHERE APPLICABLE W/ 5 10d COMMONS MIN. Z : 12 : MTS12 / MTS ,;,°' : : / r RAFTER SPAN SCHEDULE .. f f� �' 11�1- O.C. LUMBER SIZE SPACING N 9 ,� W. ... ... ...... . .. \�, __ -- 3 / . ______ . _.__ ___ i' % 2xs 2x12 2xs 2x10 } �. , p .. Z 0 , /y ,.y`: . ., 11 W LL .. _-_ ix _-.,: _ M 0i :: :. - - a �� i € �' W O L. ..ii ....__ it Q 0 N_ 0 Z Q Z : X-- / 12 6 15 10 18-9 22 1 r- w ��^^gg, I. It : ' t1 i i :i `:;,... ` ` ' ,.� % ....:.:r 1.�*V 24" /_ !1 1 11 1 !1 1_ /! LO YJ 0 0 ° {.1 10 Y. X06 . / :1. ,f/ i 102 12-11 15-4 180 J wa -5 _' — � ZZO `� 1. `;\ / Z m 1 . - } p a — W � :: F i ! i20 L.L./15 D.L.#2 SYP Q H 0 m Q Q 0 W C; :: 1: �. .. F – I � : 1; -\�--- - :- : .. : : .. � : q /i ; � : N J / w — i 11 < : Z p W W J W N ° ; J06 - p W i CEILING JOIST SPAN SCHEDULE ° a m } W Z 0 fn p0 a Z FwJm Fti I ! _ # # W 0 Z # _ # _ f �.f - _ �, O.C. Z 0 d N N W _ LUMBER SIZE a N I w H - w W Q Wm N M �- SPACING 0 W F- I o V J O I w a { w � � _ J � z aW �. 2x4 2x6 2x8 2x10 — Q I 0 Q F- w (/� Z w ° : ; Z . ,.;.... __ . _- --,. -_.. ; .! :: : 11 1 11 1 !! ! 11 i it W x-- Q 0 W X p 0 . 12 1 - 1 - - - Wa = OWJpQ � y _ ; . : : 11: J Ix W ° ° W .: - ,/ 1110 8811 24'711 26,01 m 0Q � tiZ wZmOQ � w F. .. 16 10-9 16-11 21-7 25-T Q D W W - Z Z X� O : , ; : , 1. /y - � tl 1 11 ! 11 / fl 1 11 — W — Q w — {` — :: - - - – .:. to _ :: _ : ! wwz -X4w � QMcn L` Z •; i. 10 L.L./5 # SYP ' \ W W � � wIF- pUON WW 7 ; :: :. W . .. Ul t-- I ,: \ — . :: z2 _ � OOQwZ .._:s.... a .. '' � Z J - Z : _. , [7 C9 Z a O Z I 0 Q O ._. :. ::. ..... :: :: :: .: ,,, i 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY p Z } �- N w a N _ ? ;I z Z OQmZ I- Q % i � � �. i BUILDER IN ACCORDANCE WITH FRC R302.12. w W - _ — : F wzo � o rn � � � � n :.s — w .. .. _. .... .._._. _ W : . f- ....." Z W Z 0 . :: cO ( tea c I e�°' Nii : N .::.. . :::N N N: +f 11 :1 , coil- ? 3NatoQO[� F ? nD • :. .. : �: \--- "' 0 MTS 12 �° F- MTS 12 J I SHEET NO LL : .T �. -......�...�.....\ .............I :>. ..._... :.. .... .... 1. _ _. S LO i ... ._. 1-1 _ _.. .. ..._...., _...._. �... ..� . in : :: — ST-4A „ HT s2o O HTS20 F— >: + ; - _ _ _ _ . , # ROOF FRAMING -3 -) a0. PLAN -� - T _ _ ... ...... ___ - O JOB NO.: U AT3510 _ _ _ -- - T 1 .. 0 SUBDIVISION: oc 158 Ocean Blvd. T1 -... ..... . : .. Q Atlantic Beach, FL ___ LOT NO.. T11. z ... ........ _.... -.. ...... C 0 N N FL PLAN: . . _. _. _ O custom O T 1 .. _. 1. DESIGNED. Ll I I MTS 12 \�, MTS 12 w DAE _. _ ; ;... J03 F- REVIEWED . \` ...... :ice SLI I: w DBM - a ;; I ........ 2 i Q REVISIONS DATE . .... �� 1 M 1 -/. � �. �� . _ .i ::i : 1 ,!, y ;� . . - 11 i ii........ ... ..,. _... : j 116" s 1 w �,..... 1. I._...._ ...-..-.._ . 11 VO ' a; i0i 1i x i 0 �` c w 0 2 W-: M z -�A U) r ! !! -_ ._ _..........-.. _, ... : 1` '" �...- -- ...... ...._ ........ . ...- . ......_ _............... ........ .. ..... . .. ..... .___.... ... _....... .. ...........__.. ........ .-52!` 1" . ... ._.... ... __ O .. ... b �— ", P ------........ A& 1 � U Al Q % B . o,00 U) :4% �C ,0®# I . 0 > •%% IN j'.0'. !n ! • : A TRUSS ENGINEERING NOTES: �*.• �Q �� ; ft. • s* • * • • : as • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL • 1 . STATE F O116 if _ TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING U �;<c •,• �,SECOND LEVEL ROOF FRAMING PLA 1 /4 = 110111 TO THE TYPICAL WALL SECTION SHEET. w mss • R VOO • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING X �� % %, W 41it�� a Derek B. Murray METAL CONNECTOR ENGINEERING P.E.No.71457 08-26-2015 TYPICAL ROOF DECK. SEE TOP PLATE TO JACK/KING GROUP: 6 SHEATHING SPECS,SHEET ST-1 1(1)SDWC15600 SCREW AT OPENINGS 6'OR LESS. 2x NO 2 SYP BLOCKING TO FIT 11(2)SDWC15600 SCREWS AT OPENINGS BETWEEN 6'AND TRUSS OR RAFTER TO TOP PLATE W/ TIGHT BETWEEN TRUSSES, 36"<c<8' SEE PLAN OTHERWISE SDWC15600 INSTALLED FROM BELOW (3)10d TOE-NAIL @ EACH END, c BLOCKING MAY BE OMITTED PLATE AS SHOWN IN INSTALLATION#1 FOR HEEL HEIGHTS<9" BELOW. O W H2.5A(T OR SDWC15600 O WALL SHEATHING TO TOP PLATE W/8d 2 JACK/KING CONNECTOR TO INSIDE LO COMMON,SPACING PER TABLE 2 ST-1. 4' W GROUP FACE OF STUD BETWEEN TOP OF WOOD PANEL AND U) CN CENTER OF FASTENERS. Cd' 2x6 NO 2 SYP BLOCKING AT FIRST O TRUSS OR RAFTER TO TOP PLATE O OPTIONS, UNO: TRUSS T TOP PLATE W/ CORNER OF BUILDING. EACH SDWC1 600 OR H2.5A/T TYPICAL TRUSS TYPICAL TRUSSID •SDWC15600 INSTALLED INSIDE FACE TO TOP PLATE TO TOP PLATE BLOCK TO HAVE(1)A35 TO TOP TRUSS OVER HEADER: C N PLATE OF PLATE AS SHOWN* CONNECTION TYPICAL CONNECTION . TOP PLATE TO HEADER W/ M H2.5AfT OR SDWC15600 @HEADER JACKWING PROPERLY WIND LOAD RATED SOFFIT MATERIAL EXTERIOR WALL SIMPSON SDWC15600 @ MAX TYPICAL GROUP AND @MAX 32"O.C.,SDWC MAY BE CONTINUOUS @PERIMETER.SEE TABLE 1:COMPONENT TOP P TE TO STUD W/ TYPICAL 32"O.C.(SEE HEADER EXTERIOR WALL INSTALLED TO EITHER FACE OF STUD,SEE AND CLADDING DESIGN PRESSURES ON SHEET ST-1. SDWC1 00 OR H2.5ATT TYPICAL EXTERIOR WALL FRAMING NOTES ON SHEET INSTALLATION DETAILS BELOW EXTERIOR WALL 2x4 OR 2x6 STUD GRADE SPF OR STUD SPACING PER TABLE 3:MAXIMUM ST-1 FOR ALTERNATES) W BETTER @ MAX 16"O.C. PER EXTERIOR WALL STUD SPACING.ROOF STUD ALIGNED DIRECTLY J PLAN BEARING ONLY. * BELOW TRUSS RAISED HEEL TRUSS CANTILEVER TRUSS HEADER FRAMING SEE INSTAL TION#2 BELOW Z O TYPICAL WALL SECTIONALTER ATE ROOF-TO-WALL CONNECTION ALTERNATE SECTIONS AT ROOF (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) Q CV SEE TABLE 2:WOOD STRUCTURAL PANEL O d' I .SHEATHING REQUIREMENTS FOR TYPICAL STUD TO BOTTOM PLATE @ HEADER SHEATHING SPECIFICATIONS Cn JACK/KING GROUPS AND @ 32"O.C.W/ --- STUD TO BOTTM PLATE @ HEADER JACK/KING _ TYPICAL EXTERIOR WALL SHEATHING TO BOTTOM PLATE (2)SDWC15450 OR(1)SDWC15600,SDWC MAY GROUPS AND @ 32"O.C.W/SDWC15450, � WALL TYPICAL EXTERIOR OR W/8d COMMON @ 3"O.C. OPT.2x LEDGER,ATTACH U) INTERIOR LOAD BEARING TO FLOOR TRUSS TOP BE INSTALLED TO EITHER FACE OF STUD, SDWC MAY BE INSTALLED TO EITHER FACE OF WALL SPLICE WALL SHEATHING OVER CHORD W/10d @ 6"O.C. I Cn SEE INSTALLATION DETAILS BELOW STUD,SEE INSTALLATION DETAILS BELOW Ix RIMBOARD. INSTALL(2)ROWS 8d BOTTOM PLATE TO TRUSS @ 24"O.C. ALTERNATE SHEATHING COMMON NAILS ABOVE AND BELOW BOTTOM PLATE TO TRUSS 24" W/SIMPSON SDWC15600 ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS V @ CONNECTOR: CONNECTOR: 1�� V O.C.W/SDWC15450 BOTTOM PLATE TO RIBBON BOARD (MIN 1-2 ,MAX 5)AND SPACE NAILS Y W/10d @ 6"O.C. EXTERIOR WALL 12'x MIN. 18 GAGE @ 4"O.C.STAGGERED. COVERING PER SPECS METAL STRAP @ 48" TO LAP UPPER AND GAP PER APA RECOMMENDATIONS GABLE FLOOR a 7 NIO.C.W/MIN(5)NAILS .44 LOWER LEVEL WALLS 12" CONTINUOUS 2x4 TRUSS BY OTHERS AS SHOWN. MIN(5) EACH IN UPPER AND RIBBON BOARD Z NAILS PER STUD LOWER STUDS/HEADER O WALL SHEATHING TO BOTTOM PLATE W/ 8d COMMON,SPACING PER TABLE 2,ST-1 75"THICK(MIN)OSB/PLYWOOD RIM TO MATCH FLOOR DEPTH UOU 2x4 NO.2 SYP DIAGONAL BRACE@ 48" W ONTIN S 2x4 RIBBON BOARD O.C. DIAGONAL BRACE TO FLOOR LO } WALL SHEATHING TO TOP PLATE W/ lt' X p WOOD FLOOR TRUSS OR DBL TOP PLATE W/(3)10d fes, w W z O WALL SHEATHING TO TOP PLATE W/8d TRUSSES BY OTHERS 8d COMMON @ 3"O.C. TOE-NAILS AT EACH END. a- 0 0 Q Z � jT N COMMON,SPACING PER TABLE 2,ST-1 ti 0 LL = w 00 W W w z TOP PLATE TO TRUSS @ HEADER TYPICAL EXTERIOR WALL ti J 0 F W O J O Z ALTERNATE STRAP JACK/KING GROUPS AND @ 24"O.C.W/ Q W w Z p m 4 M Q 3 W 0 CONNECTOR. SEE SDWC15600 ALTERNATE 3 " WSP RIM BOARD d W Wix o W w w w ow N 0 0 "METAL FLAT STRAP TOP PLATE TO TRUSS @ 48"O.C.wi EXTERIOR SHEATHING TO SPAN METAL FLAT STRAP 2ND LEVEL �4 Z W W w 0 p p 2ND LEVEL STUD TO STUD TO TOP PLATE @ HEADER JACK/KING SIMPSON SDWC15600 CONTINUOUS ACROSS FLOOR SYSTEM STUD TO 1 ST LEVEL STUD SPLICE CONNECTION PARALLEL FLOOR TRUSS � 0 ❑ m o. z W P W J m z � ❑ 1ST LEVEL STUD GROUPS AND @ 48"O.C.W/SDWC15600,SDWC z a. ❑ a } W w W N 0 Z W DETAIL MAY BE INSTALLED TO EITHER FACE OF STUD, ALTERNATE FLOOR-TO-FLOOR UPLIFT W QwFaowll- IIWoZUM I SEE INSTALLATION DETAILS BELOW STUD SPACING PER TABLE 3:MAXIMUM Z Q I Q m m F- P m Z W w 2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING.ROOF FLOOR-TO-FL OR UPLIFT CONNECTOR NOTES: Q F Z F- Z w Z w LL - oxTYPp p 0 SPF OR BETTER @MAX AND FLOOR BEARING. 1. ALL SDWC CREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ALTERNATE INTERIOR IOR ADCAL IBEAR NG WALL m OR OR p W IL W I p p W p p Q w 16"O.C, UNO. SEE PLAN FLOOR-TO- LOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER [7 4 1X O O Z W W Z N 0 Q I W ADDENDU zzaXlW- 00P0 1 , 0z TYPICAL WALL SECTION NOTE: FLOOR-TO-FLOOR UPLIFT CONNECTION NOT 2. ALTERNATE STRAP CONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD STUD TOBEAMOR TRUSS @ 48" w W Z W W Q W U U . 0- Z 3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY O.C.W/12 x 18 GA.METAL STRAP Z W W Q W W 1 P p - H z N W W REQUIRED UNDER GABLE TRUSSES AND WHERE DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. W/MIN(5)NAILS EACH IN STUD — ? _ } Z Q 0 _ _ a O ❑ t7 Q w Z AND BEAM C7 ❑ pOZJ MWa3NzzlO COMMON TRUSS SPAN IS 16-FEET OR LESS. WOOD BEAM OR TRUSS W W W _ m W j N w Q GIRDER PER PLAN W O O W t9 I- I W v Q T4Z } ZIQUWa - pFQ � Q � � IZPf- YpZWO WI- � •ANCHOR BOLT(SEE OPTIONS)W/NUT AND 2" MIN Y2"36 KSI . 0 W Z . 0 ix OJ FI- . W Z 0 4 •TWO STORY-STUD TO BOTTOM PLATE SQUARE WASHER: MIN%2'x10"L-HOOK THREADED ROD MIN Y2'Ox 6"TITEN HD MIN Y2Ox 6"TITEN HD MASA TO TOP OF O U 1- _ 3 N a W Q 0�] I- _ U U @ •EACH SIDE OF OPENINGS ANCHOR BOLT OR HILTI KWIK HUS-EZ OR HILTI KWIK HUS-EZ BOTTOM PLATE W/(6) -j HEADER JACK/KING GROUPS AND @ 48" .WITHIN 12"OF END OF PLATE SEGMENTS ADHESIVE(OR �,L. O.C.W/SDVVC15450 DO NOT USE J-BOLT AT DIA,x 21..MIN •SINGLE STORY-STUD TO BOTTOM PLATE 'MAX 48"O.C.OTHERWISE HOLD-DOWN APPROVED EQUAL) 1 Od x 1/2 Z SHEET NO.: 22 TO TOP OF WOOD EMBEDMENT @ HEADER JACK/KING GROUPS AND @ CONNECTORS PLATE 2ND FLOOR WALL TO BEAM OR HEADER ST-5 APPROVED 32"O.C.W/(2)SDWC15450D1 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE (— 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) TYPICAL WALL OR EQUAL @ 48" FACE OF STUD,SEE INSTALLATION 8d COMMON,SPACING PER TABLE 2,ST-1 < - MASA TO SIDE OF O 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 a SECTION MSTA36(OR CS18)WITH(18)10d. SQUARE WASHER 2'BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC 10d x 1 Y2' SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER �O AND CENTER OF FASTENERS. MONOLITHIC OR MONOLITHIC OR MONOLITHIC O B NO.: BELOW PER SW SHEAR WALL SCHEDULE ON SHEET STEMWALL FOOTING STEMWALL FOOTING FOOTING ONLY MASA SET Y2'TO THE (� ° MINIMUM B'/MAX Y4'GAP BETWEEN �' �` �h' PER PLAN INSIDE OF SLAB. ** ST-1 Q AT351 O ° a a ° BOTTOM OF PANEL AND TOP OF SLAB. APPROVED ADHESIVE WHEN FLOOR SYSTEM EXCEEDS 16 DEPTH USE SIMPSON CS18 OR EPDXY ANCHOR MIN. ** SUBDIVISION: Q //\ a MIN. EXCLUSIVELY MIN MONOLITHIC OR 3 13%4' MONOLITHIC O 1588 Ocean BI /\//\ // // / / � �.. „ 134, STEMWALL FTG PER ,�:. �, y FOOTING ONLY � J Blvd. X//,X// ° ��/�� / PLAN ALTERNATE SECTIONS AT FLOOR LL Atlantic Beach, FL 1 /2 DRILL & EPDXY 2 0 SCREW ANCHOR IN 2 O SCREW ANCHOR IN � LOT NO.: EXTERIOR SHEATHING TO RESOLVE /2 J-BOLT ANCHOR ANCHOR 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE MASA ANCHOR Z ° d \�/ WALL UPLIFT AND SHEAR AT SILL -� / PLATE. TYPICAL,UNO. TYPICAL BOTTOM PLATE ANCHOR OPTIONS �- \ 7\ x\ /, /�\� Ur FLOOR PLAN: TYPICAL WALL SECTION BOTTOM PLA ANCHOR NOTES: 1-HOUR FIRE RATED ASSEMBLIES: 0 Custom (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR R QUIRED ADJACENT TO EACH SIDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE 2Ya"-23 O 2. TYPICAL A CHOR BOLT SPACING IS 48"O.C.,SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL. Z DESIGNED: TYPICAL WALL SECTION NOTES: NON-TYPIC L BOLT SPACING.REQUIREMENTS • FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1Y2'NAIL PENETRATION INTO DAE UU 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( )ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS @ MAX 24"O.C. Pressure IU (UNO). MINIMUM 48"LAP W/MINIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AN ANCHO MUST BE PRESENT WITHIN 12"OF THE END OF ANY PLATE • USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER ..w .•. /__ ,. :..., • . ; treated sill H REVIEWED: 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. 4. ALL BOLT NCHOR OPTIONS REQUIRE NUT AND 2"SQUARE WASHER SPECIFIED INSTALLATION DETAIL '' `.': a 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. • WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND W DBM 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE Q. 3 30 SDWC 15450 at sill late connection a 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK • %"TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR'TYPICAL 10° 0°Finish:Black E-Coat Q REVISIONS DATE WALL"FRAMING APPLICATIONS.AT"SW"WALL,OSB OR PLYWOOD MUST BE INSTALLED Optimal 22Y2° TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. Note:Sill plate anchor to foundation not shown for clarity. SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER 11 SDWC STUD-TO-SILL PLATE CONNECTION 00 0 "NOTE TO FRAMER" "NOTE TO F AMER" W MAX(1)SDWC TO NARROW FACE OF MAX(1)SDWC TO N ROW FACE OF Z EACH STUD,(2)SDWC TO NARROW FACE EACH STUD, (2)SDWC O NARROW FACE O OF STUD REQUIRES(2)STUDS OF STUD REQUI S(2)STUDS Optimal 221/2* W'min 3/4" n » W 30°M 100 00 Rafter or Truss %4 mn �'4 Y2'Min 30' edge�di distance Optimal 22 Y2° 1 » » Z SDWC1$450 z for full values Splice may be in 30V ° 10° 0° D Ilk AIF (with or without upper or lower MIN Y2' DGE 1111L AW 0 1111" ® Do not install SDWC in a plate splice) plate DIST CEAM hatched area SDWC15600 Y2'Max 3"+/Via" V -►i Y2'Min Offset Ya"from---.� LL' top plate splice Q Overhang_ 1 3/4,M SDWC 5600 for full values MIN%2'EDGE to s DISTANCE — �►� U6L Note:Sloped-roof rafters may be sloped up to and including a SDWC15600 � �..• Rafter to Top Plate shown SDWC15600 (1)SDWC {2)SDWC C7 lC, SDWC1560 12:12 pitch and must be"birdsmouth"cut. SDWC15600 Truss to Top Plate similar SDWC15600 «�" •.•�S N Note:Stud-to-Bottom Plate shown.All other installations similar. ` • � 5? SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE OPT.SDWC STUD-TO-TOP PLATE SDWC INSTALLATION RANGE OPT.SDWC STUD-TO-SILL PLATE CONNECTION STgt�QARDSDVIfCROOFTOWALl'NST'4LLA110N 1 a sT'4NDAR°sDVvcR°°FTOWALLIN�rAu�`TI°N'�P,NGE 2 °P'' S�VChISTALLATI°N-TRUSSAFfERaLIGIVEDwrrHSTUD 2a °PT'S�NCINST'4LLP'�'�°NIRANGE 3 OR STUD T 4 14a 1 2 13SDWC EDGE DISTANCE AND SPACING INFORMATIO �a(SIM F O TOP PLATE CONNECTION) CONNECTION THROUGH NARROW FACEAT NARROW FACE OF STUD THROUGH NARROW FACE AT FDN Z . T � • • of . W .0• • • . Q X11, �iy METAL CONNECTOR ENGINEERING P.E.No,71457 08-26-2015 4"CONCRETE SLAB W/ (1)D 0 TRUSSES APPLIED TO 6x6 W1.4 x W1.4 WWF OR OPPOSITEDIAGONAL BRACE APPLIED AT FIBERMESH APPROXIMATE 450 ANGLE TO NO LESS THAN(3)TRUSSES. CONTINUOUS LATERAL RESTRAINT - 8"MIN (CLR). QUANTITY AND LOCATION DEFINED BY TRUSS SHOP DRAWING. 28"MAX l// VAPOR BARRIER �// ° ,12"MIN% j/� .w . • j / \\�\\\/\ \\\/\\\ APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK SIDE OF WEBS MADE OF MORE THAN ONE PIECE, FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN DO SO WITH OVERLAPPING BRACES C) LIKE THIS(TYP EVERYWHERE N 12"UNDER 1 STORY WALL LO WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 N BAR IN BRICK LEDGE GO 16"UNDER 2 STORY WALL WITH(3)#4 OR(2)#5 CONT O TRUSSES NEEDING BRACING , MONOLITHIC FOOTING SECTION N IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM N STRUCTURE STEEPER THAN V-0"VERTICALLY PER S-0° LATERAL BRACING - MULTIPLE TRUSSES M HORIZONTALLY,CONTRACTOR HAS TWO CHOICES: 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 N0.3 SPF OR BETTER(UNO). J 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE OF EOR TO PREVENT 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY V,. EROSION OF SOIL. CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. w 2. USE STEMWALL FOOTING 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS J NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. J 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). 5. DESIGNED PER BCSI-B3,2007. Z 0 O Y U 4"CONCRETE SLAB W/ Q 6x6 W1.4 x W1.4 WWF OR FIBER MESHONTINUOUS LATERAL RESTRAINT WEB 8"CMU CHAIR BLOCK W/ �s�Max s�Max s MAXMAx BRACE SUBSTITUTE C ■ TOP OF SLAB ,h (1)#5 CONT. � (2)MSTA24 OR(2)SPH4/s TO NO 2 SYP DOUBLE WEB MEMBER SPECIFIED ALTERNATE BRACING �' w TOP PLATE TOP PLATE SIZE CLR T OR L SCAB w / (JI / / / / ; � 2x4 1 ROW 2x4 (1)2x4 z 0 11 (2)MSTA36 TO INSIDE OR 2x4 2 ROWS 2x6 (2)2x4- \\/\\ _ U 4 CONCRETE SLAB W/ OUTSIDE FACE OF WALL T-BRACE FASTENED TO 2x6 1 ROW 2x4 (1)2x6 VAPOR BARRIER //\// 6x6 W1.4 x W1.4 WWF OR WEB W/10d AT 6 O.C. 2x6 2 ROWS 2x6 (2)2x4* /\\ FIBERMESH NO 2 SYP DOUBLE D 0'-0"A.F.F. TOP PLATE 2x8 1 ROW 2x6 (1)2x8 O \ i / / / /' -__ SEE ARCH. 2X8 2 ROWS 2X6 (2)2x6'` #4 OR#5 VERT REINFORCING / / /\\/\/ �-_a a ° DWGS. L-BRACE FASTENED TO V UP TO 3 COURSES. 72 O.C. \/\\ /\\/\\ a L_ _ a Y 4 TO 5 COURSES: 48"O.C. .`//�/ /\/1// , '�//\//\ a - ---- WEB W/10d AT 6 O.C. � SINGLE TRUSS BRACING Q 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL // •' \/ \\/i\/i�//�//�/� RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE Z \\ �\ INSTALL DBL 2x BLOCKING SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. 0 . IN FIRST TWO STUD SPACES. WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING,L-BRACING,OR r ADDITIONAL#4 OR#5 IN VAPOR BARRIER FOOTING TO BEAR ON FIRM \i, /\\/\' FASTEN SHEATHING TO -IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 0 /. BRICK LEDGE BLOCKING WITH 8d REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND 07 UNDISTURBED SOIL 12"UNDER 1 STORY WALL WITH(2)#4 OR(2)#5 CONT COMMONS @ 3"O.C. Js"MAX Js^MAX Js_MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. LO ti qT aw a Q • 00 VERTICAL REINFORCEMENT 4 OPT BRICK LEDGE w TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN 16"UNDER 2 STORY WALL PERMANENT WEB BRACING WITH(3�4 OR(2)#5 CONT QO En 0W � 4Z CAST-IN-PLACE FOOTING SPECS It Wp Iw �[ F- p w0 1-STORY.8 x 16 W/(2)#4 OR(2)#5 CONT LO J ❑ 0 ? I- ZowawUZm 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT 6BEARING CURB STEP SECTION ROOF DECK O Q W W - o m Q 0 4 0 w L W TRUSSES PARALLEL TO WALL: Z w w ❑ W W ,wj w LL N - p M FASTEN STUDS TOGETHER ROOF TRUSS p a w p CMU STEMWALL SECTION WITH(1)ROW 10d AT 4"O.C. 2x4 SPF(MIN) NAILER FASTENED OR RAFTER p 0 m a Z Pmt W J m Z 0 2 SHEATHING EDGE NAILING TO DBL TOP PLT W/10d @ 3"O.C. W z a 0 a4 >. N i w w ul �- N W rj 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK PATTERN AT STUD GROUP,PER 2x4 SPF(MIN) w 0 W I I w 0 z v FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 TRUSSES PERPENDICULAR TO WALL: Z 4 I � N j a a E- P a Z w 4 W COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 'WOOD STRUCTURAL PANEL BLOCKING TABLE,ST-1 2x4 SPF(MIN)BLOCKING BETWEEN EACH (� Q �- Z Z w L ? 0 X p 2 p 0 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. BETWEEN EACH TRUSS.FASTEN p w a 0 : a TRUSS. FASTEN TO w a g W p 4 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY TO DBL TOP PLT W10d @ 4"O.C. BEAM w/10d @ 4"O.C. m Z 4 Q D w p w F p N 0 4 0 Z ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. w � WpWXQz � Q � 1`� � I� w 3 �� TRUSS TO BEAM W/ Z ZW4WamZZDl- ZtA �_ z /8 OR THICKER CDX HA4 OR TLOK06 I >- z Q ❑ - a 0 0 0 4 w p OR OSB FASTENED TO Z zaOZ >' LL. MWI Z Z I STUDS TO SLAB WITH TRUSSES, RAFTERS W W W 4 m W j Q W Q Q (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF DTT2Z OR LTT20B - 2x WALL FRAMING OR BLOCKING W/8d Q w Z 13 Q v w � I � W Q � COMMONS 3 EDGE, PORCH BEAM 0'-0"A.F.F. THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL 12"FIELD. @ z u 4 ,- U m 0 I w 0 Z Q (BEYOND U-BLOCK W/ AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR . ❑ w z 4 �- j I- • I z 0 j ~ --a---°-------- =-a------ -9------- - ------ 4"FLOATING CONCRETE w (1)#5 CONT 90-DEGREE CORNERS. PORCH BEAM TO POST: O 3 N a N 4 0 t+� ° a ° C SLAB W/fix6 W1.4xW1.4 WOOD STRUCTURAL (1)MSTA24 J SHEATHING POST TO SLAB: LL ABU POST BASE ANCHOR Z SHEET NO.: /\ r WWF OR FIBERMESH > _ o � z CHANGE IN PLATE HEIGHT OR DTT2z O / - �o g FI ISH (UNLESS NOTED OTHERWISE) 1- ST-6 16" / VAPOR BARRIER �', //\//\//\//\//\//\//\//\ \/\/\T\/\D, G DE TYPICAL PORCH SHEATHING DETAIL � STRUCTURAL \/\\ \ \ \ \ \/ \ \\ \\ \O� /\\ \��\ THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES O \/.\ /. /�\\\\/\\j ' 1 • /\\/\\/\\/\��,% /\\/\\\ UNLESS NOTED OTHERWISE. a DETAILS JOB NO.: BEARING WALL FOOTING SECTION MAX 3 COURSES: #4 OR#5 VERT O REINFORCING @ MAX 72"O.C. j \ \�\\ ' U AT3510 MAX 5 COURSES: #4 OR#5 VERT. ° o ° \ i Q REINFORCING @ MAX 48 O.C. i SUBDIVISION: L- -----� . KING AND JACK STUDS O 1588 Ocean Blvd. \\ PER ENGINEERING FOOTING TO BEAR ON FIRM ADDITIONAL#4 O #5 FINISH AND TRIM WORK BY Q Atlantic Beach, FL 4"CONCRETE SLAB W/ UNDISTURBED SOIL IN BRICK LEDGE BUILDER LOT NO.: 6x6 W1.4 x W1.4 WWF OR V VERT REINFORCEMENT TO WEATHER STRIPPING/STOP Z FIBERMESH 4"OPT BRICK LEDGE 0'-0"A.F.F. HAVE 6"BEND @BOTTOM GARAGE DOOR SEE ARCH. NOTED ON FND P N DWGS. CAST-IN-PLACE FOOTING SPECS � � O FLOOR PLAN: 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT - -------------7 Custom 8"MIN 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT J 4 -------------J O Z DESIGNED: CMU STEMWALL SECTION 2x6 SYP GOAL POST U DAE 8"x8"THICKENED 8" 7 ATTACHED TO STUDS W/ NOTE: w FTG AT STEP-DOWN, VAPOR BARRIER 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHE BACK (2)ROWS OF 3%2" LV IN LIEU OF SPECIFIED DECK SCREWS FOR F-- REVIEWED: SEE PLAN FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER4 DECK SCREWS @ 1 O.C. GOAL-POST ATTACHMENT,THE GARAGE X COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMEN ATIONS DOOR SUPPLIER MAY SPECIFY A w DBM MAY BE OBTAINED FROM THE ENGINEER OF RECORD. GARAGE DOOR TACK FASTENING PATTERN OF THE GARAGE a- 2. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONL . EPDXY ATTACHED PER M NUF. DOOR TRACK DIRECTLY TO THE KING AND Q REVISIONS DATE 4 CURB STEP SECTION ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. WRITTEN SPECIFICA ONS JACK STUDS,THROUGH THE GOAL POST. GARAG DOOR JAMB DETAIL WITHOUT BUCK m w 6" A NO 4�OR NO 5 @18"O.C. 4 CONCRETE SLAB W/9 BEND BOTTOM DRIVEWAY SLAB OR W/6x6 W1.4 x W1.4 ° @ PAVERS,SEE ARCH 4 CONCRETE LAB,SEE PLAN 2 WWF OR FIBERMESH VARIES 8"MIN Z - - - a - - -� - ° 28"MAX O_ IL Ar 12"MIN%\/\\//\ /\� \ P: I- IELMW VAPOR BARRIER LL Q � 6 OPT. EXTENSION IN BRICK \/�\/�\/ \/�\\ \\ / STEMWALL BEYOND AND LOCATIONS ON FND PLAN \ \ \ \ ///// / / // / CONCRETE FTG,SEE PLAN - !� , 12 UNDER 1 STORY WALL %\\�\\\ � /\\�\\ 6"LONG SPF SCAB W/(20)10d TO }- ♦�>�� •• •�t1 Nfli / / / / CORNER STUD ONLY WHEN HOLD Ur ♦ N S WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 \\ \\ >> \\ \\/ DOWNS ARE SPECIFIED ON PLAN. ��/• •' ��i * .. BAR IN BRICK LEDGE / //\ '� • /��/ :k/t; � '"• 16 UNDER 2 STORY WALL \ \ \ WITH(3)#4 OR(2)#5 CONT //j // 2x SPF CORNER STUDS � � o "I •(� • GARAGE ENTRY CMU STEMWALL SECTION of SECTION Q ALTERNATE CORNER DETAIL GARAGE EXT WALL CURB V 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN ACK - w . .•C7 5 FILLING BEHIND A STEM WALL,PARTICULARLY WHEN IT IS OVER COURSES HIGH. SHOULD THIS CONDITION EXIST RECOMMENDATIONS ~ ',�� ••••'••. O�`•, ?�` U) MAY BE OBTAINED FROM THE ENGINEER OF RECORD. W ii 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXYQ stela B I rray METALCONNECTOR P.E. No.71457 ANCHORS MU B USED N L 08-26-2015