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264 OCEAN BLVD - NEW HOME DRAWINGSI Unless otherwise shown, contractor shall construct suitable gutters & downspouts as required to convey & ensure roof drainage is own �"° discharged to rear yard. Piping for the roof drain system shall not ';�: interfere with other utilities, sidewalks, or landscaping. L 1.i •� a J:�h m 4••+ +%eAST Ln Q !n O a` � ISI 0 Ln Drill 2" Hole Ijl ,S4 10 30 40 10 Q o o� r 1 Foot MinCover,!d Relief W co QNt00 = T o° /Pressure Cleanout if Applicable for Larger 306 f 360 WOO M 350 ° - _ 50,04 SO n4 312 Finished Grade Diameter Pipes !•. .. 365 144 u 340 ¢ 390'. o 9 $ a 1iS 333 yi 740 {• .. 330 D a to nfs ta e: x• 7. ` oW13W QQtW� 328 307 ; o 326 $ N 5454 a 335 0 321 n 625 a 312 .W• sLs w w 320 ti 300 - 3P$ m 00 144.31 -_ ..i ml ° 54Ji0 G ED :Water L Poi of i' e t s f d C •'u •o a 50 410 SO 042 0 ' in 0 ATLANTIC OCEAN 152 50,04 PROJECT 5. --- 4. L - 54. S4 M 272 a 700 o ,34.5 275 '.'(� m A1,'EgUM : -4 :': ° $. �'Y , CU L U w m 's 0 �'■� 144:69 261 �► LM m f. , 0 z .1 250 240 rn w 322 32A 9 314 r+ 0 332 �+' A 0 ;.8 •s 29-4 DR -26 PVC ;.,r, 44 M/1 74° 1S SO 11 3$ 50 54 w 234 277 0 12.g,S7 . N .R iri Uricl r' roar�d`to:be41VC or1 `roved: f=. �'a't ;•.. ., Roof Drain Detail y 333 '333 3YT 315. •:6:219 a 343 � ° » � �, 4M2 A o iS 75 50 54 S0 S0 SO _ _ . _.:: -D Sri -... yg7A4 o'e :� 793 1L93 S7 193' ®193 *F{ •Y. A 195. N I94 y 199. 133.92 15A rn 1.79 -y 0 77 1T L 5 e ° Ai1••�' 25 2s 25 2S 7.5 as 9 54 0� h » .. 0 54 7S :S 4S w e a -. o 187 306 45 292 n 178 ]00 ? 0 ° Cy 1.76 a i ;1t9a1i40 3343 32 S3A 318 812370 sn �O �Ca fl 0 3 3 38336 179 50 62 y �CO� 31A 15 ,dr. VICINITY MAP Cb �u �� � O �I (11.0 N.G.) N05°00'49"W 150.00'(M) EXISTING TREE TO REMAIN, PROTECT IN 150.00'(P) PLACE 6" YARD DRAIN - 9.90 T.G. 9.40 INV. EXISTING TREE TO REMAIN, PROTECT IN� PLACE (10.88 N.G.) 10.40E.L.- 9.40 INV. INSTALL SOCK PIPE @ 0.10% LOT 3 (10.67 N.G EXISTING TREE TO REMAIN, PROTECT IN--� PLACE A� �y y� 0°c� o JPb ..1a�yti 'R7 w 4 O CONSTRUCT 1.5' DEE ONSITE STORAGE BASIN. PR VIDED BASIN VOLUME= 444 C.F. EXISTING TREE TO REMAIN, 50.00'(P) PROTECT IN PLACE S05000'49"E 50.00'(M) /-(10.50 N.G.) -- - \ �- --� 1 f 8.50 BOTTOM/` a� / � I 1 - -- ° �.` 9.45 INV. W �-1 �.40E.L. 11.40E.L.� / III ARCH PLANS FDROOF DRAIN/ O PO IN SCT ON w ISI 1 •C_ Ijl ,S4 10 30 40 10 Q o o� r qo �. W co QNt00 ao fo T z GO C= 306 f (11.0 N.G.) N05°00'49"W 150.00'(M) EXISTING TREE TO REMAIN, PROTECT IN 150.00'(P) PLACE 6" YARD DRAIN - 9.90 T.G. 9.40 INV. EXISTING TREE TO REMAIN, PROTECT IN� PLACE (10.88 N.G.) 10.40E.L.- 9.40 INV. INSTALL SOCK PIPE @ 0.10% LOT 3 (10.67 N.G EXISTING TREE TO REMAIN, PROTECT IN--� PLACE A� �y y� 0°c� o JPb ..1a�yti 'R7 w 4 O CONSTRUCT 1.5' DEE ONSITE STORAGE BASIN. PR VIDED BASIN VOLUME= 444 C.F. EXISTING TREE TO REMAIN, 50.00'(P) PROTECT IN PLACE S05000'49"E 50.00'(M) /-(10.50 N.G.) -- - \ �- --� 1 f 8.50 BOTTOM/` a� / � I 1 - -- ° �.` 9.45 INV. W �-1 �.40E.L. 11.40E.L.� / III ARCH PLANS FDROOF DRAIN/ O PO IN SCT ON PROPOSED R�SIDENCE F.F. ELEV. 11.90' jj �, � II GARAGE F.F. ELEV.= 11.40' w ISI .- •C_ Ijl ,S4 10 30 40 10 Q o o� • - •- • lie 399 244 PROPOSED R�SIDENCE F.F. ELEV. 11.90' jj �, � II GARAGE F.F. ELEV.= 11.40' d 0 11.00 H CONSTRUCT PERVIOUS ' co PAVER -'` 150.00'(P) 2 DRIVEWAY & WALK -SEE 10.40E.L. I ARCH PLANS N04016'35"W 150.00'(M) 9.50 INV. o n (10.67 N.G.)-\ 264 OCEAN (60' R/W � ISI SPOUT -SEE ARCH � ;TION POINTS I I II 4 -11.39.� � E�� F / 11.k0E`.L. 11,40t.L. �O90 � 10.40E.L. 0 � INSTALL POP-UP EMITTER 6" YARD DRAIN 9.90 T.G. 9.40 INV. _ EXISTING TREE TO REMAIN, PROTECT IN PLACE -10.40E.L. 9.40 INV. 10.69 N.G.) CONSTRUCT AND MAINTAIN SILT FENCE AROUND PERIMETER OF SITE LO �- INSTALL SOCK PIPE @ 0.10% M 00 0-10.40E.L. � 9.45 INV. co 0 00 co IT- -10.40E.L. LOT 5 PUBLIC WORKS {%4/APPROVED { }DENIED { NOT APPLICABLE TO DEPT CHEMICAL TOILET 40 EXISTING TREE TO REMAIN, 100.00'(P) <'J o PROTECT IN PLACE (10.50 N.G.) N04° 16'35"W 100.00'(M) N04010'35"W 50.00'(M) 50.00'(P) OULEVARD 15 333 3}1 » 325 a 3L7 307 . .+ 4Y0 w ,. w s7.37 - .. .- •C_ 116,74 ,S4 10 30 40 10 Q o 0 175 3 • - •- • lie 399 244 34,0 0 50.44 o N Ct'7 GO C= 306 360 WOO M 350 ° - _ 50,04 SO n4 312 0 .s w ° >n 136 343 343 - 320. 316 .tea 130 $32 322 ° ,a .. 365 144 u 340 ¢ 390'. o 9 $ a 1iS 333 yi 740 0 n 50 " 54.04 54 i 3 45 330 D a r■■w■rrrE�.�.■r.' oW13W QQtW� 328 307 ; o 326 $ N 5454 a 335 0 321 n 625 a 312 '' 313 765 y h a d 0 11.00 H CONSTRUCT PERVIOUS ' co PAVER -'` 150.00'(P) 2 DRIVEWAY & WALK -SEE 10.40E.L. I ARCH PLANS N04016'35"W 150.00'(M) 9.50 INV. o n (10.67 N.G.)-\ 264 OCEAN (60' R/W � ISI SPOUT -SEE ARCH � ;TION POINTS I I II 4 -11.39.� � E�� F / 11.k0E`.L. 11,40t.L. �O90 � 10.40E.L. 0 � INSTALL POP-UP EMITTER 6" YARD DRAIN 9.90 T.G. 9.40 INV. _ EXISTING TREE TO REMAIN, PROTECT IN PLACE -10.40E.L. 9.40 INV. 10.69 N.G.) CONSTRUCT AND MAINTAIN SILT FENCE AROUND PERIMETER OF SITE LO �- INSTALL SOCK PIPE @ 0.10% M 00 0-10.40E.L. � 9.45 INV. co 0 00 co IT- -10.40E.L. LOT 5 PUBLIC WORKS {%4/APPROVED { }DENIED { NOT APPLICABLE TO DEPT CHEMICAL TOILET 40 EXISTING TREE TO REMAIN, 100.00'(P) <'J o PROTECT IN PLACE (10.50 N.G.) N04° 16'35"W 100.00'(M) N04010'35"W 50.00'(M) 50.00'(P) OULEVARD 15 333 3}1 » 325 a 3L7 307 . .+ 4Y0 w ,. w s7.37 - .. .- •C_ 116,74 ,S4 10 30 40 10 Q o 0 175 3 611 SOCK DRAIN PIPES. SEE DETAIL THIS SHEET. 50,00 lie 399 244 34,0 0 50.44 o N Ct'7 GO C= 306 360 WOO M 350 ° - _ 50,04 SO n4 312 0 .s w ° >n 136 343 343 - 320. 316 .tea 130 $32 322 ° ,a .. 365 144 u 340 ¢ 390'. o 9 $ a 1iS 333 yi 740 0 n 50 " 54.04 54 i 3 45 330 D a P 90 pd 11 AiO' 44 25.30 SS .y. .M 321: '� oW13W QQtW� 328 307 ; o 326 $ N 5454 a 335 0 321 n 625 a 312 '' 313 765 y h a sLs w w 320 ti 300 - 3P$ m 00 144.31 -_ ..i ml ° 54Ji0 a T1113,34 204 •�Rp g T 31.4 50 410 SO 042 0 NAME:m�QQ in 0 ATLANTIC OCEAN 152 50,04 PROJECT 5. --- 4. L - 54. S4 M 272 a 700 o ,34.5 275 '.'(� m ad 34 asa -4 :': ° 214 {� w 290 ' ; .00 C� 1 CU L U w m 's 0 �'■� 144:69 261 �► LM m f. , 0 z .1 250 240 rn w 322 32A 9 314 r+ 0 332 �+' A 0 y 1 t. .USE! 4 2'39. •s 29-4 a.. 251 ;.,r, 44 M/1 74° 1S SO 11 3$ 50 54 w 234 277 0 12.g,S7 . N 50 C `i ., 334 , } 217 '1 y 333 '333 3YT 315. •:6:219 i f. :i 29j.. t o u ;10,46 343 � ° » � �, 4M2 A o iS 75 50 54 S0 S0 SO _ _ . _.:: -D Sri -... yg7A4 o'e :� 793 1L93 S7 193' ®193 *F{ •Y. A 195. N I94 y 199. 133.92 15A rn 1.79 57.99 77 1T L 5 e ° Ai1••�' 25 2s 25 2S 7.5 as 9 54 222 '04 » a °. » .. 0 54 7S :S 4S w e a -. o 187 306 45 292 n 178 ]00 ? 0 ° o 1.76 a i ;1t9a1i40 3343 32 S3A 318 812370 sn fl 0 3 3 38336 179 50 62 174 SO 31A 15 ,dr. VICINITY MAP NTS DRAINAGE NOTES: L.Not Revisions I By FTI ■ EL3 BELOW FINISHED FLOOR. •C_ 2. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND Q o GO 611 SOCK DRAIN PIPES. SEE DETAIL THIS SHEET. [� N N Ct'7 GO C= i= C]0 OJ N �eV�Z �oW� :L! c� ooe3 W�zo �QZ� L 1 T TT ` �..1 _ ej O � W o �o z oW13W QQtW� SO y�r��� V_- LllW W- • CD ~� �_-CU • m 0�3C NAME:m�QQ C114 C3 joQZ--- 4-J ~_ ce C� Cv:3 _ ATE: DATE.- CU L U w m Z LM CM F- t?7 .' �.1 Q M- r C= LL- C2 iv E E Lrn 1. GROUND ELEVATION AT FOUNDATION SHALL BE MIN. 6" (N.G.) BELOW FINISHED FLOOR. 2. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND Q o a c Q: 611 SOCK DRAIN PIPES. SEE DETAIL THIS SHEET. o `� 2 2 ..N° Z Lai tj:,xLLJ"K WW w_z �eV�Z �oW� :L! p -!!E'~ Q����3 WOQ W�w� UZ� �iW at a W�zo �QZ� oz Q�W��° =4U1� 0 � W � BUILDERS END RS IIIENT WzeQ 0¢a°�W8Z�Z �oQ� J� z oW13W QQtW� SO y�r��� V_- LllW A e SIGNED: v ��0� oy Q. �� acz. Q ZQ W 2 �Wo .4b V5 ozo Q�zW..�3�oz ~� � WOU kW2Q: NAME:m�QQ joQZ--- i�2VaCIE) UUr _ ATE: DATE.- 10 0 5 10 20 Scale: 1" = 10' (N.G.) NATURAL GRADE E. L. PROPOSED GRADE CALCULATION: PRE: V=(.2)(5683FT)(9.31N) V -PRE: 881 FT' ,: CO SED ji NOTE: POST: V=(.6)(2842FT) (9.31N) V -POST: 1,322 FT' AV= V -POST V -PRE AV: 441 FT 3 SITE TOPOGRAPHY PROVIDED BY OTHERS. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHY PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES. Call Before You Dig 811 or 800-432-4770 G J to Z Q LU V O N .i Q z CIMa J 0 Z O J J um ZC 3 � 0 V 0': L Date: 11-21-17 Designer: PF QJob #: 17■047 [Drawn: P F Cft1 "=10' Sheet: of 1 w El -.4 I cnp p0 O Q¢ZQ.•yl_Z ll FLOWLINE d 00' CA C., LQ:';C LQ� J�25 I.LI Ln W��W��W��� Ci q Q) �. W _ M Q) bo I, 0 00 � Z W I � I I (11.0 N.G.) N05°00'49"W 150.00'(M) 150.00'(P) (10.88 N.G. CONSTRUCT FLOWLINE LOT 3 50.0 '(P) 11.00E.L. S05°00'49"E 50.00'(M) FL/HP ---._._ p 5 �a =1 1.b0 ; 0 / Iq ;o ; 10.86E. L. FLOWLINE I cnp p0 O Q¢ZQ.•yl_Z ll FLOWLINE d 00' CA C., LQ:';C LQ� J�25 I.LI Ln W��W��W��� O 0 CA c.. E5 333 331 .. 325 317 307 a 420 .. C N I O'�1''ii�L`�3 LC z LQ coN [CD1 700 50.0 '(P) 11.00E.L. S05°00'49"E 50.00'(M) FL/HP ---._._ p 5 �a =1 1.b0 ; 0 / Iq ;o ; 10.86E. L. FLOWLINE 10.50E.L. I cnp p0 O Q¢ZQ.•yl_Z ll FLOWLINE d (Not Revisions By CA C., LQ:';C LQ� J�25 I.LI Ln W��W��W��� 0 CA c.. E5 333 331 .. 325 317 307 a 420 .. C N I O'�1''ii�L`�3 LC z LQ coN [CD1 700 M (3 k�rzQ: (10.67 N.G.) f r W 0 3o 40 - 13.9 M bo Q�Wj ©c�Qa �QZ=C������ tjr5a 3oZ 4T 0 0 .. -:_ � ;-'- 3 5 15. as so _ :. .. _...: 540° 50,00 z Il 700 10.50E.L. Q � O cnp p0 O Q¢ZQ.•yl_Z ll FLOWLINE d (Not Revisions By CA C., LQ:';C LQ� J�25 I.LI Ln W��W��W��� 0 CA c.. E5 333 331 .. 325 317 307 a 420 .. C N I O'�1''ii�L`�3 LC z LQ N 700 M (3 k�rzQ: BUILD NDOR M r 0 3o 40 - 13.9 SIGNED: -- Q�Wj ©c�Qa �QZ=C������ tjr5a 3oZ .. -:_ � ;-'- 3 5 15. as so _ :. .. _...: 540° 50,00 10.83E.L. FLOWLINE 15' 10.76E.L. FLOWLINE 11.40E.L. PROPOSED IRESIDENCE F.F. ELE '= 11.90' GARAGE F.F. ELEV.= 11.40' CONSTRUCT FLOWLINE 1 /-(10.50 N.G.) �i ---10.50-- 11.40E.L. 11.40E. \ LO ++ 11.40 .1 6 I 10.34E,L. FLOWLINE I C.0 11.00 � 11.00. f CONSTRUCT PERVIOU 10.90E,L. 150.00'(P) I d PAVER ( ) DRIVEWAY & WALK -SEE / C No" ARCH PLANS 03 N04016'35"W 150.00'(M) (10.67 N.G.)' 102s i 10.34E.L\\ FLOWLINE 10.21 E. --10 FLOWLINE OUTLfi- 4,A FLOWLINE OUTLET e 'N04? 6'3 "W;° 50.00'(M) j 50.00'(P) 264 OCEAN BOULEVARD (so' R/k) 11.00E.L. 11.00E.L. 10.69 N.G,) ,tea .� 00 - O [��-( : Ay "6/ x V Xy P. n1G5 cu�1a w co M T1_ i- CONSTRUCT FLOWLINE ►_ 80 1q- IT U) C_ 000 M LOT 5 10.41 E. L. FLOWLINE �-- CHEMICAL TOILET 1 CI F - 100.00'(P) 0 -(10.50 N.G.) N04016'35"W 100.00'(M) PUBLIC WORKS { ) APPROVED {q/ DENIED { } NOT APPLICABLE TO DSI -T DENlEn 10 0 5 10 20 Scale: 1" = 10' NTS Q � O cnp p0 O Q¢ZQ.•yl_Z ll �Q (Not Revisions By CA C., LQ:';C LQ� J�25 I.LI Ln W��W��W��� CA c.. E5 333 331 .. 325 317 307 a 420 .. C N I O'�1''ii�L`�3 LC z LQ 51.37 700 30. 50 (3 k�rzQ: BUILD NDOR M �Q°:5 "Z �Zz���Q� 0 3o 40 - 13.9 SIGNED: -- Q�Wj ©c�Qa �QZ=C������ tjr5a 3oZ .. -:_ � ;-'- 3 5 15. as so _ :. .. _...: 540° 50,00 N 397 •s lie v :p 700 399,d n d nil 50 09 90,00 i 50 z c•y N a 365 YYs 380 ° 0 306 350 d o 312 40.91. g4.40� o 115 343 0 343 ]C 336. 332 322120 318 a N c c 363 340 ° ® 381+ d I, ° .. d. 14x ;�, •: 331. O C O 49 ° 59 d 0 4.10 50A4 345 .25 22,80 50 15.39 .4 y a y w 322 SYg `" 326 w d 700 3 07 M i1e .A ",. 59 s9 285 , rel 326CU 11'z :M :32U y d 300 o.. 31S y ' ° 0 321 y w .. 31# 335 3SiUl m �° 14+.32 _ : _ -- � 45 m, • - L C. O 312 $ d I x8.95 ST,. 3RD Y31.1 100 t:t '- [� CV 00 N 93.90 59.91 .:. ,--- ' 44.04 s4 o0 _ 1 t5 152 4.ATLANTIC OCEAN Q a .y oo : so.00 59. w 212 PROJECT LiA9'�'tO 9 d a /q Y299 7®9 295 D L✓ C� y 3 70 v 266 r N d aoo 00 E J M w 4 a ° 129.84.. 281 C/3 D o r 33 320 0 314 113.00 250 200 CMQM+ Q7 Gam�" 332 ° o 0 254 251 4 2 10 129, 4 239 44 Mi�740 O \"'r' Q7 ' 254 .A N d ^ � \� ci �, O 1 U 5o 54 •, ap 2'3'1.. los 30 go 95_ 50 S7 34 d O 1x.7:,09 �� 1x8:52 N a N '� q d 229 :ry4:rn�3 700 W 7' � ./G.. -a" 50 a n 333 317 3 309 0 301 o 0 s �.4 283 N 1 127.86 u 211 "� 21045 � �2 •� co � C`7 a `'i- o° 214 335 0 333 343 d ° 22s 137,1 ...._ - -00 CV O 0 d 25 40 50 59 11Y:4 50 M .. A '.-. _ - K :. 44.71 204.73 293 193 N 1- N {� + C O c� L so 25 54 ... - -- 75 :.5 - SO --:::: . -:.. - 1K 1 3:42 137.00 N b 150 '.+. : 193 .193 10197 . 195. h 199. 1991U CU C"j �• C w C -- Sim _ _._ 50 .:.. .. 50 57 ,,Sg 222 d b ° °...: 177 175 1 _ ^® CM O A8.8 75 25 7, a f� �� C/� 07 so. 25 75 w ° 315 4 ° 1;83 ° 262 ° 116 0 178 n 13 '50 O W ' 3 .0 o a d 161 L o _ ..334 332 ..330 328 312 310 so 50: I; :.r 340 336 338 N 1.98 �� I w fk 98.2 0 � - _ CU y s0 50 '�+� �1 a a 174 171 0I 14'_: C L C _.. ti0 138 E �+ LJ7 VICINITY MAP rl PUBLIC WORKS { ) APPROVED {q/ DENIED { } NOT APPLICABLE TO DSI -T DENlEn 10 0 5 10 20 Scale: 1" = 10' NTS ' ABBREVIATIONS: (N.G.) NATURAL GRADE E.L. PROPOSED GRADE PUBLIC WORKS { } APPROVED { DENIED { } NOT APPLICABLE TO DEPT DENIED �L NOTE: SITE TOPOGRAPHY PROVIDED BY OTHERS. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHY PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES. Call Before You Dig 811 or 800-432-4770 Date: 11-21-17] Designer: P (Job #: 17.047 Drawn: PI Scale: Sheet: of 1 Q � O cnp p0 O Q¢ZQ.•yl_Z ll �Q az1-ZZ -b�W a C., LQ:';C LQ� J�25 I.LI Ln W��W��W��� 4, m��2 WZw� O'�1''ii�L`�3 LC z LQ Uj ,moo it LQ CLQ (3 k�rzQ: BUILD NDOR M �0¢� �WoW �Q°:5 "Z �Zz���Q� Z� QQ. n0�m)W SIGNED: -- Q�Wj ©c�Qa �QZ=C������ tjr5a 3oZ H� k Z O V k W O� Z Z NAME: ��` /7-� 6-3 11K RmW�o�=WQZt, is o QZ �U.6 UCJZC �IvcQZZZvoie�� DATE: ' ABBREVIATIONS: (N.G.) NATURAL GRADE E.L. PROPOSED GRADE PUBLIC WORKS { } APPROVED { DENIED { } NOT APPLICABLE TO DEPT DENIED �L NOTE: SITE TOPOGRAPHY PROVIDED BY OTHERS. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHY PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES. Call Before You Dig 811 or 800-432-4770 Date: 11-21-17] Designer: P (Job #: 17.047 Drawn: PI Scale: Sheet: of 1 a CC l� I 44 1 W 150,59 I L �v -ate O ^w M Q 60 Iq OT 0 It 00 � z W ° SSS 343 333 � �o (11.0 N.G.) N05°00'49 "W 150,00'(M) 150.00'(P) (10.88 N.G. CONSTRUCT FLOWLINE LOT 3 50.0 '(P) 11.00E.L. S05°00'49"E 50.00'(M) FUHP 0.5_ % l (\ �a J� Lq o2Q a 40 SO SO .I' �o I 150,59 I L �v -ate O C �y I �L A� ° 50,9 50.00 312 " �'�, � � ° SSS 343 333 � �o 50.0 '(P) 11.00E.L. S05°00'49"E 50.00'(M) FUHP 0.5_ % l (\ CU Lq o2Q a 40 SO SO .I' �o I 150,59 I L j 10.86E.L. C FLOWLINE I �L / I � 1 �40E.L. ,moo• i I i 10.83E.L.--'r FLOWLINE 10.76E.L. FLOWLINE 11.40E.L. PROPOSED RESIDENCE F.F. ELEV= 11.90' GARAGE F.F. �LEV.= 11.40' ---10.50--- CONSTRUCT FLOWLINE 1 /-(10.50 N.G.) \ I 11.40E.L. 11.40E1 \ o C I . o 11.40�.L. LO I 11.40. L. C I 10.34E.L. FLOWLINE C° � I 1?,0p r � � 11.00 .. w CONSTRUCT.._ / f P§RVIOUS 10.90E.L. 150.00'(P) I a PAV \ ( ) DRIVEWAY & WALK -SEE / 0 ARCH PLANS GAO N04016'35"W 150.00'(M) 10.50 N� �� (10.67 N.G.) 70 �o\ 10.34E.1 FLOWLINE 10.21 E. L. . FLOWLINE OUTL "' FLOWLINE OUTLET a iAt .a..• a- a .•� n' a ® A . � .e n .•a a .a • 16'35' W `� 50.00'(M) a 50.00'(P) 264 OCEAN OULEVARD 11.00E. L. 11.00EL. 10.69 N.G.) co M i- CONSTRUCT FLOWLINE M bo 114- 00 v CD 00 M 10.41 E. L. =LOWLINE �- CHEMICAL TOILET i cfl I H 100.00'(P) J (10.50 N.G.) N0401635"W 100.00'(M) COMMU�E��ED MENT 317 a 07 vi 420 w vi _.' 3 F5333331 - 325. ° CU 2.77 �{� 42.77331- o2Q a 40 SO SO .I' • 150,59 30 7.5 15 2519 SO 50 _ _ 50.00 00 L 125 118 Iii 300 399 - 392 00 50 50,00 ! w C w i ° 135 SR SO v 385 y. :li 360 N I Zi10 350 ° 50,9 50.00 312 " �'�, � � ° SSS 343 333 � �o 00 M 360 ° c °a Q I a iYs 333 , w Too 6 N w s 330 e o o C13�_ 115 0 326 70o Jul 326 o �• a ° Y m 32tl 315 r d 335 ° 321 b v N 317 ° m 0 312 (10,67 N.G.)- ,G.)W m -- 30.8 m 144,37 i ... as SFr C o 48.95 T LU W w a -x' ATLANTIC OCEAN 4.0 40 5 9 Q'. 59 00 .. - .. ..:.-:50 50 w PROJECT LOjC� ION - ° 90 272 JAS V52 O ..152 200 139.5 o Q w 275 0o 276 ui 290 0 100 a m °' fit�+ kI ° O 4 i .f. 111.3200 250 314 N N 33x. o a 327 4 N 251 00 ° 254 e z 1 10,50E.L. sia_Fo 9P a 1.'90 ..... 25. 90 i2 - 39. SO 50 ,.II w ,il o 239 FLOWLINE 50 3O 50 209 } Q j1'i:.90 W 10 0 a 700 w w ° A 303 234 f27.96 a 211 �•� a . 31Y 315. 304 ° i. 333 331 co ...1110 269 343 a c 335 a c 4 N O s f M S0 50 ___� -__-"_ - 4 193 __-. 137.00 Aa 193 .193 193. w 0123 19S :5 SP - r f 3.47. v G v 150 SM+. 199 199 � 92.48 10.83E.L.--'r FLOWLINE 10.76E.L. FLOWLINE 11.40E.L. PROPOSED RESIDENCE F.F. ELEV= 11.90' GARAGE F.F. �LEV.= 11.40' ---10.50--- CONSTRUCT FLOWLINE 1 /-(10.50 N.G.) \ I 11.40E.L. 11.40E1 \ o C I . o 11.40�.L. LO I 11.40. L. C I 10.34E.L. FLOWLINE C° � I 1?,0p r � � 11.00 .. w CONSTRUCT.._ / f P§RVIOUS 10.90E.L. 150.00'(P) I a PAV \ ( ) DRIVEWAY & WALK -SEE / 0 ARCH PLANS GAO N04016'35"W 150.00'(M) 10.50 N� �� (10.67 N.G.) 70 �o\ 10.34E.1 FLOWLINE 10.21 E. L. . FLOWLINE OUTL "' FLOWLINE OUTLET a iAt .a..• a- a .•� n' a ® A . � .e n .•a a .a • 16'35' W `� 50.00'(M) a 50.00'(P) 264 OCEAN OULEVARD 11.00E. L. 11.00EL. 10.69 N.G.) co M i- CONSTRUCT FLOWLINE M bo 114- 00 v CD 00 M 10.41 E. L. =LOWLINE �- CHEMICAL TOILET i cfl I H 100.00'(P) J (10.50 N.G.) N0401635"W 100.00'(M) COMMU�E��ED MENT 317 a 07 vi 420 w vi _.' 3 F5333331 - 325. ° CU 2.77 �{� 42.77331- o2Q a 40 SO SO .I' • 150,59 30 7.5 15 2519 SO 50 _ _ 50.00 00 L 125 118 Iii 300 399 - 392 00 50 50,00 ! w C w i ° 135 SR SO v 385 y. :li 360 N I Zi10 350 ° 50,9 50.00 312 " �'�, � G ". ° SSS 343 333 � 3Y6 v 0 3315 332 322320 o N 365 300 340 � M 360 ° c °a Q a iYs 333 , w Too 6 so a so,oP so 345 ° 40,00 w s 330 e o S0 25.30 a .r 25 22;e0 v 322 w C13�_ 115 0 326 70o Jul 326 S0 90 w 265115:, a ° Y m 32tl 315 r d 335 ° 321 b v N 317 ° m 0 312 CUZzr m -- 30.8 m 144,37 i ... as SFr C o 48.95 118 ._131,2 11 r o sT_ -� 90'00 90,00_ SO 00 W w a -x' ATLANTIC OCEAN 4.0 40 5 9 Q'. 59 00 .. - .. ..:.-:50 50 w PROJECT LOjC� ION - ° 90 272 JAS V52 O ..152 200 139.5 o Q w 275 5 70 30 w 288 .'.. 276 ui 290 0 100 a m °' fit�+ a 'A 179,34 261 ° 4 i .f. 111.3200 250 314 N N 33x. o a 327 4 N 251 300 0 M :. }lr.. a :� 129,18 11 11 239 ° 254 e 44 �► ml' W sia_Fo 9P a 1.'90 ..... 25. 90 i2 - 39. SO 50 ,.II w ,il o 239 0 I,, 123.52 227 . w 'S 50 3O 50 209 } Q j1'i:.90 W 10 0 a 700 w w ° A 303 234 f27.96 a 211 �•� a . 31Y 315. 304 ° i. 333 331 219 ...1110 269 343 a c 335 a c 4 225'' 1171 44 71 O s f O 90 50 90 29 25 S0 50 ___� -__-"_ - 4 193 __-. 137.00 Aa 193 .193 193. w 0123 19S :5 SP - f 3.47. v G v 150 SM+. 199 199 - - 50 50 92.48 ° 1'f 1!9 w c 7 712 R z5 7.5 Z9 x:+ 25 75 0 w 49 SP 25 Z,0 I o lar x62 ° 17g 45. w 306 b a a o o a 176 o e a 33q 332.330 320 312 310 so s0 v 336 176 338: "' m 761 -. �' 0 a w 340 50 50 N 174 50 ,., un ° 162 o 171 p 149 a 136 18.36 - it : 700 - - VICINITY MAP 10 0 5 10 20 Scale: 1" = 10' NTS BUIL DE�S-ENDORSER -- SIGNED:AY NAME: ` DATE.- ABBREVIATIONS: ATE: ABBREVIATIONS: (N.G.) NATURAL GRADE E.L. PROPOSED GRADE NOTE: SITE TOPOGRAPHY PROVIDED BY OTHERS. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHY PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES. Call Before You Dig 811 or 800-432-4770 ■ CU r -n • L GD [D N Z CV ._ ..� -.:Zr r r-1� \ CY OO o N Si C"7 C/3 C13�_ J Cn W CUZzr C/3o z �' -� Q- z " W . 'R V, CU 4--1Z U Cv a M-0 �-+-� N ,::=- W r = C13 C"3 L U W E -- no 0 `�-C13�� W .!� , 1L •L .0 C3 Q a Q � W r -1 E E C` Lt'] o `` ZCsz���z �,�w Z Lw �o o vJ WQZ, 2��WQgW��� o,z�a� moq�Z o��L��LQ 3 2 Z1 U ­1Lw Lw Qz� zap -n En L7 COVyVU j>' �a0 Q:WNZ �tU�C� tiQ: �I� WtQO�eQ. :5 ZW WOW r�Z�wQoQ�� QQ Z ..03Q07 L7o Z 3QL,I; ���Q Lw- 1z) �ZoQ Q:LO0k �oo� �roQ,Z�m`�aQ� Li z J G � J � m Z Z p W V � O J N LLI Z; �u o' Date: 11-21-17 CD PR i Job #: 17.0477) Cprawn: P Scale: 1 " ' =10 r t: of 1 NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE PRIOR TO THE FRAMING INSPECTION 264 OCEAN BLVD. SQ. FOOTAGE ABBREVATION MAX LOT COVERAGE IMPERVIOUS PERVEOUS HOUSE LO 2619 SQ. FT. OAK DRIVEWAY ON LOT M AGNOLA 320 SQ. FT. DRIVEWAY ON RIW 240 SQ. FT WALKWAY 44 SQ. FT. PADS 20 SQ. FT. PERCENTAGE[PERVIOUS 50� SURFACE RATIO 46% LOT 5,650 2825 SQ. FT. 2619 SQ. FT. (GI ON) 'd'l ,; 4 'Qhj F AL i (N)IO000,�le (d),00'0� L � ° (d),000096 iW)00094 (318103110 'd'I.,Z/l'4-4 (d),00209 (N),00mos 11. 0 Mikt,00ogON// �~O SlL9#1 180 stay 'd'I..Z/113S sod X15 -vv� I 10 A >S O 0fom� 12� pp ' "n W -0 `fib 0 m J Ali 10.67r'---111.9'F.�F ELEV. £ iOl � 8.17 g', q w N F. 0i4o co 410 10 a6 0 2i CD Xc -0 0000� 00;! A DUMPSTER ABX 3,,61V,00o90S 9 � 19# 'd' I ,Z/ #. 13S m,,9C,9 oVON 10.67 TREE LEGEND ABBREVATION TYPE ELM ELM LO LIVE OAK MG M AGNOLA PM PALM 4 - P1101 .�ltt 5 \J,-- 0 7. 00 � W c^' (n o �REVISION CHEMICAL --I -7 TOILET � 41L9# O I ..UL l=J PERVIOUS PAVER �aIvEwnv a WALK ` l � o(d),00'OO A z (n).00-00 mii9Ci9 L NON _4 3- lb'M cl I NOS �t7..(C]l ; . � ON) 6�V�.O:�_�! % AA.QP..'+� L _tenni o EO d � 24 a� (d).00-09 y PARKING 2o4 OCr MATERIALS A 1V -XIX X - L iSITiJ � 11 lLJ[,I �T��� LFENCE (6 0" RI W) COMMUNITY DEVELOPMENT APPROVED SCALE: 1" = 10'- 0 " DRAWN BY: G REYNOLDS LOT GRADING TYPE: A LOT 4 BLOCK 29 SUBDIVISION " A" ATLANTIC BEACH PLAT BOOK 5 PAGE 69 OF THE CURRENT PUBLIC RECORDS OF x COUNTY, FLORIDA. V�' O >L. w O 0 tJ U El OFFICE 2950 HALYCON LN SUITE 203 JAX. fl- 32223 (904) 268-1102 areynotds®arhomesjax.com DRAWN CHECKED XXX SCALE 1 " = 10'-0" (U.N.O.) DATE: XXX CHANGES 11/20/17 REV.DATE REVISION,#2 2-14-18 REV.DATE REV.DATE, JOB N0: SHEET NUMBER NOTE:A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY SHALL BE ON SITE FOR THE BUILDING � INSPECTORS USE PRIOR TO THE FRAMING INSPECTION 0 264 OCEAN BLVD. SQ. FOOTAGE ABBREVATION T''P MAX LOT COVERAGE IMPERVIOUS PERVEOUS HOUSE 2619 SQ. FT. 00 DRIVEWAY ON LOT .07 320 SQ. FT. DRIVEWAY ON R/W Affitov 240 SQ. FT WALKWAY 44 SQ. FT. PADS 20 SQ. FT. a1 PERCENTAGEMPERVIOUS SURFACE RATIO 50 46 LOT 5,650 2825 SQ. FT. 2619 SQ. FT. (01 ON) 'd'I i,Z/� 'Cl (N),Oomos� � (d),00'09 � (d),OONOS (n),00009 11.0 M116t,00ogON ,* 9 �L9# D7 'd'I ..Z/L lDS .off c *y cl� 0 �o�ca%o �a y � wti=1 CZ +7 r) f) n r) 0 1�io 8�� `i II J A DUMPSTER 9 GL9# 13S MSC,9 L ® VON TREE LEGEND ABBREVATION T''P E � ELM_.. E11 K-) 00 C) .07 MG 8�� `i II J A DUMPSTER 9 GL9# 13S MSC,9 L ® VON TREE LEGEND ABBREVATION T''P E � ELM_.. E11 M �I LO � LIVE _ OAK MG M GNOLA PM PdLM 2 (d),00209 17 18 21 'c90 N 16 0 7.00' �. f CHEMICAL TOILET 91L9# d'l ..Z/l 13S id),O0000 (Vy)-00'00 AA,Igc,9 tON !ni Holl Eft -+ 6 PARKING MATERIALS 0 /7T' x x x C -Li A. -IV\ -j /77)SILT —0 UL JLS VA R D TYP. FENCE 'd'l 24 'ai SCALE: i" = 10'-0" DRAWN BY: G REYNOLDS LOT GRADING TYPE: A LOT 4 BLOCK 29 SUBDIVISION " A" ATLANTIC BEACH PLAT BOOK 5 PAGE 69 OF THE CURRENT PUBLIC RECORDS OF x COUNTY. FLORIDA. f ■ 00 00Q f CHEMICAL TOILET 91L9# d'l ..Z/l 13S id),O0000 (Vy)-00'00 AA,Igc,9 tON !ni Holl Eft -+ 6 PARKING MATERIALS 0 /7T' x x x C -Li A. -IV\ -j /77)SILT —0 UL JLS VA R D TYP. FENCE 'd'l 24 'ai SCALE: i" = 10'-0" DRAWN BY: G REYNOLDS LOT GRADING TYPE: A LOT 4 BLOCK 29 SUBDIVISION " A" ATLANTIC BEACH PLAT BOOK 5 PAGE 69 OF THE CURRENT PUBLIC RECORDS OF x COUNTY. FLORIDA. a1 q o b- o Q o �a � m V) w U Q0 o C\2 i w z w 4 w � U W Q z n ��Q � o � Q x c �j I OFFICE 2950 HALYCON LN SUITE 203 JAX. f L 32223 (904) 268-1102 areynolds@larhomesjax.com DRAWN CHECKED XXX SCALE 1" = 10'-0" (U.N.O.) DATE: XXX CHANGES 11/20/17 REV. DATE REV. DATE REV. DATE JOB N0: SHEET NUMBER 1 NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE PRIOR TO THE FRAMING INSPECTION 0 264 OCEAN BLVD. SQ. FOOTAGE ABBREVATION TYKE MAX LOT COVERAGE IMPERVIOUS PERVEOUS HOUSE LO -+ 2619 SQ. FT. OAK DRIVEWAY ON LOT MA OLA� 320 SQ. FT. DRIVEWAY ON R/W 240 SQ. FT WALKWAY 44 SQ. FT. PADS 20 SQ. FT. PERCENTAGEMPERVIOUS 50� SURFACE RATIO 46% LOT 5,6 50 2825 SQ. FT. 2619 SQ. FT. rlrl Z 00 - 0 00 W m C) -too, (n),00,09 (d),00-09 I y *--y� �a y 0- 000 0 O� � ti (d),00'05 �'�� w �� w (N),00mog Eln6t,00ogOS (ni nnil 19 11.0' M,,6t,,00o90N 5�L9#-/ 'd'I ..Z/L 13S 'd'l ,Z/L 'C]-� 0 7 12 s�;o L9. 9 L L' 'd] ,Z/! M119C19 L ot7o 1 TREE LEGEND ABBREVATION TYKE ELM I EL�1 LO -+ LIV �N OAK MG MA OLA� PM PALIM co PARKING 2 old CE MATERIALS 11 1 V i i l CHEMICAL 1 TOILET L9# /L 13S ).00'006 � o ),00 0 00 mligCi9 A70N °D — � (01 ON) p d'I.,Z/L "4-A ' "-,-X- X- SILT FENCE TYP. COMMUDEN;E��ENZ SLOT 4 BLOCK 29 SUBDIVISION "A" ATLANTIC BEACH PLAT BOOK 5 PAGE 69 OF THE CURRENT PUBLIC RECORDS OF X COUNTY, FLORIDA. OFFICE 2950 HALYCON LN SUITE 203 JAX. fl— 32223 (904) 268-1102 areynofds@arhomesjax.com DRAWN CHECKED XXX SCALE 1" r 10'-0" (U.N.O.) DATE: XXX CHANGES 11/20/17 REV. DATE REV. DATE REV. DATE JOB N0: SHEET NUMBER 1 T� CID N rlrl LL' o Q �w ® �o � m Vi v Q0 Q ®C\2 OFFICE 2950 HALYCON LN SUITE 203 JAX. fl— 32223 (904) 268-1102 areynofds@arhomesjax.com DRAWN CHECKED XXX SCALE 1" r 10'-0" (U.N.O.) DATE: XXX CHANGES 11/20/17 REV. DATE REV. DATE REV. DATE JOB N0: SHEET NUMBER 1 bi (d1 0N) 'd'I ..Z/l 'di t (N),00mos6 (d),00'0( L z co A O 00 W \� m I b 0 i (d),000 094 I� (W),00'9 6 (3-19103110 'd'l .,Z/L 'Cl -4 PUBLIC WORKS (d),00*09 (W)i00'05 11.0' i r I M116t,00ogON 9�L9# q dI2/�13S I� ca) If i .°, y ^a -2s y js 00 **-y 0-C? La-, o O`y C;> 0 cu 3,,6V,00 o SOS WI ON) 17 18 'd'I 24'aJ a ?ice O 0 n 12 �5C9- M m J A 10.6T ""f1.9' F.F ELEV. E 101 {XiAPPROV D { }DENIED { NOT APP (CABLE TO DEPT OV'rED Pit CHEMICAL i j TOILET SlL9# 'dol 2413S (d),00-00 o (n),00-00 ml,scl9 le ovqN � -------------- ONOO V 80 (01 ON) 11. _ f7OKI o (d),00009Fr' STABILIZED FOR ON SITE PARKING OTHER PARKING IS ON STREET MATERIAL STORAGE & STAGING AREA 2o4 0 C ED 0 U L E Vz,, D (6 0' RIW) � SCALE: 1" = i0'- 0" � DRAWN BY: G REYNOLDS SILT FENCE j LOT GRADING TYPE: A NP. � CONSTRUCTION SITE M/\NAGEMENT PSA LOT 4 BLOCK 29 SUBDIVISION "A" ATLANTIC BEACH PLAT BOOK 5 PAGE 69 N � OF THE CURRENT PUBLIC RECORDS OF X COUNTY, FLORIDA. PROTECTIVE TREE BARRIER TYP. ,r 0 ILL. 12 0 0 U El OFFICE 2950 HALYCON LN SUITE 203 JAX. fl- 32223 (904) 268-1102 areynolds0arho mesjax.com DRAWN CHECKED XXX SCALE 1" = 10'-0" (U.N.O.) DATE: XXX CHANGES 11/20/17 REV. DATE REV. DATE REV. DATE JOB NO. SHEET NUMBER 1-B 34'-10" 5-5 1/2" 3'_6" 3'-6" 5'-5 1/2" 2'-6„ 306 SH 306 SH 3060SH FOR EGRESS I I MASTER SUITE ry III 11 Il II FOR EGRESS I + II II I I o co of � I 4'-5„ 4>-2„ I + 7'-0" 2880 q co %II ez"m c i 0 Lo in %, % I— co OI 1 0 o 'n c1 208 OCKET d ° Q o0 — C) -1 M I o �I 0 t i n� I i -< I o _g 2680— W&L OVEN (- I M KITCH I + I 00 N N 14'-5" I I I I I LANAI ' I 1 o' -0"x17'-0" I 16'L 91" 0FLAT CG. I 1208 SGD I FAMILYIqOOM 17'46'1 10'-0" CLVERED CLG. I I oo I 0 ► 1 '1 I I N II O No II \ I I I , DINI G f I O ' W 1'-10" I N co I a co co -� "� 0 5'— 4 ("I0 1 N 0 00 Lo 2264 ANC 51 F5 ol AIN FLOOR I PPER FLOOR 1496 51— 2 " - _>,., � 6'— e 460 LANAI 187 00 120 TOTAL '105 O z <C 1 q 6'-1" IoW 3'-4" I 0 31" CLM OP NING --n I z <W i ilI 0 I I N w m L—J co. 00 o W a m 3 7 I q 1 OFFICE GA RAGE _ J I —co (904) 268-1102 EX DRAWN BY 9'-0" FLAT CLG. I IL—J z N 00 1/4" = 1'-0" (UN4) DATE: 10'-0" FLAT CLG. I I C) M/D/Y REV. DATE I ' I co JOB NO. 3080 0 ;u I I � o C N CO o 710 Irk II I 306 SH 306 S H �-- O 3'-4 1/2 3'-6" 3'-4 TiC" � Z 16'X8' O.H. GARAGE DOOR I � t PORCH 1' - 1 �- I Q0 � o II 1-0 Vco Ln c- r0op To CEILING 5ro 2880 O %rn w m — Q3 I _ N D P `n 00 4 /0 W 1'-10" I N co I a co co -� "� 0 5'— 4 ("I0 1 N 0 00 Lo 34'- 10" 15'-5" V15ION 5fAlF, P�f&5 SQUARE FOOTAGES 2264 ANC 51 F5 ol AIN FLOOR 1842 PPER FLOOR 1496 51— 2 " - _>,., � 6'— e 460 LANAI 187 00 120 TOTAL '105 O z <C 1 q IoW ti 0 31" CLM OP NING --n I z <W O U 0 I I N w m L—J co. 00 W a m 3 7 I q 1 OFFICE GA RAGE " I JAX. I —co (904) 268-1102 EX DRAWN BY 9'-0" FLAT CLG. I IL—J z N 00 1/4" = 1'-0" (UN4) DATE: 10'-0" FLAT CLG. I I C) M/D/Y REV. DATE I ' I co JOB NO. 3080 I I � o C N CO ` Irk I 306 SH 306 S H 3'-4 1/2 3'-6" 3'-4 TiC" 16'X8' O.H. GARAGE DOOR I PORCH 1' - 1 �- I Q0 16'-3„ I- 34'- 10" 15'-5" V15ION 5fAlF, P�f&5 SQUARE FOOTAGES w AIN FLOOR 1842 PPER FLOOR 1496 UBTOTAL 3338 2 CAR GARAGE 460 LANAI 187 PORCH 120 TOTAL '105 -'�A'-1n" COMMUNI-N DEVELOPMENT APPROVED m z d SHEET w U z w a a V1 w U Q J O z <C C) IoW J co 0LL. z <W O U O mo U w m Q O SHEET w U z w a a V1 w U n W O z z�Q IoW � o Q w O U d W a d OFFICE 2950 HALYCON LN SUITE 203 JAX. fl- 32223 (904) 268-1102 areynoldsOorhomesjax.com DRAWN BY SCALE 1/4" = 1'-0" (UN4) DATE: 02/07/2018 CHANGES M/D/Y REV. DATE REV.1 2/14/18 REV. DATE REV.2 2/14/18 JOB NO. SHEET 34'-10" 5-5 1/2" 3'_6" 3'-6" 5-5 1 /2" 2'-6" v 14'-5„ 306 SH 306 SH 3060 H n FOR EGRESS I I I MASTER SUITE ' I1 ~ I { __________►. � ___—_—__ LANAI 10'-0"x17>-0" I li FOR EGRESS1 U 1611 0 FLAT CLG. I I 1208 SGD II I FAMILY 00M i 1 p 01 i 1 `I � I I HB 4'-5„ 4'-2» I I �'-0>> 17' 6' LIP2880 10'-0" C FERED CLG. %�i I T o i -2 00 00 0 WN O 0 o co L Q — Ln 1 208 OCKET I 00 D r WD O o_ - I FTI I o_ C I 1 o [-9'1 2680 WALL ov�N Ln KITCHEN cn 00 ' I 1 I I o 1 II I O N o II 1 Io it DINI14G 0 1 o I i d1 3'-4" o co j O �7 %J— � C o z O II Q N Fri -0 II Qo ---- O1� `o 0 00 '-1 1 00 j f co Ln -- FLOO? fo CELING sforfia _ I 00 � --_ 2880 � 0 (f) o i \� � o c O Fri O p00 w I CN D 1 I �o � co 1 �� 0 0 co 0 o 2264 ATTIC 5TAK5 5 - 4 0 5'-2"6 6'-g>, r I o_ N I GFI. q I I o o Co N � O I m I N GARAGE C9 I ' 100 EX I I co i 9'-0" FLAT CLG. a 10'-0" FLAT C G. w 3080 I I � o aa _ H B 16'X8' O.H. GARAGE DOOR306 SH 306 SH 3'-4 1/2" 3,-6„ 3'- 1 I 16' - 3" 1'-1 °" PORCH a' 1'-10„ i� , -12 1 15,-5„ 34'-10" 5fAlF\, PEf&5 SQUARE FOOTAGES AIN FLOOR 1852 PPER FLOOR 1506 SUBTOTAL 3358 CAR GARAGE 460 ANAI 187 ORCH 120 OTAL 4125 COMMUNITY DE DENI in" COMMUDEN�EpMENS z Q ryo J a �O 0 00 J Lo LL M �M w z w a a � w Q � z woW � o Q x Z o c� w w OFFICE 2950 HALYCON LN SUITE 203 JAX. fl- 32223 (904) 268-1102 3reynotdsOarhomesjax.com DRAWN BY SCALE 1/4" = 1'-0" (UNO) DATE. 09/01/2017 CHANGES M/D/Y REV. DATE REV. DATE JOB NO. SHEET ca z Q J D .J o LLW z m O ILLIJ Q V)Z' J mo N U W m Q O w z w a a � w Q � z woW � o Q x Z o c� w w OFFICE 2950 HALYCON LN SUITE 203 JAX. fl- 32223 (904) 268-1102 3reynotdsOarhomesjax.com DRAWN BY SCALE 1/4" = 1'-0" (UNO) DATE. 09/01/2017 CHANGES M/D/Y REV. DATE REV. DATE JOB NO. SHEET ATHM 5HIN6I F5 V1510N 0 00 I MMI llooF 20" 1%001? TU55 00 _ 4„ 5,5; 12 co 0 0 0 � 000 0110 Nora AL rnuss�s WITH 8 12 FlfCH NAVA lFf NEAP H�16K on I 12 8 NICHIKA LAP 51PING NICH11�1A F MIUM 5RVT 0 I N I 0 I iYP WIN120W 1FIM IX 5/ 40 5/ �rX6 2X 5/4xa 12 15 V1510N I 0 N comMuNllV DvaOV NT APPRED SHEET 3 W U C) m a Cf� U r—� O z �cnQ �x0 Q w 0 LL- < LLJ 0 0 QW 0 F- m (� U W m Q o t— SHEET 3 W U W a a Cf� U r—� O z �cnQ �x0 Q w Q U W a OFFICE 2950 HALYCON LN SUITE 203 JAX. fl- 32223 (904) 268-1102 areynotds®arhomesjax.com DRAWN BY SCALE 1/4" = l'—O" (UNO) DATE: 02/07/2018 CHANGES M/D/Y REV. DATE REV.1 2/14/18 REV. DATE JO$ NO. SHEET 3 A5PH&f 5HIN6I.�5 !2 8 MCHIHA QAC' 51PIN6 Z NICHIHA P MIUM 5HAKF I i 00 1--, 11 ULL I I n El:l El oaa NOI'F,:A,� 1"KU55�5 Wllld 8 12 FlfCH NAVA I Ff H�& &6K Typ'WINbOW TIM IX 5/ 40 5/,4X6 2X 5/4X8 I 0 N COMMUNITY DEVELOPMENT DENIED 5_- m z Q m 0 W U z w a a u U Q w O z z�Q pC�w Q w O � U w a OFFICE 2950 HALYCON LN SUITE 203 JAX. #L 32223 (904) 268-1102 areynoIds@arhomesjax.com DRAWN BY SCALE 1/4" = 1'-0" (UNO) DATE: 09/01/2017 CHANGES M/D/Y REV. DATE REV. DATE JOB NO. SHEET 3 U cn U O LL.W z 0W 0 AII a 0 (m)J mo W m Q O W U z w a a u U Q w O z z�Q pC�w Q w O � U w a OFFICE 2950 HALYCON LN SUITE 203 JAX. #L 32223 (904) 268-1102 areynoIds@arhomesjax.com DRAWN BY SCALE 1/4" = 1'-0" (UNO) DATE: 09/01/2017 CHANGES M/D/Y REV. DATE REV. DATE JOB NO. SHEET 3 2X6 2X6 1)-0" V1510N Imillimillim, -1 i W NOT�:6VL�T\U55 5if�3ACUFT II II II I S-8 1 /4" )_O>, 2X6 V1510N Nora AL T%55�5 WITH 8,112 p Have IFf H�A-, HNCAK COMMUNITY DEVELOPMENT APPROVED i - m z Q m 0 Z O Q 00 w M J M w zM CL ■ =17 U z w W NOT�:6VL�T\U55 5if�3ACUFT II II II I S-8 1 /4" )_O>, 2X6 V1510N Nora AL T%55�5 WITH 8,112 p Have IFf H�A-, HNCAK COMMUNITY DEVELOPMENT APPROVED i - m z Q m 0 Z O Q 00 w M J M w zM CL W ■ =17 U z w a C/1 w z Q � � W O z z woW � o 0 LL- z <W :2 O �: Q w 0 J moH U W m Q 0 W U z w a C/1 w Q � � W O z woW � o Q x z o U C7 w a Q OFFICE 2950 HALYCON LN SUITE 203 JAX. fl- 32223 (904) 268-1102 areynoids®arhomesjax.com DRAWN BY SCALE 1/4" = 1'-0" (UNO) DATE: 02/07/2018 CHANGES M/D/Y REV. DATE REV.1 2/14/18 REV. DATE REV.2 2/14/18 JOB NO. SHEET 2X6 2X6 W11111EM::111 i' 0 NOTF,:6Al3I,�VU55 Ski �3ACK I Ff j 0 0 0 COMMUNITY DEVELOPMENT DENIED NOTA., ALL TRU55�5 WITH 8.112 PITCH NAVA IFf H�& HN6HT 2X6 z O Q 00 w Lo J co w zM OFFICE 2950 HALYCON LN SUITE 203 JAX. fl- 32223 (904) 268-1102 areynolds®arhomesjax.com COMMUNITY DEVELOPMENT DRAWN BY DENIED SCALE 1/4" = 1'-0" (UNO) DATE: 09/01/2017 CHANGES M/D/Y REV. DATE REV. DATE JOB NO. SHEET 3060SH 3060SH 3060SH V, II MASTqR SUITEOR � \ I --_-----�:-_------- � AI I I I 10-0„x17,-0„ 10'-0” FLAT CLG. I I TT T FH E RM STAT I I � — I I To ktm �L00125 00 Si I I � \ _ ILY 00 _.......288 0 , � I7LF= N �An O 10'-0" F T CLG. \ w l I 0 F CO F GFI 00 C\2 — 208 POCK / � I M. BATH I - 1 43 GFI , J rzf FI GFI I � GFI N 0 S/ Fl -0 i0 UNn�P CNINPf5 O IGH1'S co 00 II LAUND. co ITCEN MON E L E C T R I C A L L E G E N D THE LOCATIONS AND QUANITIES OF OUTLETS, SWITCHES, AND FIXTURES ON THIS PLAN MAY VARY IN THE ACTUAL HOUSE DUE TO LOCAL BUILDING CODES AND THE LOCATION OF BUILDING MATERIALS. ELECTRICAL CONTRACTOR SHOULD TRY TO MATCH THESE LOCATIONS AS CLOSE AS POSSIBLE. Pc CEILING LIGHT PULL -CHAIN WALL LIGHT O SINGLE FLOOD DBL. FLOOD SMOKE DETECTOR UPPER FLOOR 1506 SUBTOTAL WIRE / BRACE FOR FAN F; 00x t0 460 G SMOKE DETECTOR 110 DUPLEX OUTLETCEILING 120 0 RECESSED LIGHT CARBON DIOXIDE DETECT. HALF -SWITCHED OUTLET CGF ® GARBAGE DISPOSAL &WP WEATHER-PROOF OUTLET 5T O RECESSED EYEBALL 9 CHIME CEILING OUTLET WIRE/BRACE FOR O —1 ® FLOOR OUTLET CEILING FAN W/ _P EXHAUST FAN W/ �T THERMOSTAT 220 OUTLET LIGHT LIGHT © GARAGE DOOR OPENER ® SPECIAL PURPOSE OUTLET PHONE OUTLET a EXHAUST FAN ® CABLE TV OUTLET — — — +,9- SWITCH 2880 G� * INSTALL SMOKE DETECTORS UNDER CABINET TAPE LIGHTS PER CODE. -"' 3 -WAY SWITCH ELECTRICAL GFI I b9-� 4 -WAY SWITCH PANEL BOX FLUORESCENT INSTALL GFI's PER CODE. b9--0 DIMMER SWITCH CEILING LIGHT INSTALL AFI'S PER CODE. A/C DISCONNECT I I NOTE- All wiringto be, in accordance with '08 NEC. I I HE Provide arc—fault circuit interrupters in all bedrooms per 13rtic e 210-12 I I IS 9 0 0 0 co C/� 0 AIN FLOOR 1852 UPPER FLOOR 1506 SUBTOTAL 3358 F; 00x t0 460 G 187 PORCH 120 TOTAL 4125 CGF 5T ce O —1 3 p 0 — — — 2880 p GFI I mol \ --0 � o CO kTER I -� SO TN R LOOP { 0C\2 L 80 co I b i /O -----�► 0 CHIME o v ELECTRICAL \ C\2PANEL BOX (� `'4Aff5T"AIP5 Y 2680 F F' / GF GARAGE GFI I 9'-0" FLAT CLG. GFI 1'0 F la t0 G A FIAGP 1'0 FPONT LUK5 ` ro POPCHi M kE I I co S/ 10'-0" FLAT CLG. I I Iw I I 3080 i FI I I I I 00 H 3060SH 3060SH CH AFCI LOCATIONS ALL BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A COMBINATION TYPE ARC -FAULT CIRCUIT INTERUPTER INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT. GFCI LOCATIONS GFCI =INSTALL GROUND -FAULT CIRCUIT INTERUPTS WHERE SHOWN OR PER NEC CODE. 1201240 MAN AUG ONLY PANI�U NEMA 5 M�TrPIN6 n�Vb5 WITH 200A MAIN ffP AKNF 51%UP PHA5� 4 WIPE 410 51�P A> UMNUN COOp,P 4 6APF 1"01`11U 2-410 20' F�1 AP IN5T&AL P IN 5LV 1-210 1-#2 2" 5CH 80 PVC F,15�F, PIA6FAM ro �CrPIc AUiHOP11Y SQUARE FOOTAGES AIN FLOOR 1852 UPPER FLOOR 1506 SUBTOTAL 3358 2 CAR GARAGE 460 LANAI 187 PORCH 120 TOTAL 4125 O 0 0 CO IS O 0 IS 0 O I I 1 I 2040SH 2O40SH I t I eo.4n r7rvwn Ill (Y TT E 0 0 co 51 O O co ;E 0 0 M N01�: ALL L16HT5 TO Mr 100 ;/o FFICI NCY ry O w 0 O V) U Q H z a J H Q i J m M O w m O OFFICE 2950 HALYCON LN SUITE 203 JAX. fL 32223 (904) 268-1102 3reynoids®arhomesjax.com DRAWN BY SCALE 1/4" = 1'-0" (LINO) DATE: 09/01/2017 CHANGES M/D/Y REV. DATE REV. DATE JOB NO. SHEET II I II II I 11 II i fl II I II II 8: 12 I 8: 12 II II I II 11 I ll II I 11 II I II 35'-0" ATTIC AC�55 1840FIXED 2040SH 7 \6 4 0)j 0 Lo 006 Q) I I co 00 �c Com OPT. SHWW8 POCKA-�-B /fAl C 0110 22v,�4 ATfIC 5 C3 -0 Z: C2 P(D' -71 X F- -1 0 > (D 0 NJ 266 2868 9--1 co C6 0 )> 0 IN510N 1 Q 0 0 Q) C9n -i -7� F- m > L ---i Cn Awl m V66 8 110 2668 LL - 8:12 8: 1 co 2 8 —1 C) w �- co Zc -T� x r— 0 DSO 0 LQ I \ F- m < Q0 0 > /0 77 N01'c: NO ATTIC V�N1"II,A1"ION 1,1511\16 SppAY FOAM INSUI.A1"ION L -L S co 5 C�) Nora: arric sroP\A61� Vuss�s THIS Ap�A N01�: 6:12 Nora ALL rnuss�s WITH 5:12 pircH HAVe iFrHGal, N�iGHr PITCH uNn�psie� oF 51550r\ muss COMMUNITY DEVELOPMENT APPROVED If GAME ROOM SUITE 203 JAX. fl- 32223 00 Cy) LL m 8: 12 i 8: 12 0 J 0 CHANGES M/D/Y � 7C) JOB NO. SHEET 6 3068 305 3050SH I co D z < Ld :2 0 a�uj 0Z)o �U m V) Li m 0 I-- (D 00 -7 > L -L S co 5 C�) Nora: arric sroP\A61� Vuss�s THIS Ap�A N01�: 6:12 Nora ALL rnuss�s WITH 5:12 pircH HAVe iFrHGal, N�iGHr PITCH uNn�psie� oF 51550r\ muss COMMUNITY DEVELOPMENT APPROVED OFFICE 2950 HALYCON LN SUITE 203 JAX. fl- 32223 00 Cy) LL m 0 1111111 z cy) 0 CL DATE: 02/07/2018 CHANGES M/D/Y REV. DATE REV.1 2/14/18 JOB NO. SHEET 6 co 0 LL- z < Ld :2 0 a�uj 0Z)o �U m V) Li m 0 I-- OFFICE 2950 HALYCON LN SUITE 203 JAX. fl- 32223 (904) 268-1102 areynoldsOarhomesjax.com DRAWN BY SCALE 1/4" = l' -O" (UNO) DATE: 02/07/2018 CHANGES M/D/Y REV. DATE REV.1 2/14/18 JOB NO. SHEET 6 ENGINEERED I LI\ LIVVIIVLLI\ J r r\V. TYPICAL WALL SECTION SCALE: 1/2" = 1'-0" SEE ENGINEER'S PACKAGE FOR DETAILS k w U z w a a � U Q W O z IoW oxo Q w Z O U C7 w a Q OFFICE 2950 HALYCON LN SUITE 203 JAX. f L 32223 (904) 268-1102 areynoldsOarhomesjax.com DRAWN BY SCALE 1/4" = 1'—O" (UNO) DATE: 09/01/2017 CHANGES M/D/Y REV. DATE REV. DATE JOB NO. SHEET 7 SECTION R3I1,7 STAIMNVAYS 8311.7.1 Width. Stcrirwctys shall note.. be less than 36 inches (914 mm) in ri #2 MAXIMUM f'� Y �handrail � � � � tl ants ah{.�� the t<<cI cleat rd at all Po 1DRAIN_ - HAN heIghc .trtcl below the re(lllitttl la2adrc3c»3t height, PROJECTION PHOTO 1. Hcmdreuls shall not prl deet snort than 4.5 inchc.� l 1 lel mm) on either side of tlw s'tairit,o -• PHOTO 2 and the minilnt.rtt chI ar width of [lie stair in ivy at and beIo«- the hand►u�l h1:ight. irrciudin,) t�c��cfi rInd landings, shall not he I.4; than Iinches (787 mm) whctc tz I�l�rtdrrril i iu�i4�lloci c►i� oijc side and ?7 indle (698 nine) where Trcrrrclruiis :ire provictal on bath sides PHOTO 3. Exception:The,-%-iIdlh of's piral stairt o,rs shrill be in aecor'dancc \,itb Section R3 I.7").1. See PHOTO 40 (}gage 15). (3 2010 Sta'ravay fvlar)utact irers' Association Inter"i stairs, the largest winder tread depth at the walkline shall not exceed the smallest winder tread by more than 3/8 inch (9.5 mm). DRAWING 113 EXAMPLE STAIRWAY HAS CONSiTENTLY SHAPED WINDERS AT THE WALKLRrE WINDER TREAD DEPTHS ARE WITHIN MAXIMUM DIFFERENCE. RECTANGvLAR1READDEPTHSARE WrrHIN MAXlmlim a wFERENCE. --,I r � ALL WINDER q x_ TREAD DEPTHS a ARE UFAFORK 4- � '� srnan4st�r1� i i ALL a f RECTANGULAR TREAD DEPTHS ARE uNIFORm- Laeyest 90e' 2010 Stairway Manufacturers' Association Interpretation of ERC 2009 - www,stairways,org • 7 R31.7.2 Headroom. T,n� The minimum headroom in ailf the stairway parts o e shall not be less than 6 feet 8 inches2032 { mm} measured verticallyfrom the sloped line adjoining the tread nosing � P J - e d c irz PHOTO?4 or : from the floor surface of the landing orplatform on thatportion of the stairta . PHOTO 5. Ecce ti n:i� h> P o � cre the r2crsi»gs of treads at the side of a flight extend under the edge of a floor opening through which the stair passes, the floor opening shall be MINIMUM allowed to project horizontally into the F1MINIM PQM required headroom a maximum of 4'/4 V-8)) inches (121 min). PHOTO 6 8311,7.4.3 Profile. u 2010 Stairway Manufacturers' Association Interpr Cation of IRC 2009 • www.stairways.org • 9 I I i 8311.7.3 i AUd ne, # The waikline across winder treads shall be concentric to the curved direction of travel through the turn and located 12 inches 305 mm from the side where the winders are narrower. The 1.2 -inch 305 mm dimension shall be measured �r01ea .l dest point of the clear stair width at the walking surface of the winder. er DRAWING 7 figures A.F.If winders are adjacent within the flight, DRAWING 9 ( . 6 the point of the '8 J P � I widest clear stair wi,dih of the adjacent winders shall be used DRAWING 7 fures E -F. �. 8311.7.4 Stair treads and risers. Stair treads and risers shall meet the requirements of this section. For the purposes ofthis section all dimensions and dimensioned surfaces shall be exclusive of carpets, rugs or runners. DRAWING 8. Q 2010 Stairway Manufacturers' association Interpretation of IRC 2009 - www.stairways.org - 5 8311.7.4,4 Exterior wood/plastic composite stair 8311.7.6 Stairway walking surface. treads. Wood/plastic composite stair treads shall The walking surface of treads and landings.of comply with.the provisions of Section 8317.4. stairways shall be sloped no steeper than one unit adjoining the tread nosing, vertical to 48 inches horizontal (2 -percent slope). R311.7.5 Landings for stairways. PHOTO 22. There shall be a floor or landing at the top and PENOTTED TO EXCEED bottom of each stairvFay. y VERTIC&IN more than 38 inches (965 �RAtIL Exception: A floor or landing is not required at the"`cam t 12% SLOPE) top of an interior flight of stairs, including stairs 1. The use of a volute, in. an enclosed garage, provided it door does not y l swing over the stairs. A., flight of stairs shall not lowest tread. PHOTO 25 have a vertical rise larger than 12 feet (3658 2. When handrail fittings z �` mm) between floor levels or landings. The width provide continuous transition �. of each landing shall not be less than the width I between i hts the transition { of the stairway served. Every landing shall have i used at the start of a flight, the handrail height at the fittings, or bendings shall be permitted to exceed the a minimum dimension of 36 inches (914 mm) maximum height. DRAWING 25 measured in the direction of travel. DRAINING 21 r x . 11311.,7.71Iandralls. Handrails shall be provided on at least one side of MINIMUM LANDING each continuous run of treads or flight DRAWING 9 WIDTHaA OR MORE (p. 6) with four or more risers. DRAWING,23, DRAWING 21 PLIGHT 2 , Vl d, on left, side of lower flight removed for clariltlt. J . F M PLIGHT 1 RAWIN © 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 - www.stairways.org - 10 R311.7.4.1 Riser height. The ruaxisnum riser height shall be 7% inches(146 mm). The riser shall be measured vertically between leading edges of the adjacent treads. PHOTO.14. The greatest riser rser height within any flight DRAWING 9 of stairs shall not exceed the smallest by more than % inch (9.5 mm). PHOTO 11. © 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 o www.stairways.org • 6 R311.7.7.1 Height. Handrail height, measured vertically ,� from the sloped plane � FITTINGS USED T4 adjoining the tread nosing, PRODEtihITINU?US Or finish surface of ramp4 TRANSITION ARE slope, shall be not less than PENOTTED TO EXCEED 34 inches (864 mm) and notTHE HANDRAIL HEIGII'. more than 38 inches (965 �RAtIL mm). PHOTO 24. Exceptialas: , 1. The use of a volute, turnout or starting easing shall be allowed over the lowest tread. PHOTO 25 2. When handrail fittings z �` or bendings are used to provide continuous transition �. I between i hts the transition { from handrail to guardrail, or i used at the start of a flight, the handrail height at the fittings, or bendings shall be permitted to exceed the maximum height. DRAWING 25 VOLUTES, TUMUTS, STARTING INGS SND y EAS STARTING NEWELS ARES ALLOWED OVER THE LOWEST TREi 3 STARTING 4 , EASING , ayy �.. TURNOUT .. _ 41 4 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 • www.stairways.org • 11 J STIR AILS PART - Al SECTION R311.7 STAIRWAYS 8311.7.1 Width. Stllal'il'lys Shall t ' not t: b e less than 3(J ?nd14s (914 m n) in dear width at all points above the pet'tttittcd handrail hcighl and belowbelowthe requiredlicadre}crib height. PHOTO 1. Handrails shall not project more thrill 4.5 inchcs (114 nin1) on either side of t1a� ,3tcri,11�1t PHOTO 2 and the nitnimitin clear width of the s+tairmci tat and belok� the hlruc/rarl height, includint) treach and iancllllgs, shall not be less tball I'. ; inclies (787 nim) where a h anch- ril is nstaNd ou one side and 27 incises (698 ntnl) inhere hancb-ails sire provided on both sides PHOTO 3. Exception: The width of spiral siairlvtws shall be tat accordance w ith Section 8311, 7.9.1. See PHOTO 40 (page 15). Interpretation of IRC 2000 - www.staimmys.org - 3 8311.7.4.2 Tread depth. The minimum tread depth shall. be 10 inches (254 TREAD. DEATH f131$" GREATEST T - SMALLEST TREAD DEPTH -10" horizantall min). rhe tread depth shall be measured Y ,► 10-'118. between the vertical planes of the foremost projection .4 ti of adjacent treads and at a right angle to the tread's leading edge. PHOTO 10. The greatest tread depth 'Li1-318 SAMPLE STAIR 'HIN. within an flight DRAWING. 9 of stairs shall not YJ�g y `IS ACCEPTABLE more inch (9.5 mm). exceed the smallest fa by than 10" CODELIMITS PHOTO 12.. Consistently shaped winders at the IS WITHIN walkline shall he allowed within the same i ht of :.. . stairs as rectangular treads and do not have to be � Exceptions: ' within 3/8 inch (9.5 mm) of the rectangular tread t� depth. DRAWING 13 of a floor opening through which the stair passes, the floor opening shall be Winder treads shall have a minimum tread depth of shall he allowed over the 10 inches (254 mm) measured between the vertical lowest OT wa?s tread. PHOTO 25 planes of the Foremost projection. of adjacent treads required headroom a maximum of 4'/, at the intersections with the walkfine. Winder treads _ shall have a )minimum tread depth of b inches (152 Or bendngs are used to provide continuous transition, mm) at an point within the clear width of the stair. DRAWING 4 Within an jii ht DRAWING 9 of between flights, the transition stairs, the largest winder tread depth at the walkline from. handrail touardrail or 8 shall not exceed the smallest winder tread by more used at the start of a, flight, the hrrndruil height at the than 3/8 inch (9.5 mm). DRAWING 1.3 fittings, or bendings shall be permitted t0 exceed the EXAidPL€ STAIRWAY HAS C01IWMTLY SHAPED WINDERS AT THE WALKLINE. WINDER TREAD DEPTHS ARE WITHIN MAXIMUM DIFFERENCE. RWrANGULARTREADDEPTHSARE WITHIN M"MUMOFFERENCE. - --3 ORO I JIII0, a 44' J ` ,ALL WINDIER TREAD DEPTHS Ail UNIFORM. S All RECTANGULAR TREAD DEPTHS ARE UNIFORM. F's: .� Smallest-1•_♦"r IN © 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 - wnww,stairways,org • 7 8311.7.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches (2032 mm) measured vertically from the sloped line adjoining x . the tread rrnsizag PHOT() 4 or from the floor surface i .4 ti of the landing or platform on that portion of the or finish surface of ramp i' TRANSITION ARE stairway. PHOTO 5. SAIr M STAIR .' THE HAN L'H HT. DRAI E IS WITHIN ; A Exception Where the nosings of treads at the ACCEPTABLE Exceptions: ' side of a flight extend tinder the edge 1.`T 1r to euseofav volute, of a floor opening through which the stair passes, the floor opening shall be ��.. shall he allowed over the allowed to project horizontally into the lowest OT wa?s tread. PHOTO 25 HEAD required headroom a maximum of 4'/, 2. When handrail fittings inches (121 nim). PHOTO 6 Or bendngs are used to provide continuous transition, GY, i t GREATEST RISE 7- z. MINIMUM i \ \ e ♦ ♦ \ DEPTH ��7-W r it or finish surface of ramp 0 2010 Stairway Manufacturers' Associatlon l 8311.7.4.3 Profile. The radius of curvature at the nosin�gg shall be no i6 mm renter than 9/ inch (14 . PHOTO 15. A'nosin ) not less than % inch (19 elm) but not more than 11/4 inches (32 mm) shall be provided on stairways with solid risers. PHOTO 16. Theg reatest nosing projection shall not exceed the smallest nosing projection by more than % tach (9.5 mm) between two stories, including the nos•i;i�� tat the. levet of floors' landings. PHOTO IT lievdint; of ttosings shall alta exceed inch (12.7 milt PHOTO 18. I�iti� r shall be vertical or sloped Broder the the Underside ol'the nosing above at -.,il tt,. iwi more dein 30 dcgrees (0.41 rad) from thc° icd, PHOTO 19. Open risers are permitted. pro . if lcdl that (lie opening, between treads does not'po j i+ tire. Massage olI 14 -inch diameter (102 mea) sl)hcr,. PHOTO 20. �. where Exceptions: 1. �+ sac}.stra is not raucluatc,d h 1 a h ' I n of I I Inches i. n nlinanit t aid t� s tread ep (279 mm). 2. The opening`hetweeFi adjacent treads is not limited on .s•tlrirr with a total rise of 30 inches (762 nine) or less. PHOTO 20. =�*.s RADIUS OF CURVATURE CANNOT EXCEED 9116" of IRC 2009 • www.stairways.org • 4 8311,7.3 i'fl'atkiine, The walkline across winder treads shall be concentric to the curved direction of travel through the turn and located 12 inches 305 nun from the side where the winders are narrower. The 12 -inch (305 mm) dimension r clear stair width at the walking surface of the winder. shall be measured from the widest Dint of the S P DRAWING 719gures A.F. If winders are adjacent within theflight, DRAWING 9 (p.6) the pointt of the widest clear stair width of the adjacent winders shall be used. DRAWING 7 f gures IE -F.. 8311.7.4 Stair treads and risers. Stair treads and risers shall meet the requirements of this section, For the purposes ofthis section all dimensions and dimensioned surfaces shall be exclusive of carpets, rugs or runners. DRAWING 8. 0 2010 Stairway Manufacturers' Assoclation Interpretation of iRC 2009 - www.stairways.org • 5 831! 1.7.7 handrails. Nandi ails shall be provided on at least one side of each continuous nui of treads or flight DRAWING 9 (p. 6) with four or more risers. DRAWING 23. DRAWING 21 © 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 • www,stairways.org • 10 8311,7,4.1 Riser height. The :maximum riser height shall be 7% inches (196 mmi The riser shall be measured vertically between leading edges of the adjacent treads. PHOTO #t. The greatest riserhex �t wxthin anYfli ht DRAWING 9 0 f stairs shall not exceed the smallest by more than % inch. (9.5 mm). PHOTO 111. 42010 Stairway Manufacturers'Assadation Interpretation of IRC 2009 • www.stairways.org • 6 8311.7.7.1 Height. Handrail height, measured vertically GREATEST RISE 7- z. MINIMUM FITr'iNGS USED TG SMALLEST RISE � DEPTH ��7-W r it or finish surface of ramp i' TRANSITION ARE f 1 r Qr#Q" SAIr M STAIR 34 orches 864 min and of THE HAN L'H HT. DRAI E IS WITHIN ; A mm). PHOTO 24. ACCEPTABLE Exceptions: ' CODE LIMITS 1.`T 1r to euseofav volute, turnout or starting easing ��.. shall he allowed over the 42010 Stairway Manufacturers'Assadation Interpretation of IRC 2009 • www.stairways.org • 6 8311.7.7.1 Height. Handrail height, measured vertically from the sloped plane FITr'iNGS USED TG adjoining the tread nosing, ...--�,- FtOViDE Ct3NTlNUtI'EIS or finish surface of ramp i' TRANSITION ARE slope, shall be not less than PDQ TD FJ(CEEt3 34 orches 864 min and of THE HAN L'H HT. DRAI E more than 38 inches (965' iEIGH"I" ; A mm). PHOTO 24. Exceptions: ' 1.`T 1r to euseofav volute, turnout or starting easing shall he allowed over the i lowest OT wa?s tread. PHOTO 25 2. When handrail fittings 4 Or bendngs are used to provide continuous transition, GY, i between flights, the transition j from. handrail touardrail or 8 •s used at the start of a, flight, the hrrndruil height at the fittings, or bendings shall be permitted t0 exceed the - maximum height. DRAWING 26 4 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 • www.stairways.org • 11 J 8311.7.7.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight, DRAWING 26 (p. 11) from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. DRAWING 27 and PHOTO 28 Handrail ends shall be returned PHOTO 29 or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1'/2 inch (38 mnx) between the wall and the handrails. PHOTO 30 Exceptions:!. Handrails shall be permitted to be interrupted by a newel post at the turn. PHOTO 31 2. The use of a volute, turnout, starting casing or starting navel shall be allowed zL- 1 ___ _.. _ - ME •r 'V0% nr 1-- J SECTION 8312 GUARDS R3I2.1 Where required. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches (762 mm) treasured vertically to the floor or i lam. grade below at any point within 36 inches (914 nun) T y horizontally to the edge of the open side. DRAWING C 1 41 (P. 15) Insect screening shall not be considered as i LA a guard_. R312.2 Height. Required guards at open-sidedt t 1 walking surfaces, including stairs, porches, balconies W lei or landings, shall be not less than 36 inches (914' min) high measured vertically above the adjacent walking surface, DRAWING 42 adjacent fixed C -s S $ E C5 seating or the line connecting the leading edges of the W 1;.1 treads. DRAWING 43 T i Exceptions., 1. Guards on the open sides of stairs shall have a height not less than 34 inches(864�R� min) measured vertically from a line connecting I — __�. the leading edges of the treads.. DRAWING 43 _ _... 2. Where the top of the guard also serves as a handrail on the open sides of stairs, the top of the guard shall not be not less than 34 inches (864 mm) and not more than 38 inches ,(965 mm} pleasured vertically from a line connecting the leading edges of the treads. DRAWING. 43 0 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 • www.stairways.org • 16 ® 2010 Stairway Manufacturers'Association Interpretation �f IRC 2009 • www.stairways.org • 17 ffiihdiwils with a pertimeter greater. than . The minimum width of the handrail above the recess 04 inches (160 njm) sha11 have a graspable fin- shalt be 1'la inches (32 mm) to a maximum of 231A Per recess area on bath ,ides o. pe profile. PHOTO inches (70 mm). PHOTO 38. Edges shall have a . minimum radius of 0.01 inch (0.25 mm), PHOTO 38, TALLEST PORTION WITHIN314R3I1.7.7A Exterior wood/plasde composite FINGER RECESS handrails. Wood/plastic composite handrails shall BEGINS comply with the provisions of Section 831.7.4. WITHIN 718" OF VVIDEST PORTION ACHIEVE $116" 8311.7.8 illumination. DEPTH All stairs shall be provided with illumination in accordance with Section R303.6. The finger recce shall liegrrt within a distance of 34 rrtelt (19 rrtttt} measured vertically from the tallest 831.1.7.9 Special stairways. Spiral stairways and PQrtton c►f tine Iarofnle and achieve a depth of at least bulkhead,enclosure stairways shall comply with all. Y41:tn+eh 8 tl t i) vwtt)r nMi ascii (22 mist) below the requirements of Section 8311.7 except as specified widest portion of the profile. PHOTO 36. below. 8311.7.9.1 Spiral stairways. Spiral stairways are permitted, provided the minimum clear width at and below the handrail shall be 26 inches (660 mm) DRAWING 39 & PHOTO 40 with each tread having a 71/2 -inch (190 mm) minimum tread depth at 12 inches (914 n-itn) from the narrower edge. All treads shall be identical, DRAWING 39 and the rise shall ,be no more than 9% inches (241 tem). A minimum headroom of 6 feet 6 inches (19 82 mm) shall be provided. PHOTO 40 T his required depth shall cvnittnttr fbr tit least % inch (10 rntn to a level that is Pot less than 13K. incites (4 mm) below the tallest portion of the proftle. PHOTO © 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 - www.stairways.org • 14 CHAPTER 2 DEFINITIONS R201.3 Terms Defined in other codes, Where terms are not defined in this code such terins shall have meanings ascribed to there as in other code publications of the International CodeCouncil. IVvie In ©rder tci`assun u complete ainderstat,ding in accordance with abovrl we have listed all the stair related deftnitiotc from bout the Ilttr and theWBC (Internationalilding Cade), T'hee.definterrns appear. in italics witltrn the:drtn�t IR:C -Section 8202 Definitions FLIGHT A continuous run of rectangular treads or winders or combination thereof from one landing to another. GUARi). A buitding component or a.system of building components located near the open sides of elevated walking surfaces that minimizes the possibility of a fall from the walking surface to a lower level. HANDRAIL. A horizontal or sloping rail intended for grasping by the hand for guidance or support. NOISING. The leading edge of treads of stairs and of landings at the top of stairway flights. WINDER. A tread with nonparallel edges, STAIRWAY. One or more flights of stairs, either interior or exterior, with the necessary landings and platforms connecting them to form a continuous and uninterrupted passage from one level to another within or attached to a building, P orch or deck. IBC 1002 Definitions 1002.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein. ALTERNAT `+tGTREAD DEVICE. A device that has a series of steps between 50 and 70 degrees (0.87 and t.22 rad) front horizzitttal. usually attached to a center support rail in an atternating manner so that the user dries not have both feet on the same level at the sante time. FLIGHT..A continuous run of rectangular treads, winders or cc; nbination thereof from one landing to another. GUARD. A building component or a system of buitding components located at or near the open sides of elevated walking surfaces that minimizes the possibility of a fall from the walking surface to a lower level. HANDRAIL. A horizontal or sloping rail untended for grasping by the hand for guidance or support, NOSING. The leading edge of treads of stairs and of landings at the top of stairway flights. SCISSOR STAIR. Two interlocking stairways providing two separate paths of egress located within one stainvell enclosure. STAIR. A change in elevation, consisting of one or more Misers. STAIRWAY. One or more flights ofstairs, either exterior or interior, with the necessary landings and platforms connecting them, to form a continuous and uninterrupted passage from one level to another. STAIRWAY, EXTERIOR. A stairway that is open on at least one side, except for required structural columns, beams, handrails and guards. "rhe adjoining open areas shall be either yards, courts or public ways. The other sides of the exterior stairway need not be open. STAIRWAY, INTERIOR.. A stairway not meeting the definition of an exterior stairway. STAIRWAY, SPIRAL. A stairway having a closed circular form in its plan view with uniform sectiop-shaped treads attached to and radiating from a minimum -diameter supporting column. WINDER.. A tread with .nonparallel edges. Q 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 - www.stairways.org • 18 7-112" MIN. TREAD WIDTH 1131.1,7.9.2 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures, not part of the required building egress, providing access from the outside grade level to the basement shall be exempt from the requirements of Sections, R311,3 and 83.11,7 where the maximum height from the basement finished floor level to grade adjacent to, the stairway does not exceed 8 feet (2438 min) and the grade level opening to the stairway is covered. by a bulkhead enclosure with hinged doors or other approved means. t9 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 • www.stairways.org • 15 STIR DETAILS PART - B E7MINI. f PERIMETER Ii�INIMUM 4°' W. . 3-51$" MAXII4IJI�I 8.114" 2. Type 11. Handrails with a perimeter greater than 6!4 inc es (160mm) shall have a graspable fits-. ger rec ss area on both sides of the profile. The finger recess hall begin within a distance of/a inch (19 thin) m asurcd vertically from the tallest portion of I . T e I. #landrails with a circular cross section the pro �/t6 inch(8 le and achieve a depth of at least mm) within % inch (22 mm) below the shall have an outside diameter of at least 1 %4 inches (32 nim) and not greater than 2 inches (51 mm), widest continue ortion. ofthe.profile: 'This requtti~�t d� th shall for at leas4t 'titch (10 titre to a tevcl that PHOTO 33. if the handrail is not circular, it shall have a perimeter dimension of at least 4 inches (102 is not 1 ss than I �/ Ingle, (45 tntn)`elotr the tallest and not. greater than 6 /a tri inches (160 m) with a portion haitdrai of the profile Thi' mi;niinudi width of themm) above the recess shill be 1'/ i nches 02 tnib) maximum cross section of dimension of 2l inches (57 mm). Edges shall have a minimum radius of 0.01 to a Ina have �inUm of 23YI ittcltes:(70 ges sill inches (0.25 mm) PHOTO 34. aJ II`LUB iftim-urn radius 04 0.01 inch (0.25 tnrit). SEE RATICiIVS NEXT PAGE d 2010 Stairway Manufacturers' Association Interpretation f IRC 2009 • www.stalrways.org • 13 ® 2010 Stairway Manufacturers'Association Interpretation �f IRC 2009 • www.stairways.org • 17 ffiihdiwils with a pertimeter greater. than . The minimum width of the handrail above the recess 04 inches (160 njm) sha11 have a graspable fin- shalt be 1'la inches (32 mm) to a maximum of 231A Per recess area on bath ,ides o. pe profile. PHOTO inches (70 mm). PHOTO 38. Edges shall have a . minimum radius of 0.01 inch (0.25 mm), PHOTO 38, TALLEST PORTION WITHIN314R3I1.7.7A Exterior wood/plasde composite FINGER RECESS handrails. Wood/plastic composite handrails shall BEGINS comply with the provisions of Section 831.7.4. WITHIN 718" OF VVIDEST PORTION ACHIEVE $116" 8311.7.8 illumination. DEPTH All stairs shall be provided with illumination in accordance with Section R303.6. The finger recce shall liegrrt within a distance of 34 rrtelt (19 rrtttt} measured vertically from the tallest 831.1.7.9 Special stairways. Spiral stairways and PQrtton c►f tine Iarofnle and achieve a depth of at least bulkhead,enclosure stairways shall comply with all. Y41:tn+eh 8 tl t i) vwtt)r nMi ascii (22 mist) below the requirements of Section 8311.7 except as specified widest portion of the profile. PHOTO 36. below. 8311.7.9.1 Spiral stairways. Spiral stairways are permitted, provided the minimum clear width at and below the handrail shall be 26 inches (660 mm) DRAWING 39 & PHOTO 40 with each tread having a 71/2 -inch (190 mm) minimum tread depth at 12 inches (914 n-itn) from the narrower edge. All treads shall be identical, DRAWING 39 and the rise shall ,be no more than 9% inches (241 tem). A minimum headroom of 6 feet 6 inches (19 82 mm) shall be provided. PHOTO 40 T his required depth shall cvnittnttr fbr tit least % inch (10 rntn to a level that is Pot less than 13K. incites (4 mm) below the tallest portion of the proftle. PHOTO © 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 - www.stairways.org • 14 CHAPTER 2 DEFINITIONS R201.3 Terms Defined in other codes, Where terms are not defined in this code such terins shall have meanings ascribed to there as in other code publications of the International CodeCouncil. IVvie In ©rder tci`assun u complete ainderstat,ding in accordance with abovrl we have listed all the stair related deftnitiotc from bout the Ilttr and theWBC (Internationalilding Cade), T'hee.definterrns appear. in italics witltrn the:drtn�t IR:C -Section 8202 Definitions FLIGHT A continuous run of rectangular treads or winders or combination thereof from one landing to another. GUARi). A buitding component or a.system of building components located near the open sides of elevated walking surfaces that minimizes the possibility of a fall from the walking surface to a lower level. HANDRAIL. A horizontal or sloping rail intended for grasping by the hand for guidance or support. NOISING. The leading edge of treads of stairs and of landings at the top of stairway flights. WINDER. A tread with nonparallel edges, STAIRWAY. One or more flights of stairs, either interior or exterior, with the necessary landings and platforms connecting them to form a continuous and uninterrupted passage from one level to another within or attached to a building, P orch or deck. IBC 1002 Definitions 1002.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein. ALTERNAT `+tGTREAD DEVICE. A device that has a series of steps between 50 and 70 degrees (0.87 and t.22 rad) front horizzitttal. usually attached to a center support rail in an atternating manner so that the user dries not have both feet on the same level at the sante time. FLIGHT..A continuous run of rectangular treads, winders or cc; nbination thereof from one landing to another. GUARD. A building component or a system of buitding components located at or near the open sides of elevated walking surfaces that minimizes the possibility of a fall from the walking surface to a lower level. HANDRAIL. A horizontal or sloping rail untended for grasping by the hand for guidance or support, NOSING. The leading edge of treads of stairs and of landings at the top of stairway flights. SCISSOR STAIR. Two interlocking stairways providing two separate paths of egress located within one stainvell enclosure. STAIR. A change in elevation, consisting of one or more Misers. STAIRWAY. One or more flights ofstairs, either exterior or interior, with the necessary landings and platforms connecting them, to form a continuous and uninterrupted passage from one level to another. STAIRWAY, EXTERIOR. A stairway that is open on at least one side, except for required structural columns, beams, handrails and guards. "rhe adjoining open areas shall be either yards, courts or public ways. The other sides of the exterior stairway need not be open. STAIRWAY, INTERIOR.. A stairway not meeting the definition of an exterior stairway. STAIRWAY, SPIRAL. A stairway having a closed circular form in its plan view with uniform sectiop-shaped treads attached to and radiating from a minimum -diameter supporting column. WINDER.. A tread with .nonparallel edges. Q 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 - www.stairways.org • 18 7-112" MIN. TREAD WIDTH 1131.1,7.9.2 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures, not part of the required building egress, providing access from the outside grade level to the basement shall be exempt from the requirements of Sections, R311,3 and 83.11,7 where the maximum height from the basement finished floor level to grade adjacent to, the stairway does not exceed 8 feet (2438 min) and the grade level opening to the stairway is covered. by a bulkhead enclosure with hinged doors or other approved means. t9 2010 Stairway Manufacturers' Association Interpretation of IRC 2009 • www.stairways.org • 15 STIR DETAILS PART - B R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water - resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters Expanded metal 0it l to P p. r wad .k :y: � f Sri. pi; l- r ■■ Wcl re Ter gnat 2L 150mrn) abavefinished raU� Casing b Step flash"V adArrl divenip.I i.�u,f fIr.,i Darter flashing Edge flashing u e r SECTION R903 WEATHER PROTECTION R903.1 General. Ro f decks shall be covered with approved roof coverings secured to the building or structure in accordance with the provisions of this chapter. Roof assemblies shall be designed and installed in accordance with this code and the approved manufacturer's installation instructions such that the roof assembly shall serve to protect the building or structure. R903.2 Flashing. Flashings shall be installed in a manner that prevents moisture from entering the wall and roof thro gh joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. R903.2.1 Locations.�Flashings shall be installed at wall and roof intersections, wherever there is a change in roof slop or direction and around roof openings. Where flashing is of metal, the metal shall be corrosion resistant with a thickness of not less than provided in Table R903.2.1. Exception: Flashing i � not required at hip and ridge junctions. TABLE R903.2.1 METAL FLASHING MATERIAL MATERIAL GAGE MINIMUM THICKNESS (INCHES) GAGE WEIGHT (lbs per sq ft) Copper 0.0241 (16 oz) Aluminum 0.024 Stainless steel 28 Galvanized steel 0.017926 (zinc coated G90) 26 (zinc coated G90) Aluminum zinc Coatesteel 0.0179 26 (AZ50 alum zinc) 26 (AZ50alum zinc) � Zinc alloy 0.027 Lead 2.5 (40 oz) Painted terne 1.25 (20 oz) 8903.2.2 Crickets and saddles. A cricket or saddle shall be installed on the ridge side of any chimney or penetrate n more than 30 inches (762 mm) wide. Cricket or saddle coverings shall be sheet metal or of the same material as the roof covering. R903-2.3 Membrane flashings. All membrane flashing shall be installed according to the roof assembly manufactu er's published literature. R903.3 Coping. Par pet walls shall be properly coped with noncombustible, weatherproof materials of a width nO less than the cross section of the parapet wall. Metal in p p coping shall comply with ANSI/SPRI/ ES- or RAS 111. R903.4 Roof draina e. Unless roofs are sloped to drain over roof edges, roof drains shall be installed at each low oint of the roof. Where required for roof drainage, scuppers shall be placed level with the roof sur ace in a wall or parapet. The scupper shall be located as determined by the roof slope and contri uting roof area. R903.4.1 overflow drains and scul2l2ers. When other means of drainage of overflow water is not provided, overflow scuppers shall be placed in walls or parapets not less than 2 inches (51 mm) nor more than 4 inches (102 mm) above the finished roof covering and shall be located as close as practical to required vertical leaders or downspouts or wall and parapet scuppers. An overflow scupper shad be sized in accordance with the Florida Building Code, Plumbing. WINDOW INSTAI-L 4TI JN ( IETN®Ia A-1) U E,�T�4;ER R &ITIvE= 5,,~fRF ER , LIJR,5, 4�FL E= -FIIIII TO T�+E w NDC`, , , �3T LL—` ICN. �_F=FLI_-D OVER TH'E FACE OF Ta -;E MCUNTiN'- FL4r;GE. -- _ SE21I0IN A (IC i Iy w1 TER 5r C u . F�SHI .ti. T I� l s tiCz TC,.U'.r�.D IEEHIN. �^ulvTl\';,s 5 E ' TF-i1lF,T. E; D ^+F__ANT C r nG 01 J =L.�'v c d 5 lL tti G::1 L:SI?� � 5a, THE l..i::tic:O'.i.' Ff2-•'.t"Ic TO L I� RETC .FCN4� ��' .k g" NC'M. _ N^F C N T e. �:51r:E - N7=.RIOT CF THE <LUN,-,rW r , F ti� NSINE JUiTH �, NY cr OF 4L-4L_'T 5 �E :, - EY.TEIND 2 . PR F'a uHEG HC..E5 OR 5LOT5_ I JAMB ELAII t J.r-d1f=P' _YE '' D OF aE4LaNT (.; ) -T I,E D 4Pf'LT CONT. 5E4L TC TI -{E ,iCvNTNC3 FL_INGEy Z -T THE TCP c "ND ~`. HQF;Y HE FLNvNING 51 WNDCi: F7=ND THE ; C. 4- HE -.L E`15FED JAM15' FL:;5� ,!G�INTO FL.+. OVER E ` . `_.^ 5Hi1iCs \ PAY NEW OVER DiAcs"l-L CUT - 5EE FL Iai✓ING . T rd_ } =X _N!2F �`rl'�!.•t rii°V'[i ? ".4.'t�sNT9NG—. r rt E:,:T=-N1E ;11 tE, FL ;ENING' ~ TQ FL 'Ste' Cx /TEND J,',Ma� FL, -:.5 31.:: r";50VE RC _,CK T^P .:1."15 FLS iiNG f2 TH ,LAP CIF AT d4E 1 Y _A ( /' 5!LL FLASHING � 5`-01 _NDs.GJuBT LUIN::; C,LL 7 II 4.13T ; ­UEALTHER RES[ii AhIT DIME " I BARRIER UM 45 Dc�t�-c i:NGLE. Cr T TME S ✓ i<F'c[Gf2 }^N fi !a= CP EI CF THE 5 `IRRiE:'R jP TOP CC�NEi25 N C: tw R 0 TH=_:xTERI R INTERIOR VIELL TOP LEFT COIR OF WINDCJW 8903.4.2 one and two family dwellings, and private garaaes0 When gutters and leaders are placed on the outside of buildings, the gutters and leaders shall be constructed of metal or approved plastic for outdoor exposure with lapped, soldered or caulked joints and shall be securely fastened to the building with a corrosion resistant fastening device of similar or compatible material to the gutters and downspouts. RI. M, '...�'�r- I .as!_ I NG DETAILS N.T.S. tF r t rr` + I ` "` ,` .,..,�`1''l•^--_. C •, fiF Q r-� 1'kvi� iR� 1� i V " ,E SOT; TOM CF 5 ; f G-` tis: SINS GOES 5 E% -ENS RL 15E1 ONr- 1 Y _A ( /' 5!LL FLASHING � 5`-01 _NDs.GJuBT LUIN::; C,LL 7 II 4.13T ; ­UEALTHER RES[ii AhIT DIME " I BARRIER UM 45 Dc�t�-c i:NGLE. Cr T TME S ✓ i<F'c[Gf2 }^N fi !a= CP EI CF THE 5 `IRRiE:'R jP TOP CC�NEi25 N C: tw R 0 TH=_:xTERI R INTERIOR VIELL TOP LEFT COIR OF WINDCJW 8903.4.2 one and two family dwellings, and private garaaes0 When gutters and leaders are placed on the outside of buildings, the gutters and leaders shall be constructed of metal or approved plastic for outdoor exposure with lapped, soldered or caulked joints and shall be securely fastened to the building with a corrosion resistant fastening device of similar or compatible material to the gutters and downspouts. RI. M, '...�'�r- I .as!_ I NG DETAILS N.T.S. GENERAL NOTES: 1. All notes, drawings, details, tables, references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be furnished by those persons and/or entities with a thorough understanding of the notes, drawings, details, tables, references and specifications depicted herein, as well as a thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 and 1610 of the Florida Building Code, and/or Sections R301.1 (excluding "flood" design, unless specifically noted within these documents), R301.1.3 and R301.2.1.4 along with Tables R301.5, R301.6 and R301.7 of the Florida Building Code - Residential. The engineer's scope of work is limited to only providing the necessary analysis, drawings, details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally, the engineer's scope of work specifically excludes engineering functions delegated to others [i.e. roof and/or floor truss design, engineered wood products design (except EWP specified herein), etc.] as well as other disciplines of engineering - i.e. mechanical, electrical, plumbing, geotechnical, environmental, site (including drainage), etc. And, the engineer's scope of work specifically excludes design elements of an architectural or non-structural nature, including but not limited to egress and life safety; moisture protection, infiltration and/or resistance; resistance to wood destroying organisms ("WDO"); fire -resistance; energy efficiency, etc. The engineer further warrants that the structure depicted within these documents, to the best of his or her knowledge, complies with the applicable portions of the aforementioned sections of the code and makes no other claims, warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be responsibility of the appropriate entity - i.e. owner, architect, contractor, and/or building official, individually and collectively - to design, account for or otherwise verify as appropriate for the intended purpose. 3. The structure depicted within these engineering documents, unless specifically noted herein as otherwise, has not been designed to resist flooding or the associated effects thereof. It is the responsibility of others - i.e. owner, architect, contractor, site developer and/or building official, individually and collectively - to establish the minimum appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than the minimum prescribed by FEMA, as prescribed by FEMA and enhanced by the local controlling authority, or as prescribed by the community engineering and approved by the local controlling authority. Furthermore, the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone "V" unless these engineering documents specifically indicate the design(s) depicted herein are resistant to the potential effects of V -class flood zones. 4. The design(s) depicted within these engineering documents has/have been prepared in accordance with the applicable laws, codes, standards, rules, etc., (referenced herein) as interpreted and enforced by local authorities having jurisdiction and, further, the engineer is not aware of any errors or omissions contained within the designs) or documents, nor of any inconsistencies between the design(s) and documents and the applicable laws, codes, et al. However, should any portion of these engineering documents be found to include an error or omission, the engineer, upon appropriate notification, will correct the document(s) in a timely fashion without additional fee to the client - unless the error or omission arose from flawed, incomplete or ambiguous data provided to the engineer, which will result in additional fees due to the engineer for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision, correction or update to the engineering documents or addendum thereto. 5. These engineering documents may be used one -time -only, and only at the specific site or location identified herein. The design(s) depicted herein may not be used to execute (a) subsequent structure(s) or elements thereof, nor shall the design(s) be executed at a location other than the one site or location specified herein. 6. Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. 7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. 8. Any discrepancies between these engineering documents and the architectural drawings, site plan, survey and/or other data or information shall be reported to the engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during construction, construction should cease until such time as the discrepancies have been resolved. 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others - that include dimensions, opening locations and other specific information - which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information or for claims arising from the use thereof. 10. Unless specifically depicted within these engineering documents, the engineer has not been made aware of nor accounted for other components, elements or systems that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. 11. These engineering documents should never be scaled. Wall framing should be based on the stud table(s), specifications and/or the relevant notes provided herein. Wall framing shall not be assumed based upon the "scaled" wall width depicted on these or any other drawings, or based upon notes or references included in the architectural drawings. 12. These engineering documents include specific information of a structural nature - i.e. the size, grade, species, quantity, strength, etc. of headers, beams, columns, posts, studs, joists, rafters, sheathing, footings, reinforcing, connectors, fasteners, etc. This information supersedes information of a similar nature that may be shown on the associated architectural drawings. Add Itionally, the size, grade, species, quantity, strength, etc. of the structural elements specified herein may be exceeded or enhanced, within reason, at the discretion of the user without additional review or analysis by the engineer, unless specifically prohibited by the engineer. 13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using the documents for any purpose. If (a) pages) of the engineering documents is/are missing, illegible or otherwise unusable, obtain complete and legible documents before proceeding with intended use. 14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements of the authorities having jurisdiction over the construction and/or occupancy depicted herein. All contractors - including materials and/or labor contributors - are responsible for the means and methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws, rules, regulations, codes and standards. Under no circumstance shall these engineering documents, nor any portion thereof, be used for any purpose until a) they have been reviewed, b) they have been approved, and c) (an) appropriate permit(s) has/have been issued to execute the design(s) depicted herein by the appropriate controlling authority(ies) or their designee(s). Furthermore, all construction arising from the design(s) depicted within these engineering documents shall be inspected as required by the authority(ies) responsible for the issuancef o any permit(s) and shallpass each required inspectionbefore the construction progresses further. No Certificate of Occupancy (or similar statement of completion) shall be issued for the structure depicted within n these engineering documents, nor shallthe structure be occupied or otherwise used for any purpose, until such time as the authority(ies) having jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe, sound and In compliance with all applicable laws rules, codes etc., and consistent withthe drawings, details, tables, references and specifications depicted within these engineering documents. 15. It is the sole responsibility contractor(s) r pons bllity of the con cto (s) and labor contributors executing the design(s) depicted within these engineering documents to determine the proper erection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs, as well as insure the soundness of the structure and its sub -elements and/or components throughout the construction process. Furthermore, it is the sole responsibility of the contractor(s) and labor contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe, plumb and level structure during the construction process, until such time as all of the structural elements and components depicted within these documents are properly installed, inspected and approved. Bracing shown throughout these engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. 16. Yet-to-be-mstalled building aterials- such as board (drywall) and roof shingles or tiles - placed on the floor(s) or roof(s) of the structure depicted within these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads of the floor or roof, Unless indicated otherwise within these documents, 40#/sf for floors and 20#/sf for roofs. 17. All materials specified within these engineering documents shall be installed properly, in a workman -like manner and in accordance with the directions and instructions provided by the manufacturer, or as otherwise indicated by the code or associated product approval document. 18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code - Residential (along with the associated standards and design methodologies referenced therein) applicable at the time of the preparation of the documents. As the applicable code, standards and methodologies are routinely updated and/or supplemented, the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and enforcement agency (and subsequently used for construction) in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective date of the edition of the code, standards and/or deign methodologies referenced herein, the engineering documents shall become null and void and shall be returned to the engineer, who may subsequently be contracted to update or re-engineer the structure (as deemed applicable) to the current edition of the appropriate code, standards and/or methodologies. In no case shall these documents be used for permitting or construction more than one (1) year after their date of original issue. 19. Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such, extreme care and code -required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors, omissions and/or conflicts. However, the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability of the engineer to foresee every potential conflict, ambiguity, inaccuracy or oversight during the "paper" phase, opportunities do exist for the design to require additional effort once construction has as commenced. This, combined with the relatively low fee (relative to the cost of the structure) associated with providing the engineering services as depicted herein, causes the engineer to be unable to accept "back -charges" for errors or omissions contained within the design(s) depicted herein. 20. These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property of the engineer. For cause, upon notice, the documents shall be returned to the engineer in their entirety. Reproductions of the documents, the design(s), ideas and/or elements contained herein are prohibited without the expressed written consent of the engineer. 21. These engineering documents have been prepared for the specific site or location identified herein, as relayed to the engineer by the client. The engineer has used resources reasonably available to him, based upon the information relayed by the client, to determine the appropriate wind speed and exposure for the specific site or location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery, wind speed maps published by the local controlling authority and/or the state DCA, and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the wind speed, exposure and other design criteria shown herein to be correct and code -compliant prior to approving these documents and authorizing construction from them. The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him by the client (or others), or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. SPECIFICATIONS: WOOD FRAME WALLS 1. Unless otherwise specifically indicated within these documents, vertical wall framing (studs) may only be interrupted (i.e. broken, pieced or "platform -framed") when fully -braced by an intersecting sheathed floor system. Stairs, stair stringers and some intermediate roofs do not qualify as an "intersecting floor system" and should not be used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing (studs) shall be continuous and uninterrupted between points of lateral support. 2. All top- and shoe- or sole -plate material shall be 92 SYP lumber w/ maximum 19% moisture content. Shoe- or sole -plate material in contact with concrete or masonry shall be pressure preservative treated. 3. All vertical wall framing (studs) - including "jacks" and "trimmers" - through 2x6 shall be #2, #3 or Stud Grade SPF lumber, as indicated on the plan(s) and/or table(s), w/ maximum 19% moisture content - except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing (studs) larger than 2x6 shall be #2 SYP lumber w/ maximum 19% moisture content unless otherwise noted or specified on the framing plans and/or details. 4. All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that are specified as SYP and are also not designated as a shear -wall or portal frame wall may use SPF blocking. 5. In some instances, these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness of the wall as specified either in the stud table(s) or relevant notes. In such instances, any of the following three options may be used to resolve the conflicting thicknesses: a) The thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall; b) The adjacent wall may be furred -out to a thickness similar to that of the column so as to conceal the thickness of the column within the wall; or, c) The column and adjacent wall may remain different thicknesses and the column "wrapped" with a finish material (i.e. gypsum, etc.) and left semi -exposed into an interior space within the structure. Additionally, if none of the three aforementioned options are considered to be practical, the engineer may be contacted and requested to provide additional analysis to determine if an engineered wood (EWP) or structural steel column may be used within the allotted wall cavity. FIELD FRAMING 1. Limited elements or areas of the design(s) depicted within these engineering documents may include the label or reference "field frame" or similar. At these confined locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include stairs and/or landings, plant shelves, widows walks, radiused floors and/or walls, decorative or volume ceiling treatments and similar, non -typical construction and/or accessories. As such, the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to create his or her own design for elements or applications specified as "field framing" or similar. The design(s) and execution thereof shall be in conformance with all applicable laws, rules, codes, etc. and shall be to the executed to the satisfaction of the Building Official. SPECIFICATIONS: (continued) OTHER FRAMING 1. All structural (dimensional/solid-sawn) framing membli except as noted or specified otherwise, shall be #2 SYP lumber w/ maximum 19% moisture content. 2. All engineered wood beams shall be Trus Joist/I-Level/ Weyerhaeuser brand Microllam LVL 1.9E, or equivalent, except as noted otherwise, and shall be installed in accordance with the manufacturer's specifications, instructions and directions. 3. All engineered wood posts or columns shall be Trus Joist/1-Level/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members, as specified, or equivalent, except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built-up or pieced together to form the specified dimensions; they must be solid, one-piecem bers. Post or columns specified within these construction documents as dimensional/solid-sawn members - i.e. 4x4, 4x6, 6x6, etc. - may be replaced by a similar -size (e.g. a 5.25" x 5.25" EWP in lieu of a 6x6 SYP) engineered wood post without additional analysis or documentation required by the engineer. 4. All nailing shall be with "common" nails, except as othe wise noted. All nailing not otherwise specified within these engineered documents shall be as specified by the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place of nails or screws. 5. All engineered components, including roof trusses, floor trusses, 1 -joist, etc., shall be installed in accordance with the manufacturer's specifications, instructions and directions. 6. All sheathing shall be either APA- or TECO -rated, Epos re 1, PS1/PS2 (Structural 1 rated sheathing NOT required except when specifically identified as such). Sheathing may be either OSB or plywood, unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly blocked. Use of ply clips or similar edge support is req ired at unsupported panel edges of roof sheathing 7/16" thick when supports are spaced at greater than 16"o/c. Use of ply clips" or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32" thick when supporting tile roofs. Use of "ply clips" or similar edge support is recommended at unsupported pai iel edges of all roof sheathing, regardless of panel thickness, for improved aesthetics. Roof and wall sheathing shall not be less than 7/16" thick. Floor sheathinshall not be less than 23/32" thick, with all panel edges supported (tongue & grove or blocked). Some design loads require thicker panels; see sheathing specific ions for specific minimum panel thicknesses, required span ratings and fastening information. 7. At exterior walls clad with a stucco or an applied -stone eneer finish, the APA (www.apawood.org) recommends the use of either 15/32" thick, 32/16 span -rated sheathing (Exposure 1, PS1/PS2) or 7/16" thick, 24/16 spa -rated Structural I rated sheathing when the sheathing is installed with a vertical orientation (long axis parallel to the studs) on the wall (see Technical Bulletin T -202 for additional information). The discretion to enforce the aforementioned recommendation is at the sole discretion of the local Building Official. Do NOT use Shea hing that does not conform to the aforementioned recommendation unless you have FIRST verified the suitability of the nonconforming materials with the Build' Official having jurisdiction over the project. Failure to do so may result in the need to significantly enhance the construction of the exterior walls. 8. Metal connectors shall be Simpson brand hardware, as sl ecifled herein, and shall be installed in accordance with the manufacturer's specifications, instructions and directions. Alternates to the specified Simpson connectors may be used, provided that the alternate connectors meet or exceed the specifications of the connectors) specified and have appropriate product approval and installation instructions and directions. FOUNDATIONS, CONCRETE & MASONRY 1. The foundation design(s) depicted within these engineer' g documents has been completed in accordance with recognized standards, recommended soil design parameters and accepted engineering design procedures anis based upon the best information available at the time of their preparation. The ( desig n s) depicted herein is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the foundation components will experience movement throughout the useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage, maintenance, the construction of partitions above floor slabs, finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future performance. 2. The foundation design(s) depicted within these engineer ng documents has/have been prepared based on a relatively flat, well drained building site featuring exclusively non -expansive soil with an allowable soil bearing capacity of not less than 2,0009/sf and a design lateral load (at -rest pressure) of 604/sf per foot of depth with a level back slope. Should site conditions be adverse o- or otherwise inconsistent with the aforementioned parameters, construction shall cease immediately and the engineer shall be promptly notified of the conditions a d no further construction shall occur until the engineer has provided additional direction. 3. Backfill should not be placed adjacent to the foundation alls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor system above or otherwise properly braced or shored to prevent damage to the wall. 4. Refer to the Geotechnical Engineer's report for all soil arid/or site preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing capacity In the absence of a geotechnical engineer's report, the site and soil shall be prepared to the satisfaction of the Building Official. 5. All foundation pads depicted within these engineering d cuments shall be formed to the dimensions as indicated and substantially centered beneath the associated column or wall, unless indicated otherwise. 6. The location of steps, jogs and top -of -wall and/or top -of slab elevations are critical to foundation performance. While the location of those steps, jogs and elevation changes indicated or otherwise known to the engineer havebeen depicted within these engineering documents, it is understood that some of these items may change during actual construction. The design(s) depicted hereinan only address the proper foundation configuration as specifically depicted herein and could require additional analysis and effort should field revisions merit. 7. Extreme care should be used throughout the constructior process to prevent the movement of retaining and/or foundation walls until the completion of the structural system. It is the sole responsibility of the contractor(s) and labor contributors executing the design(s) depicted within these engineering documents to adequately shore the walls throughout the construction process to maintain the integrity of the design(s). 8. The building site shallbe cleared of all top soil and organic matter beneath the planned structure location, as well as for an additional five feet or more beyond the perimeter thereof Unless otherwise indicated, all footings and flat concrete shall bear upon non-organic, undisturbed soils compacted to a density of not less than 95% of Modified Proctor Maximum D Density (ASTM D155 for a depth of not less than two feet 24 inches 1 Dry ( below the bottom om of the. f ootin or slab; p ( ) g b, Or, upon clean GW-, GP-, SW-, and/or SP -class fills with any organic mat rials removed. Fill, as required, shall be placed atop non-organic, undisturbed soils (with the compaction thereof verified as previously referenced) and added in one foot (12 inch) lifts and each lift shall be compacted to a density of not less than 95% of Modified Proctor Maximum Dry Density (ASTM D1557). These minimumpecifications maybe exceeded or superseded by either a geotechnical engineering report specific to the buildingsite r e o at the direction of the Building Official, as deemed necessary to achieve the minimum required (2,000#/sf) soil bearing capacity,but in no case shall the site bere ared t p p o a lesser degree than that which is outlinlid herein.. 9. All concrete slabs on grade shall be no less than the thicl ness indicated on the drawings (no less than 4" nominal thickness in any instance) and be placed atop (minimum) 6mi1 polyethylene (visqueen) barrier installed i i accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 W1.4xl.4 WWM lap ped not less than 8" at edges/ends, in conformance with ASTM A-185, or Fiber-Meshreinforcement shall be used with minimum2r fiber length at a rate of 1 lb. per cubic yard of concrete, complying with ASTM C-1116. 10. Minimum compressive strength of all concrete used for foundations, slabs, etc. shall be 2,500psi at 28 days. 11. Where indicated, cores or cells of block masonry (C ) shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less than 3,000psi at 28 days. 12. Reinforcement shall be detailed in accordance with ACI 315, Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: a) Concrete cast against earth: 3" b) Formed concrete exposed to earth or weather: 11/2" c) Interior slabs, walls, etc.: 3/4" 13. All reinforcement shall be conform to ASTM A-615 an I be grade 40 (G40) unless indicated on the plans and/or details as grade 60 (G60). All longitudinal (horizontal) reinforcing in walls and footings shall be conti iuous at/around corners and intersections, and/or matching corner bars shall be used. All longitudinal (horizontal) reinforcing shall be lapped at splices a minimu of 40 bar diameters (20" minimum lap for #4 and smaller reinforcing) and all vertical reinforcing shall be lapped at splices a minimum of 25". 14. ALL - concrete operations s including but n limited of 1 mrted to ix p g design, mixing, transporting, reinforcing detailing and placing, placing, curing and testing -shall be done in accordance m with the requirements q e ents and application of AC 301 Specifications for Structural Concrete.„ 15. All masonry work shall be in accordance with ACI 530 1 ASCE 5/TMS 402 Masonry Building Code. 16. Concrete - e e masonry units shall be ASTM C90 75, Hollow Load -Bearing Concrete Masonry Units, Type I, Grade N-1, normal weight, with a minimum compressive strength of 2,000psi (fm = 1,500psi). 17. Mortar shall conform to ASTM C270 and be Type S. 18. Grout, when specified, shall conform to ASTM C-476, vith a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" and 11 ". 19. Pre -cast and/or pre -stressed lintels, manufactured by C tCrete, shall be provided over all openings in CMU walls, unless specified differently on the drawings. Lintels shall be of adequate size, strength and reinforceme for the given span and loading conditions. 20. Provide horizontal joint reinforcing in CMU walls at I�, ii vertically conforming to ASTM A82 and ASTM A167 Type 304. STEEL 1. Steel elements shall be detailed, fabricated and erected in accordance with AISC "Specification for the Design, Fabrication and Erection of Structural Steel Buildings," 9th edition. 2. Structural steel shall be ASTM A36, except as noted bel w: a) Pipe ASTM A53, Type E or S, grade b) Tube ASTM A500 3. All bolts, anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. 4. Hex nuts and couplers/couplings used fo r bolts anchor or b' ts and threaded rods shall be low carbon steel and meet or exceed c ed the capacity of the corresponding ASTM A307, A36, SAE 1018 and Grade 2 bolts. I 5. Hex nuts and couplers/couplings used for high-strength bolts, anchor bolts and threaded rods - ASTM A449 or similar - shall be heavy hex ASTM A563 grade DH. CORROSION & DECAY RESISTANCE: 1. All structural members of wood or structural composite 1 boards/lumber, joists, posts, etc. - shall be pressure presery structural members exposed to weather or in direct contact application. 2. All interior wood and wood -based members in contact w 3. All fasteners (nails, screws, bolts, etc.) less than 1/2" in di stainless steel (SS). All metal fasteners & connectors expo, with the application and/or corrosive material. The exterio exclusive use of SS connectors and fasteners. The use of al connectors and fasteners. 4. Stainless steel (SS) and zinc-plated/galvanized (i.e. Z -M, Use only zinc-plated/galvanized fasteners with zinc -plated/ 5. Regular inspection and maintenance of wood, wood -base environments or applications is essential for continued, lonl nber either exposed to weather or in direct contact with the ground or soil - i.e. deck/balcony ive treated to a level rated for the specific application. Borate -based treated wood shall not be used as/for ith the ground unless specifically rated by the manufacturer/treater and approved as adequate for the th concrete or masonry shall be pressure preservative treated to resist decay meter and in contact with pressure preservative treated wood shall be either hot -dipped galvanized (HDG) or Wd to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility use of any material treated with a pressure preservative treatment containing ammonia shall require the y material treated with the pressure preservative treatment ACZA shall require the exclusive use of SS ,X, HGD, etc.) connectors & fasteners shall not be combined. Use only SS fasteners with SS connectors. ;alvanized connectors. I and metal products used in structural applications and/or used in outdoor or other potentially corrosive -term satisfactory performance. CODES & DESIGN STANDARDS: DESIGN LOADS: Florida Building Code - Residential 2014 ROOFS WALLS incl. Windows & Duors ( ) Florida Building Code 2014 (as applicable) LIVE LOAD 20#/sf ZONE "1" INTERIOR DEAD LOAD/SHINGLES 7#/sf ASCE 7-10 DEAD LOAD/TILE 20#/sf NDS -05 DURATION FACTOR 1.25 TPI 1-07 FLOORS 20 ACI 318-05 LIVE LOAD 40#/sf WFCM-01 DEAD LOAD 124/sf (Including Cln'g Below) DESIGN CRITERIA: DURATION FACTOR 1.00 -19.48 CEILINGS/ATTICS -24.91 19.67 -21.54 1 19.67 LIVE LOAD/NO STORAGE 10#/sf (Non -concurrent) BUILDING TYPE ENCLOSED LIVE LOAD w/ STORAGE 20#/sf (Concunt) BASIC WIND SPEED 130 mph (3 sec. gust) DEAD LOAD 5#/sf EXPSOUIRE CATEGORY C WIND (12) IOdx I-1/2" BUILDING CATEGORY II LOADING PER TABLES INTERNAL PRESSURE Coe£ +0.18/-0.18 DURATION FACTOR 1.60 H16, -16S, -16-2 SIESMIC N/A 1x COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLE: WIND 130/C PITCH >6/12 ROOFS (all values negative - i.e. "UPLIFT") WALLS incl. Windows & Duors ( ) Mn. Rf. Ht. 15 AREA (in sq. ft.) ZONE "3" CORNERS ZONE "2" END/EDGE ZONE "1" INTERIOR OVERHANG OVERHANG CORNER INTERIOR END ZONES NEGATIVE POSITIVE INTERIOR ZONES NEGATIVE I POSITIVE <10 -25.85 -25.85 -22.10 -37.46 -37.64 -29.60 22.10 -23.98 22.10 20 -24.73 -24.73 -20.98 -36.34 -36.34 -27.72 21.17 -23.04 1 21.17 50 -23.23 -23.23 -19.48 -34.84 -34.84 -24.91 19.67 -21.54 1 19.67 loo -22.10 -22.10 -18.36 -33.72 I -33.72 -23.04 1 8.73 1 -20.60 1 18.73 LEGEND - (2) 2x10-2 / 3 Ill HEADER/BEAM CALL -OUT NUMBER OF KING -STUDS EACH SIDE OF OPENING NUMBER OF JACK -STUDS EACH SIDE OF OPENING SIZE OF HEADER MATERIAL (#2 SYP U.N.O.) NUMBER OF PLIES IN HEADER ALL EXTERIOR HEADERS (2) 2x6 - 1/2 UNLESS NOTED OTHERWISE ALL INTERIOR HEADERS (2) 2x6 - 1/1 UNLESS NOTED OTHERWISE "RSD" IN PLACE OF A QUANTITY OF KING -STUDS IN A HEADER OR BEAM CALL -OUT INDICATES THE SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE > LINE < --> INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER FRAMING CONNECTOR SCHEDULE CLIP, TIE or STRAP FASTENERS or NAILS 1-12.5 (5) 8d PER END H5 (4) 8d PER END H8 (5) 1 O x 1-1/2" PER END MTS12 (14) 10d or 10d x 1-1/2" TOTAL HTS20 (20) 10d or (24) 10d x 1-1/2" TOTAL LGT2 (16) 16d SINKERS TO TRUSS, (14) 16d SINKERS TO> & POST H16, -16S, -16-2 (2) 10d x 1-1/2" TO TRUSS, (10) TO>/POST MSTA12 (10) IOd TOTAL MSTA18 ___(I4) 1 O TOTAL MSTA24 (I 8) 1 O TOTAL MST37 (42) 16d TOTAL MST48 (46) 16d TOTAL MST60 (56) 16d TOTAL CS 16 (30) 8d or (26) 10d TOTAL SPH4, -6, -8 (12) 1 O x 1-1/2" HPAHD22 (23) 16d LTP4 (12) 8d x 1-1/2" TOTAL A35 (12) 8d x 1-1/2" TOTAL META20 (I 2) 1 O x 1-1/2" HETA20 (12) IOdx I-1/2" LGT2-MASONRY(16) 16d SINKERS TO TRUSS, (7) 1/4"- x 2-1/4" TITEN SCREWS TO WALL MTSM16 (7) 10d or 10d x 1-1/2" TO TRUSS, (4) 1/4"- x 2-1/4" TITEN SCREWS TO WALL H-FSM16 (8) 10d or 10d x 1-1/2" TO TRUSS, (4) 1/4"-x 2-1/4" TITEN SCREWS TO WALL H16, -16S, -16-2 (2) 10d x 1-1/2" TO TRUSS, (6) 1/4"- x 2-1/4" TITEN SCREWS TO WALL FGTR (18) IN"- x 3" SDS TO TRUSS, (2) 1/2"- x 5" TITEN HD's TO WALL STAM36 IM (8) IOd TO FRAMING, (4) 1/4"- x 2-1/4" TITEN TO MASONRY FRAMING -TO -FOUNDATION / MASONRY CONNECTOR SCHEDULE FLOOR PLANNIEW "EZ" DIMENSION: ** 3_611 ** _ �� __ - � 10 1:1 ZONE "4" - INTERIOR ZONE(S) ZONE "5" - END/EDGE ZONE(S) MAX. ON -CENTER STUD SPACING (in INCHES END-ZONEANTERIOR ZONE: WIND 130/c Mn. RE Ht. < 30' FINISH FLEX. FLEXIBLE FINISHES (NOTSTUCCO) 2x4 2x6 2x8 2x10 PLATE HEIGHT (NOMINAL) #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP 8' 241'/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 9' 24"/24" 24"/24" 24"/24" 241'/24" 24"/24" 2TV24" 24"/24" 10 12"/16" 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" II' 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 12 6"/8" 8"/12" 241724" 24"/24" 1 24"/24" 24"/24" 24"/24" 14' N.P. N.P. 12"/16" 24"/24" 1 24"/24" 24"/24" 24"/24" 16' N.P. N.P. 12"/16" 16"/16" 1 16"/24" 24"/24" 24"/24" 18.5 N.P. N.P. 8r'/811 „ 8 /12„ „ 12 /12 24"/24" /2 „ „ 24"/24" 19.5' N.P. N.P. 8"/8" 811/8" 8"/12" 24"/24" 24"/24„ 20.5' N.P. N.P. 1 6"/8" 8"/8" 8"/8" 16"/24" 24"/24" 21.5' N.P. N.P. 1 6"/6" 6"/8" 8"/8" 16"/16" 24"/24" 22.5' N.P. N.P. I N.P. 6"/6" 6"/8" 16"/16" 24"/24" MAX. ON -CENTER STUD SPACING (in INCHES END-ZONE/INTERIOR ZONE: WIND 13o/C Mn. Rf. Ht. < 30' FINISH BRIT. BRITTLE 2x4 FINISHES (STUCCO,etal} 2x6 2x8 2x10 PLATE HEIGHT (NOMINAL) #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP 8' 16"/16" 16"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 9' 12"/16" 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 10' 10"/12"10"/12" 5-1/2" 24"/24" 24"/24" 24"/24" I 24"/24" 24"/24" 11 6 /8 s /8 20 24 „ / 24„ /24 „ 24„ /24„ 24 /24 24"/24" 12' N.P. N.P. „ „ 18 /20 22"/26" 24"/24" 24"/24" 24"/24" 14' N.P. N.P. KATI 12"/12" 12"/16" 24"/24" 24"/24" 16' N.P. N.P. 6"/8" 8"/8" 8"/12" 16"/24" 24"/24" 18.5' N.P. N.P. N.P. N.P. 6"/6" 12"/16" 24"/24" 19.5' N.P. N.P. N.P. N.P. 5"16" 12"/12" 24"/24" 20.5' N.P. N.P. N.P. N.P. N.P. 8"/12" 16"/24" 21.5' N.P. N.P. N.P. N.P. N.P. 8"/8" 16/16" 22.5' 1 N.P. N.P. I N.P. N.P. N.P. 8"/8" 16/16" EXTERIOR STUDS SPACED AT GREATER THAN 16"o/c SHALL BE SHEATHED WITH MINIMUM 32" (8" NOMINAL) SHEATHING WITH VERTICAL APPLICATIONS & STUCCO FINISHES. MAXIMUM ON -CENTER STUD SPACING IS 16" WHEN USING 6" THICK WALL SHEATHING. STUDS WITH MAXIMUM ON -CENTER SPACINGS OF 6" OR 8" MAY BE DOUBLED AND SPACED AT 12" OR 16" ON -CENTER, RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED TOGETHER PER THE MULTI -PLY POST CONNECTION TABLE. NAILS / SCREWS TO FRAMING MEMBERS HARDWARE/ CONNECTOR ASTM 307 (SAE 1018) - ATR DIAMIN INT, LOCATION EXT/MONO FOUNDATIONS EMBED MIN EMBED MIN EDGE EXT/STEM WALL FOUNDATIONS CMU WALL TIE -BEAM / LINTEL MIN EMBED MIN / MAX EDl MIN EMBED I EDGE DIST (12) 16d ABU -44, -66 5/8" 5-1/2' 1 2 3" 12" 1-3/4" / 6" N/A MEASURED FROM THE LOWER SLAB ELEVATION (10) 16d /EACH LTT20B & DTT2 1/2" (EA) 4-1/4'w/ MIN 2-1/2" SPC'G 5-1/2" 4" w/ 2-1/2" SPC'G 2" w/4" SPC'G 12" 1-3/4" / 6" 12" C.L. w/ MIN 3" SPACING (22) 10d SINGLE MGT 5/8" 5-1/2" 5-1/2" 3" 12" 1-3/4" / 6" 12" C.L. 2x (22) 1 O DOUBLE MGT (2) 5/8" 5-1/2" 9-1/2" 3" 12" 3-1/2" / 4" 12" C.L. (I 8) 16d SINGLE HTT16/4 5/8" 5-1/2" 7-1/2" 2" 12" 1-3/4" / 6" 12" C.L. 2x (18) 16d DOUBLE HTT16/4 (2) 5/8" 5-1/2" 7-1/2" 4" 12" 3-1/2" / 4" 12" C.L. 2x (18) 16d TANDEM HIT 16/4 (1) 5/8" 5-1/2" 9-1/2" 5" 15" 1-314" / 6" N/A (32) 16d Sinkers SINGLE =22/5 5/8" 5-1/2" 9-1/2" 2" 15" 1-3/4" / 6" N/A 2x (32) 16d Sinkers DOUBLE HTT22/5 (2) 5/8" 5-1/2" 9-1/2" 5" SEE PLAN N/A (20) Y4'^ x 2-1/2" SDS SINGLE HDU8 7/8" 8" 8" 3" 13-1/2" 3-1/2" / 4" 13-1/2" C.L. 2x (20) Y4"- x 2-1/2" SDS DOUBLE HDU8 (2) 7/8" 8" 13-1/2" 3" 13-1/2" 3-1/2" / 4" 13-1/2" C.L. (30) %"- x 2-1/2" SDS SINGLE HDU11 1" 9" 15" 1-3/4" SEE PLAN N/A 2x (30) )a"- x 2-1/2" SDS DOUBLE HDU( l (2) 1" 15" 15' 4" SEE PLAN N/A (36) y"- x 2Y2" SDS SINGLE HDU14 1" 9" 15" 3" SEE PLAN N/A 2x (36) r/4'- x 2Y2" SDS DOUBLE HDU14 (2) 1" 15" 15" 4" SEE PLAN N/A (16) 110d HGT2, HGT3 (2) 3/4" 7" 11-1/2" 3" SEE PLAN 11-1/2" C.L. (16) 10d HGT4 (2) 3/4" 7" 9" 3" SEE PLAN 11-1/2" C.L. O 'n of lilmuffilillown M n 0 ric uvuNU- ana-rxArvrrNtriU-VUUNr)AUUN LUNNEI:IUKS,UHEUUL11NUIES- GUARDRAILS, HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF -111 1) USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FORATR-TO-FOUID_ CONNECTIONS U.N.O. (POSTS, BALUSTERS, ETC.) SHALL BE COMPRISED OF EITHER A PROPRIETRAY SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVALS) 2) ALL DIMENSIONS (ROD DIAMETER, EMBEDMENT, EDGE, ETC.) ARE IIIINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA -LICENSED PROFESSIONAL 3) "DOUBLE" HOLD-DOWNS REQUIRE MINIMUM 8" SPACING BETWEEN ATR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE. THE 4) EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE EXTERIOR FACE OF THE FOUNDATION, CURB OR PRODUCT APPROVAL REP 1 CMU WALL TO THE <OF THE ATR ANCHOR DESIGN CRITERIA SHALL � i%1PLIANCE 5) MIN. EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOCATIONS ONLY IF THE MIN. EMBEDMENT IS .b TO CONSTRUCTION. MEASURED FROM THE LOWER SLAB ELEVATION �' r ®F i ATLANTIC 6) ALL PARTS / MATERIALS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS & BEACH DIRECTIONS SEE PERMITS FOR ADDITIONAL 7) ALL NAILS SPECIFIED ARE "COMMON" SIZES U.N.O. 8) MINIMUM ROD SIZE/GRADE, EMBEDMENT &EDGE DISTANCE SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN ON THIS CHART REQUIREMENTS AND CONDITIONS 9) MINIMUM EDGE DISTANCES OF 4" OR MORE REQUIRE MINIMUM 6" WALL FRAMING 10) MINIMUM 8" SPACING BETWEEN META- or HETA- ANCHORS U.N.O. 11) MINIMUM 1-1/2" EDGE DISTANCE FOR TITEN SCREWS �r u��D +; E E $ a� i • 12) MINIMUM 4" EDGE DISTANCE FOR TITEN HD's - iii THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE REV DENTIS OREPHD1l1'1 N 1 - 2 - 3 - 4 - The CASTILLO Group_% I 1. -.1" a . A Florida Corporation Designers M117 1 Engineers 11 6550 Roosevelt Blvd. � - r .. Jacksonville, FL 32244`'' y . (9o4) 68o-62'79 �r{.'-'� FL CoA No. 321137 Q 0�6 z QW) � �F a =q 4-iiii `n o �P4 v P -i �:) V) Ln o 0 �iiiiiiiiiiiiiiiii� O , 0 QW)P-iiiiii ,� rSli U aw1i . � Ii Q.) > C)-iiii1 44 �:) E C/i Q o �; v w �:� I 0 Ill a � a =o 9 W v - z �� �iiiiiiiiiiiiiiiiiiii C/� 4� 0 ,� OZ.ii QQ. H ��hx Q�C� w 0 C) > �� ���, z_v �Tl = .11 9 P4 z Q � >.i .l �iiiiiiiiiiiiiiiiiiiiiii F.l P4 U q W (DeZ_-� U ,4 P4� -ill ow DESIGN MEB DRAFT MEB CHECKED EA W SCALE N. T. S. DATE 11.8.2097 JOB NO. 17-146 SQ. FT. .. �,fy, �%% ' �, .l• off 'Al,;,' �,\ C SVS 0 ,illi . I nn Ho1§ei-,*� ��`''I�ineer� = w FL 'ce o. 6 1 . . al ,%-0%,I T j4L+6 I 4 I� 14 " %% IrI1tII% SHEET CIS 1 of 4 C r ALL PORCH PADS TO BE (a, 34'-10" SLAB LEVEL: 24"x24N16" W/ 17'-11" 16'-11" 344'S BOTH WAYS — ---------I---------- —I -� ST J1 G 1 I - ALL PORCH PADS TO BE A EMBED CAST -IN-PLACE I 1 I SLAB LEVEL: STRAP PERT/STI L --^--- -__--- J 24N24NIVW/ 19'-11" 344'S BOTH 34'-10" R FER TO ARCH. P ANS REFER TO ARCH. PLANS WAYS --REFER TO TYP. INTERIOR WALL SPECIFICATIONS ON DETAIL A/STI & (1) #4 CONT. 8„MIN SHEET SL 1 FOUNDATION PLAN W/ IN 3” OF TOP. 1 5 1/2" WIDE CONC. SILL TOP AT 'S1 3/1611 — 1,-O" #4 VERT. @ MAX. 32" O/C; MAIN SLAB LEVEL. EXTEND TO WITHIN 2" TO TOP -TO -GARAGE FLOOR VARIES; 3" OF TOP, AND TO 3" TO 5" MAX. 12" HEIGHT x MIN. 8" OF FOOTING BOTTOM. WIDTH X .:..I 4" CONC SLAB W/ 6x6x10/10 WWF N OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL t - (2)#4 CONT. -� j - _ _-_ .I - 16 I --- ---- l - - i ---Illi ----' a LOAD BEARING STEP DOWN A PORCH/GA. S1 NOT TO # ALE !4 RODS AT MAX. 6-0"o/c. (1) MSTA12-18-24 @ EA. #2 SPF 2X STUD TO HDR TOP PL.___ CONTINUOUS HDR PER PLAN. 1 WINDOW OPENING i� (1) SP4-6 OR SSP (0, EA. #2 SPF 2X STUD TO SILL PL. AS SHOWN WINDOW OPENING ��MIN. 3PLY #2 SPF 2X STUDS REFER TO DETAIL C/S I — — — — — —.— — — — — — — — — — — — — — — — — — — — — J I - --- - --- ,I ,I 1 II II II I LL �J NL - -- ----tom -- - - - --- -- — ,-_ -- II i - -- - - - - - I I r - ---- j l j I I I I I I I I I I I I I I I ! I I I I I I I I I I I I 1 I I I I r _ -- - -- I I I I i I I I I _ U I I I I I I I I I I I I I I I I I - = - --L-1-1- --- -- P03,- RAFTERS — ---- -_ RAFTERS I I I -------------- F_ —� I I I I REFER T I I I i I I I I I I ST2 EACH WEB MEMBER OF ALL RAFTERS 2 ST2 I I STS 2x6 @ 24"o/c U.N.O. E ST2 II I z I 1 I I_ I � I I ILS @ CIELING JOISTS TO CLUSTER (4) .13 I1 i 200 K� 12 'f T-------- ------------ I I I I 'I, ST2 1 ! I f H8 @ EACH RAFTER TO PL. Rp ER I 1 I I I 8/10 I ! IF -------- I I I ----- ----- —� I ----T- ------- ----i r—_j i I I 4" CONC. SLAB REINFORCED W/ EITHER I 11 I I 6x6 10/10 WWM OR FIBER MESH ON 6 MIL ST2 I I VAPOR BARRIER OVER CLEAN, I I 2 I fOo I I COMPACTED FILL. SEE ARCHITECTURAL I 12 I I DRAWINGS AND SPECIFICATIONS FOR I I I INSECT AND DECAY RESISTANCE ST2 I I CONSTRUCTION PRACTICES. PROCESSES I AND TREATMENTS TO MEET APPLICABLE I i I II I CODE REQUIREMENTS. I I � 0 I I L— � Iii 1 1 I Y T 1 I ST2 I 1 1 I I�� I I ST2 I I I 1 0" 1'-10" 16'-7" I -2" 2'-0" Le 4'-4" 42" 10'-5" I 147 'i 12 f 00 ST I I I I I I rl 2 I I ST2 I I I °i I I I I I I I I 1 `; I ( ------ — — — — — I 1------ ----- N F - -1 I I I I i I I I I 12 o I ! I I I r871 0 I I I I ----- - I ST2 I ------ ----- ----1—� I ! 8110 'o L— I I I ST2 ( ST2 I I 1 I I ! I I I ' I 1 ------ ---- I r � I I I I ST2 — — -- - - I I I I I I I I I I 1 i i I I I I 8/10 1 I I I I 1 I ST2 ST2 I I I 1 I I I I I I I I A I 6S12 q1S ST2 2 ! 1_ I-----1 ST2 ST2 II I------- I1I ---- ---- -- _�-----l— --� — ---------I---------- —I -� ST J1 G 1 I - ALL PORCH PADS TO BE A EMBED CAST -IN-PLACE I 1 I SLAB LEVEL: STRAP PERT/STI L --^--- -__--- J 24N24NIVW/ 19'-11" 344'S BOTH 34'-10" R FER TO ARCH. P ANS REFER TO ARCH. PLANS WAYS --REFER TO TYP. INTERIOR WALL SPECIFICATIONS ON DETAIL A/STI & (1) #4 CONT. 8„MIN SHEET SL 1 FOUNDATION PLAN W/ IN 3” OF TOP. 1 5 1/2" WIDE CONC. SILL TOP AT 'S1 3/1611 — 1,-O" #4 VERT. @ MAX. 32" O/C; MAIN SLAB LEVEL. EXTEND TO WITHIN 2" TO TOP -TO -GARAGE FLOOR VARIES; 3" OF TOP, AND TO 3" TO 5" MAX. 12" HEIGHT x MIN. 8" OF FOOTING BOTTOM. WIDTH X .:..I 4" CONC SLAB W/ 6x6x10/10 WWF N OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL t - (2)#4 CONT. -� j - _ _-_ .I - 16 I --- ---- l - - i ---Illi ----' a LOAD BEARING STEP DOWN A PORCH/GA. S1 NOT TO # ALE !4 RODS AT MAX. 6-0"o/c. (1) MSTA12-18-24 @ EA. #2 SPF 2X STUD TO HDR TOP PL.___ CONTINUOUS HDR PER PLAN. 1 WINDOW OPENING i� (1) SP4-6 OR SSP (0, EA. #2 SPF 2X STUD TO SILL PL. AS SHOWN WINDOW OPENING ��MIN. 3PLY #2 SPF 2X STUDS REFER TO DETAIL C/S I — — — — — —.— — — — — — — — — — — — — — — — — — — — — J I - --- - --- ,I ,I 1 II II II I LL �J NL - -- ----tom -- - - - --- -- — ,-_ -- II i - -- - - - - - I I r - ---- j l j I I I I I I I I I I I I I I I ! I I I I I I I I I I I I 1 I I I I r _ -- - -- I I I I i I I I I _ U I I I I I I I I I I I I I I I I I - = - --L-1-1- --- -- P03,- RAFTERS — ---- -_ RAFTERS 1 2 2nd FLOOR STRUCTURAL PLAN s1 3/1611— 11-011 SWI REFERENCE DETAIL F/STI OSB 3"/12" 8D'S W/ (1) s"DIA. THREADED ROD ASSEMBLY @ EACH END. _ -- _j CONVENTIONALLY STRAP ALL SECOND , FLOOR ROOF BEARING WALLS TO BEAMS / HEADERS BELOW PER DETAIL A/ST1. TOP PL.'S. PER DETAIL A/STI 3/4"DIA.x4 1/2"L. SDS - SCREWS @ 32" O/C I I SHOE PL. i TRUSS PARALLEL TO SHOE PLATE SSFS OR SPH4-6'S @ 32" O/C WALL SHTN'G PER A/STI SSP'S OR SPH4-6'S @ 32" O/C -ROOF DECK c WALL DETAIL S1 SWI REFERENCE DETAIL F/STI OSB 3"/I2" 8D'S W/ (1) s"DIA. THREADED ROD ASSEMBLY @ EACH END. DETAIL BISI i WALL ANCHORAGE LEGEND 5/8" DIAMETER "THREADED ROD ASSEMBLY w/ 7-1/2" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 3 "x3 "x %" ROUND HOLE WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. 2' DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/ 6" OEMBEDMENT AND 2" EDGE AT FOUNDATION AND 3"x3"x10ga. SLOTTED WASHER (+ FENDER WASHER) ATOP UPPER -MOST TOP PL. ASSEMBLY. g" TO 1-" DIAMETER HYBRID THREADED ROD ASSEMBLY. 2" DIAMETER ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION, w/ 2 -to -g REDUCING COUPLING TO g" DIAMETER FULL -HEIGHT THREADED ROD w/ 2"x2"xs" WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. • A" DIAMETER THREADED ROD ASSEMBLY w/ 4" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 2"x2"xi" WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. i F -. *RODS AT MAX. 6'-24/c.__ - - - - - - - - - --- SW2 REFERENCE DETAIL F/STI OSB 3"/12" 8D'S W/ • RODS AS SHOWN -- -(T} 112"DIS THREADED RI DASSEA_ L,` -__ - - EACH END & 2"DIA. STUBBIES @ 24" O/C. -' N(kn 1) 112"DIA. TH _E. - ROD ASSEMBLY A 00 N - EACHEND & 2'DIA. -- _ N +, STUBBIES @ 24" O/C. Q = C N N 1 00 N �' 0 U O 0 U_ ;I II N •--+ - -- Li SW2 REFERENCE - - —DETAIL F/STI- -- -- -- — --- = 06 is OSB 3"/12" 8D'S W/ N 'rA (1) 1/2"blA. THREADEQ F07 - --ROD ASSEMBLY-@ - - - - - -..— - - EACH OqD & 2"DIA - -STUBBJE-S @ 24"-O/C� I i lc:) FRAME WALL CONTINUOUS -- --- (2)H S20's aR ( ) MSTA-- 4's LL L FROM - - FOUNDATION @ TRUSS FGOI-TO-MIN. TO BOTTOM 4ply #2 SPF 2x4 POST w/ (1) CHORD OF _ - HTT5PO T @ S BASE TO - - -- - - _ ROOF TRUSS. �. ^. A. T.R.. --- __I FG02 USE #2 SPF 2x6 LEDGER FOR TRUSSES A06 2 FLOOR-- --- - FASTENED TO-16"o/c () - - I JOISTS AT ! SWl STUDS w/ (5) .131x3 GUN "r = _-- @ MEMBE--- -- - 1� RENCE NAILS R. DE AX. 24 O/C AIL F/ST1- I OS '� 3 "/12" I ii II USF #2 SYP 2x W/ ° --- - IC14VI LEOGERFORIII �(1) �'l2 DIA.,OR JOISTSI REFERENCE " o FA _ - FLOOR FASTENED @ RO d ---DE-TAIL-PST-1 EACH TRUSS OSB 3"/12" 8D'S W/ AS�MBLI' (1) 1/2"DIA. THREADED d i 1 I 13 3 (NAIL @ F�; CH END ¢ _-IMOD AS ,� - -- & - DIA. QT„ STI�bBIES @ EACH END & Z DIA. d 24" p/C. * --- STUBBIES @ 24" OIC. -- I ----REFER TO * DETAIL B/S1 j: N - - - 2x6 -C T INSIDE F2 1w I SID B SE FACE) ">k�' TO DETAIL SWB REFER To DETAIL SWB simp -_- i; *IIO(33/4xl RTA * 3ERIOR FACE —SWB SW EXTERIOR FACE) I' 1 TO DETAIL SWB - � #2 SYP 2x12 REFER TO DETAIL SWB iiFL 02 I Y AO 3 (1) MTS 12, (1) LUS210 OR (1) JOISTS OOAT USE #2 SYP 2x12 LEDGER FOR FLOOR JOISTS FASTENED @ EACH __�� ___._ii �__-.i 4�3)iI � � _ � � LUC210Z @ EA. FLOOR JOIST MAX. 24 O/C TO LEDGERMEADER. 16" O/C VERT. WEB OF TRUSS F19 I W/ (3) i"DIA.x3 i"L. SDS SCREWS. EMBED CAST -IN-PLACE 2 2x12 ATACH TO BM W/ (3) ROWS OF STRAP PER T/STI .131"x3" NAILS SPACED 16" O/C. 3 I A FLOOR STRUCTURAL PLAN s1 3/1611 — 11-011 OFFICE COPY THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 MEB8, 21.2017 2 - 3 - 4 The CASTILLO Group A Florida Corporation - Designers Engineers 655o Roosevelt Blvd. Jacksonville, FL 32244 (904) 68o-6279` FL CoA No. 321-17 0 V n• V 1 V O o •� r`\j V 1 r 1 W � v W � o DESIGN MEB DRAFT MEB CHECKED EA W SCALE N. T. S. DATE 11.8.2017 JOB NO. 17-146 SQ. FT. NA 1b1i#' ynn N1�r��� . P fQ-es. 1inoineef cens ko„ 1621 ,3, A �+ 5AA OSE T P1�, xtol SHEET 2 of 4 REFER T DETAIL CIS 1 USE #2 SYP 2x8 LEDGER FOR CONVENTIONAI FRAMING NOTES - -- ROOF RAFTERS ALL MATERIAL FASTENED @ W2 SYP U.N.O. EACH WEB MEMBER OF ALL RAFTERS 2 6 @ 24"o/c U.N.O. TRUSS CO3 W/ (5) ALL CIELTNG JO .131"0" NAILS. STS 2x6 @ 24"o/c U.N.O. E - z (5).13 1x3" TOEN ILS @ RAFTERS TO TRUSS CO3 I_ (5) .131x3" TOEN TRUSS CO3 ILS @ CIELING JOISTS TO CLUSTER (4) .13 "X3" NAILS @ INTERSECTION OF EA. CIELING JOIST TO ROOF RAFTER. 'I, SIl (1) H2.5A, H5 OR H8 @ EACH RAFTER TO PL. Rp ER 1 2 2nd FLOOR STRUCTURAL PLAN s1 3/1611— 11-011 SWI REFERENCE DETAIL F/STI OSB 3"/12" 8D'S W/ (1) s"DIA. THREADED ROD ASSEMBLY @ EACH END. _ -- _j CONVENTIONALLY STRAP ALL SECOND , FLOOR ROOF BEARING WALLS TO BEAMS / HEADERS BELOW PER DETAIL A/ST1. TOP PL.'S. PER DETAIL A/STI 3/4"DIA.x4 1/2"L. SDS - SCREWS @ 32" O/C I I SHOE PL. i TRUSS PARALLEL TO SHOE PLATE SSFS OR SPH4-6'S @ 32" O/C WALL SHTN'G PER A/STI SSP'S OR SPH4-6'S @ 32" O/C -ROOF DECK c WALL DETAIL S1 SWI REFERENCE DETAIL F/STI OSB 3"/I2" 8D'S W/ (1) s"DIA. THREADED ROD ASSEMBLY @ EACH END. DETAIL BISI i WALL ANCHORAGE LEGEND 5/8" DIAMETER "THREADED ROD ASSEMBLY w/ 7-1/2" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 3 "x3 "x %" ROUND HOLE WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. 2' DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/ 6" OEMBEDMENT AND 2" EDGE AT FOUNDATION AND 3"x3"x10ga. SLOTTED WASHER (+ FENDER WASHER) ATOP UPPER -MOST TOP PL. ASSEMBLY. g" TO 1-" DIAMETER HYBRID THREADED ROD ASSEMBLY. 2" DIAMETER ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION, w/ 2 -to -g REDUCING COUPLING TO g" DIAMETER FULL -HEIGHT THREADED ROD w/ 2"x2"xs" WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. • A" DIAMETER THREADED ROD ASSEMBLY w/ 4" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 2"x2"xi" WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. i F -. *RODS AT MAX. 6'-24/c.__ - - - - - - - - - --- SW2 REFERENCE DETAIL F/STI OSB 3"/12" 8D'S W/ • RODS AS SHOWN -- -(T} 112"DIS THREADED RI DASSEA_ L,` -__ - - EACH END & 2"DIA. STUBBIES @ 24" O/C. -' N(kn 1) 112"DIA. TH _E. - ROD ASSEMBLY A 00 N - EACHEND & 2'DIA. -- _ N +, STUBBIES @ 24" O/C. Q = C N N 1 00 N �' 0 U O 0 U_ ;I II N •--+ - -- Li SW2 REFERENCE - - —DETAIL F/STI- -- -- -- — --- = 06 is OSB 3"/12" 8D'S W/ N 'rA (1) 1/2"blA. THREADEQ F07 - --ROD ASSEMBLY-@ - - - - - -..— - - EACH OqD & 2"DIA - -STUBBJE-S @ 24"-O/C� I i lc:) FRAME WALL CONTINUOUS -- --- (2)H S20's aR ( ) MSTA-- 4's LL L FROM - - FOUNDATION @ TRUSS FGOI-TO-MIN. TO BOTTOM 4ply #2 SPF 2x4 POST w/ (1) CHORD OF _ - HTT5PO T @ S BASE TO - - -- - - _ ROOF TRUSS. �. ^. A. T.R.. --- __I FG02 USE #2 SPF 2x6 LEDGER FOR TRUSSES A06 2 FLOOR-- --- - FASTENED TO-16"o/c () - - I JOISTS AT ! SWl STUDS w/ (5) .131x3 GUN "r = _-- @ MEMBE--- -- - 1� RENCE NAILS R. DE AX. 24 O/C AIL F/ST1- I OS '� 3 "/12" I ii II USF #2 SYP 2x W/ ° --- - IC14VI LEOGERFORIII �(1) �'l2 DIA.,OR JOISTSI REFERENCE " o FA _ - FLOOR FASTENED @ RO d ---DE-TAIL-PST-1 EACH TRUSS OSB 3"/12" 8D'S W/ AS�MBLI' (1) 1/2"DIA. THREADED d i 1 I 13 3 (NAIL @ F�; CH END ¢ _-IMOD AS ,� - -- & - DIA. QT„ STI�bBIES @ EACH END & Z DIA. d 24" p/C. * --- STUBBIES @ 24" OIC. -- I ----REFER TO * DETAIL B/S1 j: N - - - 2x6 -C T INSIDE F2 1w I SID B SE FACE) ">k�' TO DETAIL SWB REFER To DETAIL SWB simp -_- i; *IIO(33/4xl RTA * 3ERIOR FACE —SWB SW EXTERIOR FACE) I' 1 TO DETAIL SWB - � #2 SYP 2x12 REFER TO DETAIL SWB iiFL 02 I Y AO 3 (1) MTS 12, (1) LUS210 OR (1) JOISTS OOAT USE #2 SYP 2x12 LEDGER FOR FLOOR JOISTS FASTENED @ EACH __�� ___._ii �__-.i 4�3)iI � � _ � � LUC210Z @ EA. FLOOR JOIST MAX. 24 O/C TO LEDGERMEADER. 16" O/C VERT. WEB OF TRUSS F19 I W/ (3) i"DIA.x3 i"L. SDS SCREWS. EMBED CAST -IN-PLACE 2 2x12 ATACH TO BM W/ (3) ROWS OF STRAP PER T/STI .131"x3" NAILS SPACED 16" O/C. 3 I A FLOOR STRUCTURAL PLAN s1 3/1611 — 11-011 OFFICE COPY THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 MEB8, 21.2017 2 - 3 - 4 The CASTILLO Group A Florida Corporation - Designers Engineers 655o Roosevelt Blvd. Jacksonville, FL 32244 (904) 68o-6279` FL CoA No. 321-17 0 V n• V 1 V O o •� r`\j V 1 r 1 W � v W � o DESIGN MEB DRAFT MEB CHECKED EA W SCALE N. T. S. DATE 11.8.2017 JOB NO. 17-146 SQ. FT. NA 1b1i#' ynn N1�r��� . P fQ-es. 1inoineef cens ko„ 1621 ,3, A �+ 5AA OSE T P1�, xtol SHEET 2 of 4 7/16" STRUCTURAL I -RATED OSB MAY BE USED I.L.O. 15/32" EXPOSURE 1 -RATED. SHEATHING THICKNESS & ATTACHMENT SCHEDULE WIND RNHE .1-EATHIN1 �WL-I- SHEATHING* SHEATHING OR STRUCTURAL (supported @ 24" O/C MAX.) (supported @ 16" O/C MAX.) SPEED & TORQUE NUT ABOVE WASHER TO 30-35 8d RING SHANK NAILING MIN. THICKNESS (SPAN INDEX) 8d COMMON NAILING '" EXPOSURE MIN. THICKNESS (SPAN INDEX) INT PERIMETER/ HORIZONTAL ERT APP. W/ VERT APP. INT END A35'S W/8dX1 hr!L , SHTN'G (IN TO HDR.). ZONE END ZONES APPLICATION UT STUCCO W/ STUCCO ZONE ZONE CONNECTORS REQ'D w WDOD*Tie ROD FLOOR LEVEL - WHICHEVER IS LESS. PROVIDE FULL 7/ 1 G" 7/ 1 G" 1 5/32" 6"/ 1 2" 611/ 1 2" ONS AS .131x3" TOE- OR END -NAILS ON MIN. ONE PLATE. I PLAN. TRUSS TO > (24/ 1 G) (24/ 1 6) (32/ 1 G) SPECIFIED ON STRUCTURAL PLAN. THED STRAPS) ARE NOT PROPERLY 115 < 132 mph 7/ 1 C" 011 1 211 C"/6" supparte TO HEADER. 2x6 HDR. USE (6) NAILS, 2x8 & MIN. THICKNESS (SPAN INDEX) 8d COMMON NAILING EXP B, C, & D (24/ 1 G) I 1 , HORIZONTAL ERT APP. W1 VERT APP. INT END WHEN WINDOW DOESN'T ATTACH I 1 COUPLER w/ MIN. %" "' TO MULTI -STORY NAILS, 2x12 &ENG. TO HEADER. 2x6 HDR. USE 1'. THREAD ENGAGEMENT U -- -- --- --) BUILDINGS ONLY. APPLICATION UT STUCCO W/ STUCCO ZONE ZONE (6) NAILS, 2x8 & 2x10 ROD. (OPTIONAL, p�p * E pBtDDED STRAPS MUST SIZE & CONNECTION(S). 1 5/32" 1 5/32" 1 9/32" 611/ 1 211 61,/6„ AT INDEX) APA- OR TECO -RATED WOOD*Tie RODS - X"dia. - --- ' '---_------_-- - --'-T �� - - - - - EACH END OF WA (32/ 1 6) (32/ 1 6) (40/20) (12) NAILS.. _- •• MIN. WALL SHEATHING & • BLOCK ALL PANEL EDGES 8d RING SHANK PER R803.2.3.1 OF '10 FBC-R: MIN. 0.113" OMINA S ANK i NAILING MAY BE OVERRIDDEN OF WALL SHEATHING. N L H d a., RING dia. 0.012 OVER SHANK dia., 16-20 BY REQUIRED SHEARWALL RINGS PER INCH, 0.280"dia. FULL ROUND HEAD, MIN. 2" LENGTH. NAILING (SEE F/ST1). ROOF SHEATHING PER SEE P/ST1 FOR BOTTOM CHORD TABLE, W/ PLY CLIPS BRACING REQUIREMENTS. (4) .131x3" TOE -NAILS @ EA. TRUSS/ ••• MIN. 19/32" RAFTER -TO-TOP PL IN ADDITION TO ENGINEERED TRUSSES OR (40/20) *TH TILE CONNECTORS) SPECIFIED IN SCHEDULE CONVENTIONAL (SOLID -SAWN) ROOFING, UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & FRAMING. SEE PLAN, LAYOUT OR NOTED OTHERWISE. RAFTER BEARING POINTS. SSMING. D DELEGATED TRUSS -TO PL CONNECTORS ENGINEERING FOR TYPE, SIZE & ORIENTATION OF MEMBERS, E CCE P. i1 !, R,U � �' p � :, S,1 , - - ' 1:__...� I TPI .,E-: (2) 2x( ) #2 SYP TOP PL.. FASTEN PLIES TOGETHER w/ (2) ROWS .131x3" NAILS @ ,. , ! oiE i 1) S Id,C :CREW 12"o/c, STAGGERED, w/ MIN. 24" LAPS / MIN. (12) .131x3" NAILS IN EA. LAP. SPH4-6-8 0 MAX 32"o/c 0 PL. -TO -STUDS - NOT REQ'D WHEN USING WOOD*Tie L N;A11I_S T� 1 P i✓i_ A TF I'IC- a QIUIRED ANCHORING RODS PER DETAIL B/ST1 TYPI AL EXTERIOR WALL 2x( ) #2 SYP SHOE PL. w/ (2) ROWS OF .131x3" 0 12"o/c, STAGGERED. MIN. 23 23/32" APA- OR TECO -RATED EXTERIOR STUD WALL SPECIFICATIONS II II T&G DECKING (24"o/c STURD-I-FLOOR) w/ II II SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING. 6"/6"o/c 10d NAILING & APPROVED II CO TRUCT[ON ADHESIVE. _ - _ - MATCH SIZE, GRADE & _ - - _ _ L` --- - QUANTITY OF ALL 2nd r\ --- TYPICAL INTERIOR BEARING WALL III! .� 4 r. . II 7- FLR STUD COLUMNS w/ INT. LOAD-BEARING STUD WALL SPECS II BLOCKING IN FLR SYS. //; i/ EXCEPT AS NOTED ON STRUCTURAL PLAN(S) AND w/ 1st FLR-LEVEL , \, \ / ,' " ; EFFECTIVE PL. HT. FT ALLOWABLE STUD ';-, __ __ __ STUD COLUMN U.N.D.. TO 8 -1 1 8 2x4 SG SPF STUDS ®16 0 _ _ _ (� - To 12 -1 t s zxa 2 SPF sruDs 16" o INTERMEDIATE FLOOR SYSTEM - To ts'-7" 2x6 2 SPF STUDS 0 12" 0 ( APPLICABLE TO MULTI -STORY BUI I I ro 2r-�" 2x6 2 SYP STUDS 0 12" 0 II II ONLY. SEE PLAN, LAYOUT, OR ATTACH 2nd FLR STUDS TO 1st ASSOCIATED DELEGATED ENGINERING FOR II II FLR �(/I jl TYPE, SIZE & ORIENTATION OF MEMBERS, STUDS (OR BEAMS) w/ CS16 STRAPS YY BRACING, BLOCKING & INSTALLATION (28" + DEPTH OF FLR SYS. IN LENGTH) DETAILS. @ MAX. 32"o/c w/ (11) 1Od/END, SEE SCHEDULE FOR CENTERED ON FLR SYS., TYPICAL, INT. MINIMUM WALL STUD & EXT. WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & USING WOOD*Tie ANCHORING RODS PER SPACING - DETAIL B/ST1 TYPICAL, U.N.O. FASTEN EXT. WALL SHEATHING PT 2x( ) #2 SYP SHOE PL.. TO TOP PL, SHOE PL. & RIM or SPH4-6-8 @ MAX 32"o/C @ RIBBON w/ PRESCRIBED "EDGE NAILING" PL -TO -STUDS - NOT REQUIRED SIZE/SPACING. WHEN USING WOOD*Tie ANCHORING RODS PER DETAIL B/STI. WITH 4" BRICK VENEER EXTERI FINISH, ADD CORRUGATED GALV. BRICK TIES @ 24"o/c Hi & 16"o/c VERT. BRICK TIES MUST 1/2"dia X 7" EMBEDMENT BE FASTENED THRU SHTN'G TO CAST -IN-PLACE "J" BOLTS OR WALL STUDS. 1 /2"dia X 6" EMBEDMENT EPDXIED ALL -THREAD RODS w/ WALL SHEATHING PER TABLE 2"x2"x1/8" WASHERS @ 24"o c. SEE SILL PL. SHEAR CONNECTOR MONOLITHIC -STYLE FOUNDATION SCHEDULE ON S-SHEET(S) SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. APPROVED FOUNDATION TYPES/STYLES. A TYPICAL ONE- & TWO-STORY WALL DETAIL STl NOT TO SCALE - - - -,_ ___ -- -- - ---- -- LOW-CARBON STEEL NUT FOR "O A � - /� _ ABOVE ROUND "FENDER" WASHER ABOVE I - CONNECTE�MO WALL 3"x3"x9/64" SLOTTED STEEL WASHER..- •! I1 -, -_ PER STRUCQTURAL ROD TO BE POSITIONED SO THAT SQUARE - / DETAILS. WASHER CAN BE TOTALLY SUPPORTED BY TOP PL. �� �K j - -- „ , "INDEX" SHEATHING 1/4" FROM I - EDIATE AND 6'0% (EXT. WALLS) or BOTTOM OF SHOE PLATE FOR SILL PLATE 4'0% (INT. WALLS) MOISTURE PROTE TION AN T " , C D O " SHEAR CREATE OVERLAP ONTO DOUBLE CONNECTORS - THEREAFTER. SEE DETAIL F ST1 FOR USE AT ENDS OF PLATE � TOP OF WALL. SEE TABLE FOR i? H SHEAR W L OUTSIDE FACE OF SHEATHING TO I APPROVED v AL SEGMENTS. BE "FLUSH" W/ SLAB EDGE. 1 FASTENERS AND I : -- - SPACING. [ i - ----- - I -- -- N - - SIMPSON "AT" (ACRYLIC TIE) ~ r II z 2 -PART EPDXY, INSTALLED ° I FOUNDATION - PER MANUFACTURER'S J I i MONOLITHIC -STYLE INSTRUCTIONS. _ FOUNDATION SHOWN m t- ! FOR CLARITY, SEE w J � _ SHEET ST2 FOR Z I- APPROVED FOUNDATION H- `Q TYPES/STYLES. <c MIN. 2' EDGE I DISTANCE I SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON S -SHEETS FOR SI - - O LL PL. TO FOUNDATION ACHORAGE WHEN USING WOOD*Tie RODS. B WOOD*Tie DETAILS & SPECIFICATIONS I ST1 NOT TO SCALE -_ - _ --- - 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP MIN. 7/16' THICK WALL WINDOWS, w/ (2) .131x3" TOE -NAILS PER END. i SHEATHING OR STRUCTURAL HEADER, ADJACENT TO W �� SHEET -SIDING w/ (1) ROW OF 8d TORQUE NUT ABOVE WASHER TO 30-35 SPH4-6-8 CONNECTORS NAILS 0 3"o/c AT TOP OF - FOOT-POUNDS AT TIME OF INSTALLATION SHTN'G (IN TO TOP >) AND AT ,LAX ri}' PL*N• I \ (AFTER EPDXY CURES). ' "; ,, I 6.' 10" ; 6 �' R" A35'S W/8dX1 hr!L , SHTN'G (IN TO HDR.). NO *ATR MAXIMUM OUT -OF -PLUMB • STAGGERED, PLY. 10d NAILS ® I ADDITIONAL >-TO-HE DER TOLERANCE: Ya` PER FOOT OR 2' PER 1 1 4 OFF / • • 1 5 CONNECTORS REQ'D w WDOD*Tie ROD FLOOR LEVEL - WHICHEVER IS LESS. PROVIDE FULL UPLIFTS <1,000#. FOR HIGHER SEGMENTS 15 LONG: (1) Jri"dia WOOD*Tie ROD SHEATHING C OVERAGE UPLIFTS USE CONNECTIONS AS ONS AS .131x3" TOE- OR END -NAILS ON MIN. ONE PLATE. I PLAN. TRUSS TO > RAL ,LIPS TO ** IF THE INDICATED EMBEDDED O KING -STUD TO HEADER. 2x10 HDRS. USE (9) NAILS, NAILING INTO TOP PLATE SPECIFIED ON STRUCTURAL PLAN. THED STRAPS) ARE NOT PROPERLY 2x12 &ENG. WOOD HDRS. PER A/STI. q�� g E W OOTYPE' CORNER O CAST -IN-PLACE, THEY MAY BE USE (12) NAILS. j TO HEADER. 2x6 HDR. USE (6) NAILS, 2x8 & .131x3" TOE- OR v -- - -� - - WINDOW HEAD -APPLICABLE ONLY I 1 , INTERMEDIATE FLOOR 2x10 HDRS. USE 9 END -NAILS 0 KING -STUD LOW -CARBON STEEL I SYSTEM - APPLICABLE WHEN WINDOW DOESN'T ATTACH I 1 COUPLER w/ MIN. %" "' TO MULTI -STORY NAILS, 2x12 &ENG. TO HEADER. 2x6 HDR. USE 1'. THREAD ENGAGEMENT U -- -- --- --) BUILDINGS ONLY. DIRECTLY TO HEADER. SEE TABLE FOR 2x12 & ENG. WOOD FROM EACH WOOD*Tie h WOOD HDRS. USE 24" WOOD HDRS. USE (12) (6) NAILS, 2x8 & 2x10 ROD. (OPTIONAL, p�p * E pBtDDED STRAPS MUST SIZE & CONNECTION(S). I LOCATE AS REQ'D) BE INSTALLED w/ ADDITIONAL I NAILS.. , AT INDEX) APA- OR TECO -RATED WOOD*Tie RODS - X"dia. - --- ' '---_------_-- - --'-T �� - - - - - EACH END OF WA WALL SHEATHING w/ 3"/12"o/c " A307 THREADED STEEL RODS (1) MSTA-SERIES STRAP (12) NAILS.. _- "ATR" LOCATED AT ----� . --_ - - INTERMEDIATE WINDOW HEAD - ASSEMBLY &COR ER POST EDGES w/ 2x BLOCKING. CORNERS, EACH SIDE OF 0 EACH ACK-ST DUSO ASSEMBLY. ROD ®CORNER MAY BE INSTALLED TO (1) STHD14/-RJ CONNECTOR OPENINGS LARGER THAN 6' "INDEX" SHEATHING 1/4" FROM I - EDIATE AND 6'0% (EXT. WALLS) or BOTTOM OF SHOE PLATE FOR SILL PLATE 4'0% (INT. WALLS) MOISTURE PROTE TION AN T " , C D O " SHEAR CREATE OVERLAP ONTO DOUBLE CONNECTORS - THEREAFTER. SEE DETAIL F ST1 FOR USE AT ENDS OF PLATE � TOP OF WALL. SEE TABLE FOR i? H SHEAR W L OUTSIDE FACE OF SHEATHING TO I APPROVED v AL SEGMENTS. BE "FLUSH" W/ SLAB EDGE. 1 FASTENERS AND I : -- - SPACING. [ i - ----- - I -- -- N - - SIMPSON "AT" (ACRYLIC TIE) ~ r II z 2 -PART EPDXY, INSTALLED ° I FOUNDATION - PER MANUFACTURER'S J I i MONOLITHIC -STYLE INSTRUCTIONS. _ FOUNDATION SHOWN m t- ! FOR CLARITY, SEE w J � _ SHEET ST2 FOR Z I- APPROVED FOUNDATION H- `Q TYPES/STYLES. <c MIN. 2' EDGE I DISTANCE I SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON S -SHEETS FOR SI - - O LL PL. TO FOUNDATION ACHORAGE WHEN USING WOOD*Tie RODS. B WOOD*Tie DETAILS & SPECIFICATIONS I ST1 NOT TO SCALE -_ - _ --- - 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP MIN. 7/16' THICK WALL WINDOWS, w/ (2) .131x3" TOE -NAILS PER END. dA;li,!.iM _E'AN/ PENING FOR - SHEATHING OR STRUCTURAL HEADER, ADJACENT TO I'.IVEN WALL HEIGHT SHEET -SIDING w/ (1) ROW OF 8d 2" TOP PL. - PER CALL SPH4-6-8 CONNECTORS NAILS 0 3"o/c AT TOP OF OUT ON STRUCTURAL @ TOP PL. -TO -HEADER SHTN'G (IN TO TOP >) AND AT ,LAX ri}' PL*N• I MAX. 32"o/c. BOTTOM OF SHTN'G (iN TO HDR.). F-- - 5 -G" 4 6" 4 2" 6 J 131 X 3" TOE a _LS NO ADDITIONAL PL. -TO -HEADER 6.' 10" ; 6 �' R" A35'S W/8dX1 hr!L , SHTN'G (IN TO HDR.). NO CONNECTORS REQ'D w/ TRUSS • STAGGERED, PLY. 10d NAILS ® I ADDITIONAL >-TO-HE DER OUTSIDE CORNER OF II 1 1 4 OFF / • • 1 5 CONNECTORS REQ'D w UPLIFTS <1,000#. FOR HIGHER GARAGE, I STAGGERED, < OF 2x6. 0 . UPLIFTS <1,000#. FOR HIGHER SEGMENTS 15 LONG: (1) Jri"dia WOOD*Tie ROD 131x3" TOE- OR UPLIFTS USE CONNECTIONS AS ONS AS .131x3" TOE- OR END -NAILS IJ I ; I PLAN. TRUSS TO > RAL ,LIPS TO ** IF THE INDICATED EMBEDDED O KING -STUD TO HEADER. 2x10 HDRS. USE (9) NAILS, END -NAILS 0 KING -STUD SPECIFIED ON STRUCTURAL PLAN. THED STRAPS) ARE NOT PROPERLY 2x12 &ENG. WOOD HDRS. � - _ _ _ _ _ _ _ _ _ 1 I \ q�� g E W OOTYPE' CORNER O CAST -IN-PLACE, THEY MAY BE USE (12) NAILS. j TO HEADER. 2x6 HDR. USE (6) NAILS, 2x8 & .131x3" TOE- OR REPLACED BY THE FOLLOWING: 4"o% WINDOW HEAD -APPLICABLE ONLY (1) HTT22 ** (1) MSTA-SERIES STRAP 0 2x10 HDRS. USE 9 END -NAILS 0 KING -STUD SW1 EACH JACK -STUD TO WHEN WINDOW DOESN'T ATTACH ® KING -STUD TO HEADER. (1) HTT5 OR (1) PHD6 HEADER. 2x10 HDRS. USE NAILS, 2x12 &ENG. TO HEADER. 2x6 HDR. USE NAILS, 18" STRAPS, 2x12 & ENG. DIRECTLY TO HEADER. SEE TABLE FOR 2x12 & ENG. WOOD l HDRS. WOOD HDRS. USE 24" WOOD HDRS. USE (12) (6) NAILS, 2x8 & 2x10 .T{� p�p * E pBtDDED STRAPS MUST SIZE & CONNECTION(S). WOOD*Tie ANCHORING RODS /16" THICK (MIN.) (24/16 SPA BE INSTALLED w/ ADDITIONAL I NAILS.. HDRS. USE (9) NAILS, 2x12 & ENG. WOOD HDRS. USE AT INDEX) APA- OR TECO -RATED PC. OF #4 REBAR PER - --- ' '---_------_-- - --'-T �� - - - - - EACH END OF WA WALL SHEATHING w/ 3"/12"o/c " SIMPSON INSTRUCTIONS. ** V (1) MSTA-SERIES STRAP (12) NAILS.. OF 8d NAILING, EXCEPT WHEN NOTED. BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF I ----� . --_ - - INTERMEDIATE WINDOW HEAD - ASSEMBLY &COR ER POST EDGES w/ 2x BLOCKING. STHD14 AT CURB WALL I 0 EACH ACK-ST DUSO ASSEMBLY. ROD ®CORNER MAY BE INSTALLED TO (1) STHD14/-RJ CONNECTOR DTL 2 ST2) ( / LOCATIONS. EITHER 11 APPLICABLE w/ DETACHED - F POST ASSEMBLY. JACK -/KING -STUD ASSEMBLY- TO -FOUNDATION & 0 CORNER MAY BE USED AT ! 12" STRAPS, 2x8 & 2x10 WOOD*Tie ANCHORING RODS, PE POST ASSEMBLY -TO- NON -CURB WALL D (TL I TRANSOM(S) ONLY. SEE TABLE 11 FOUNDATION. (MAY BE USED 1/ST2) LOCATIONS. HDRS. USE 18" STRAPS, DETAIL B/STI, EACH SIDE OF FOR SIZE & CONNECTION(S). 2x12 &ENG. WOOD HDRS. EACH OPENING, WITHIN 2" OF USE 24" STRAPS. JACK -/KING -STUD ASSEMBLY. JACK- & KING-STUD(S) (1) SPH4-6-8 CONNECTOR PER CALLOUT ON IN LE JACK -STUD TO STRUCTURAL PLAN. HOE PL. USE (1) LTT208 @ DOUBLE JACK -STUDS TO INTERMEDIATE SHEAR WINDOW SILL - SEE TABLE FO SIZE & CONN C E TION(S). FOUNDATION. USE (1) HTT16 ®TRIPLE {OR MORE) FASTENERS P R SI E LL PL WINDOWS AND () -7 JACK -STUDS TO SHEAR CONNECTOR SCHEDULE - _ _ - _ _ _ __ _ _1L _- _ _- ._ _ _ OOR(S) SHALL B FOUNDATION. ON S-SHEET(S). _ --- -; -- �' ATTACHED TO APPROPRIATE FRAMING MEMBERS j ANCHOR BOLTS PER IN ACCORDANCE DETAIL A/STI, TYP. WITH APPLICABLE MANUFACTURER'S INSTRUCTIONS & DIRECTIONS. WOOD*Tie ANCHORING RODS TRADITIONAL METAL CONNECTORS CONNECTORS :'TEPI R. WALL O E I G H .: DEP OF „L 1 ' u ' PH. - SURE -- -- MA;XII,"UM AH /ej PENING FOR �- ---- MEMBE�. GIVEN W,4LL HEIGHT COFJNECT!Ofd REQUIRED REO'D - AT ENDS J0. 2. SP 8 , u` 10' 11' ' 1-2X4 5'-11" 5'-3" 5'-0" 4 'O' 4-0.131 X 3" TOE hI,,L Z 2X4 8'-4" T--11" 7'-0" 7' 2" C' "C' b-0.131 X 3' TOE L, - �„ _ 1-2X6 P' 8" 8 _ 7'-9" 5" - 6-0.131 X 3' TOE NAILS �. - 9 . .. W-5. i �X6 N i2'-4" 11'-8" 11'-0" 10'-6" .0 1 .Z A„�S W.8dx1 >1"' NAIL_ - v: - *>: F,.IDR WALE UrENING Ht,4DER OR SILL ,:.. IvFH, E/P' tfRE C. R I MAXIMUM SPAN/C_,PENING FOR MP C,CF' GIVEN WALL HEIGHT 'I CON ' UTiON REQUIRED �. F,T ENDS r, ;� _ F' N 8" 1 ^' 1 N - - >'.4 5'-0" n, 14-G :;, X 3 TOE NAIL11 v, � -- --- ------ -- --------'------- I -.... _4 r / I - Z 7X' - / C / 1 b I h 1--2X6 I -4" 5 i1" - 5' _" TIE O 1 , X 3 TOti !JAILS -- • -- _-2X6 1;7'--5 L 6' '/8JX. IvAiLS EXT R, ).n L 1 1!I t' A.' ER OR SILL 15C MPI1 E POS -URE D- - -__ MtMBER dA;li,!.iM _E'AN/ PENING FOR - --- - RE Q'D C I'.IVEN WALL HEIGHT CONNECFJN REUJRED - a F _ND S ;, Z SPF 0 1' TECO -RATED WALLS I w/ (1) ROW OF 8d N �„ o -2X4 4' 2' 3 3'-0" 1 2 4 0131 X, 3" TOF t,A___ 2 2X4 6'-2" I 6' 5 J" 1 4'-6" 4 �" 6 0".31 X 3' TOE NAL.S ZY.6 6' F-- - 5 -G" 4 6" 4 2" 6 J 131 X 3" TOE a _LS _Y E j '3' o" 6.' 10" ; 6 �' R" A35'S W/8dX1 hr!L TYPICAL OPENING FRAMING DETAIL - U.N.O. ST1 NOT TO SCALE - -- - - - I LL. WOOD*Tie RODS) �- I - -- - - - - - LENGTH OF CS16 STRAPPING w/ MIN. (10) 1od DOORS) SHALL BE INTO EACH PLY OF SILL & HEAD(ER), EXTEND JI 7- ATTACHED TO HORIZONTALLY ACROSS STUD ASSEMBLY & I APPROPRIATE FRAMING I BLOCKING, CONTINUOUS TO CORNER, FILLING ALL MEMBERS IN HOLES w/ 10d. (TYP - 4 STRAPS 0 HEADIER) & ACCORDANCE WITH ** MAY USE PA51 or -68 STRAPS LLO. STHD's (2)2x0 BLOCKING (TYP). MATCH SIZE I * AT STEM -WALL APPLICATIONS. ATTACH TO I _ - 4 STRAPS ® SILL) OF ADJACENT FRAMING (STUDS). Ti ANCHORING RODS APPLICABLE MANUFACTURER'S FRAMIr�G w/ 2 16d or (26} 10d ** I. -u -. * 7� _ INSTRUCTIONS & TRADITIONAL TAL CONNECTORS HEADER PER STRUCTURAL PLAN I I I A' SEE DETAIL C/ST1 FOR (VERTICAL) H TYPI ,,AL GARAGE DOOR OPE R I SGS FRAMI G DETAIL - U, , 0, - _-- _ _- -T_.- - .J I HEADER -TO -STUD STRAPPING ST1 _., . . SPECIFICATIONS. T SCALE _-. .. I .1 , F_ ------- - - --- 1 - -. - - _ AT EXTERIOR DECKS, DGER1-3/4 Width Pieces: SWg I SHALL MATCH JOIST D=PTH (MIN. I1 * Minimum of (2) rows of 12d (3-1/4") nails @ 12" o/c. it 1 '2x8) AND BE ATTACH D TO EACH II * ' I APPLIED TO FRONT SIDE OF WEB I 1 I I CONTINUOUS LATERAL ' BRACE QUANTITY AND LOCATION DEFINED BY TRUSS ENGINEER. 1 CONNECT TO EACH TRUSS MEMBER W/(2) NAILS -� - - - ---- I k II 11 II I I II !I II (1) DIAG. BRACE OVER MIN. (4) TRUSSES APPLIED TO BACK SIDE OF 1 II WEB. CONNECT TO EACH TRUSS WEB 'I W/ (2) NAILS. INSTALL DIAG. BRACES ,, O EACH END OF CONT. LATERAL BRACE LINES & 0 MAX. 20' INTERVALS BETWEEN ENDS. `\ I , �/ 1�it t MULTIPLE TRUSSES FOR TRUSSES 0 24" O/C MAX IF LATERAL BRACE MUST BE MADE OF MORE THAN ONE PIECE, DO SO BY OVERLAPPING AT LEAST 2 TRUSSES i! 'I`'� 2nd FLOOR WALL HALL SHEATHING - ABOVE IEE TYPICAL WALL FASTEN FLOOR >ECTTIO {I STI) FOR DECKING (PER A/STI) ,1DDITIONA L SPECS NAIL THROUGH A.P.A, RATED SHEATHING Minimum of (3) rows of 12d (3-1/4) Halls ®12 o/c for 14 & i I I ! I I TO LATERAL BRACE W/ t 16"o/c (MAX) VERT. AMING w I: 4 10d COMMON NAILS INTO FRAMING W/ 8d AT 3. O.C. AT ALL / I deeper. I I Y4'dia. SDS -SCREWS - 3" LONG IF * Noiled connections re uire an additional row of nails when nail size T -BRACE FASTENED TO 2x4 PLANK ORIENTED { ) EDGES AND INTO EACH PLY OF EACH q DOUBLE INTERIOR PLATE, 12" O.C. DIRECTLY ATTACHED T FRAMING, M is smaller than specified above min. 0.128"X3" . WEB W/ .131x3" a 6" , LATERAL BRACES ®24" I I 3-1/2" LONG IF ATTACHED '� * Nail from BOTH SIDES of 3- I members ) I 0 C. T -BRACE TO BE 0 C TOP AND BOTTOM. 2x4 DIAGONAL ELSEWHERE. p y / , / W I h lk j W THROUGH SHTN'G. Q 3-1/2" Width Pieces AND 4-p 1-3/4" Width Pieces: 12" I SAME SPECIES AND FASTEN TO FLOOR TRUSS BRACE ® 24" 1 FOR OTHER UPLIFT HARDWARE AND W _ 1. > * GRADE AS WEB TO BE - ---- --- I Minimum of (2) rovJ;;'a•" /2" bolts ® 24" o/c stag ed T W/ (3) 10d COMMON j _- --- O/C, DIAGONAL I CONNECTIONS, SEE TYPICAL WALL G 2x STUDS 12" I BRACED. SIZE OF MEMBER TOE -NAILS. BRACES TO BRACE TO I ! SECTION AND TYPICAL HEADER /� / AS SPECIFIED BY TRUSS I 12x10 LDG ' �I- PER TABLE. 12" I, EXTEND INTO FLOOR LATERAL BRACE I EWS -,�/ i DESIGN ENGINEER(MIN. SYSTEM (1) BAY. W/ (3) 10d FRAMING DETAIL. / 1 I I \. LATERAL BRACE LOCATION 1 `--- �/; „ 1X4). COMMON NAILS (2)2x( ) HEAD AT DOUBLE INTERIOR O - ! , AND SILL I' I #2 SYP LEDGE FASTENED TO 16"o/ I ��= i y "; ON BOTTOM CHORD TO AT EACH END SILLS/PLATES/BLOCKING, NAIL FIRST TRUSS -TO -LEDGER j I `. MATCH BRACE LOCATION I I TYP I I (MAX} STUDS w/ .1 1x3" GUN NAILS EA J /% I I I ! I j ( ) PLATE TO SECOND PLATE W/ (2) ROWS STUD -EXTEND TO ST D BEYOND LAST TRUSS. CONNECTOR \, / I , r j' ON TOP CHORD. a I 1 12d COMMONS AT 8" O.C. SPECIFIED I X. I I I' <; ',,:,;. _ -;- . _ . 4 SIDE PANEL HEIGHT TO I , ENG NEERS ,.fie �/ 4 j I I I �( I_ WIDTH REQUIREMENTS I I I I , I; j INTERMEDIATE FLOOR I h ft MIN. w 2,. ,1- '` I... j� / I 1 I ( SYSTEM f I Rv# 0-1176..........2x6 w 5 NAILS ®EACH STUD. % BOLTS : NAILS II. I I z e 7' 2'-1" ' - I ! I I 6' 1'-8 1 2" Rv# 77 1241.....2x8 w/(8) NAILS ®EACH STUD. TI X TRUSS WEB REQUIRING BRACING. I ! CEILING LINE I I i 5' 1'-5" - EC 0 OF ULTIPLE PLYSOF ,1 Q �I I 4' 1'-2 1 2" 1 I LEDGE DETAIL sT1 SCL BEAMS U.N.O. / I' I I /� 1 ST1 �' I -- or -To _-ALE---- ------- -- - - ---- - -----Nor To sCALE--- - -- - - FLOOR E D G E -- __ - - - -- - -- - --- - _ - 1;1 - - = T, - - ' -- - TRUSS ON PARALLEL END WALL (NOTE: ! I ROOF/FLOOR RIBBON ON FLOOR TRUSSES NOT SHOWN 11 (1) HTT5 TO ATR (TYP). HEIGHT -LIMITED TRUSSES I ; FOR CLARITY.) APPLICATIONS MAY USE, LL.O. EACH ROOF/FLOOR SH ATHI C� (2) #2 SPF 2x4 0 EA. CORNER SINGLE TRUSS HTT5, (1) PHD6 OR (2) PHD2's. IF I I.L.O. 4x4 POST. (3) #2 SPF 2x4'S I FOOTING (SEE TYPICAL WALL SECTION) PHD2's ARE USED, MATCH HTT4 ATR --__ = � ®CORNERS DIRECTLY BENEATH I L- -- - --- __ _ - -- SPECS. IF OVER 1st (FLOOR EA(3ply 2X4 #2 SPF LEDGE �� BEAM WHEN 6x6 IS REQ'D. BRACING NOTES: STRAP TD BEAM w I I 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. END POSTS REQUIRED). w/ (4) .131 X 3" T HTT16 & 5/8"0x5-1/2" EMBED EPDXIED ALL THREAD ®EACH 2• BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS EACH INTERSECTING 3 131x3" 11 - -- - DETAILS PRODUCED BY THE TRUSS ENGINEER. E S WB - SPECIAL SHEARWALL DETAIL TRUSS MEMBER - I I {) ' 1 1 -, ,. ___ OR ALTERNATIVE AS SHOWN ON I NAILS 0 EACH I; - -- - --_ 3. ALL FASTENERS SHOWN ARE .131x3" NAILS. I ST1 NOT TO SCALE USE WHEN BOTTOM I I - - STRUCTURAL PLAN. I. -i TRUSS OR - j ! 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. CHORDS ON LEDGER TO 5. REFER TO SCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. DIFFERENT HEIGHTS BLOCKING. II -- ON OPPOSITE SIDES 1 BEAM -STRAP PER N/ST1 LION - - OF WALL 7/16" A.P.A. OR TECO RATED 11 SHEATHING W/ 6"/12"o/c 8d 2x4 #2 SPF BLOCKING O I -j (4) .131x3" TOENAILS 11 I NAILING - 4 SIDES R PERMANENT ROOF & FLOOR LATERAL BRACING FROM EDGE OF % EACH BLOCKING 5" < 24" o C. REDUCE i� I j ; ST1 NOT TO SCALE _, TO TOP PLATE OF I A SPACING TO 16" o c OR , / (3F:AM ABO SHEATHING/POST EXTERIOR WALL. PL VE -- SW2 AND 12" o/c FO ; -. _ -- - - -- - - - - - i i - _ - __ SW1. - _ = = - " - I T -- - " i I - - ! ** WHEN THE HORIZONTAL DISTANCE FROM THE x4 # OVERHANGS 6 „ ®24 o c W --- -- % / PEAK OF GABLE TO THE EAVE OR SEAT OF THE S W (TYPE) I _ EXTERIOR ALL i TRUSS IS LESS THAN THE MfNIMUM ON -CENTER {1) H5 ®EACH OUTLOOKER TO TOP I ! MIN. 7/16" THICK (24/16 SPAN INDEX) APA- OR I- _ SPACING INDICATED FOR THE "X" -BRACING, A CHORD OF GABLE TRUSS OR END BUILT UP OR BOXED COLUMN MAY �F SINGLE "X" -BRACE AT THE PEAK MAY BE USED WALL TOP >. , TECO -RATED WALL SHEATHING ATTACHED TO I DETAIL TO BE OLLOWED AT ALL LOCATIONS WHERE USED IN LIEU of 4x4 OR 6x6. ( ) -OVERHANGS 16"-> 24", 16"0% 11 AND THE OTHER OFF-PEAK "X" -BRACES MAY FRAMING MEMBERS &BLOCKING PER TABLE BELOW. EXTERIOR WAL RUNS BETWEEN TWO PARALLEL TRUSSES. LI BE OMITTED AT THE CONTRACTOR'S S DI CRETION. I BLOCK ALL UNSUPPORTED PANEL EDGES W MIN. L BOX D TAI / / E COLUMN DE L ** 2x4 BLOCKING. I 2 H5 ®EACH OUl7_OOKER TO TOP K TRUSS BLOCKI G D TAI sT1 NOT To SCALE O 2 I MIN. STUD END P i1 E L FASTEN ALL ROOF SHEATHI G CHORD OF GABLE TRUSS OR END p y OST (PER , , , FA TEN ALL ROOF SHEATHING T T 11 _ N O O C LE 2x4 BLOCKIN ALL TOP >. S G AT ALL ROOF _ i T1 sTRuc I TURAL PLAN) ®EACH END OF I SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS w 8d 11 I / ALL SUPPORTS w/ 8d OR ATT 4'-0" OF GABLE WALL. NAILS ® 4"o c 2x 2 SYP BLKN'G B • ACHMENT OF POST PLY'S. ------- -__ _: __ _ __-- _ _- _.__. _ 1 I -_ -- - 1 i-- - _ _ -- ----------- _- � / # T�WN NAILS ®4 o c SHEAR -WALL U.N.O.. SEE DETAIL D-ST1 !r , KING -STUD ASSEMBLY WOOD TIE ROD PER AT OPENINGS MAY SERVE B/STI I AS END POSTS AT SHEAR -WALL ENDS I! II I I 11 I Ii I HOLD-DOWN AT EACH - INTERMEDIATE SHEAR OF SHEAR -WALL, PER EN y FASTENERS, PER DETAIL ASSOCIATED TABLE. A/STI TABLE, TYP. I I- -� ---I - 1------ IL , INTERMEDIATE SHEAR FASTENERS, PER SILL > SHEAR CONNETOR SCHEDULE ON S-SHEET(S)_ OOD TI A H I TRDTN L MTL CONNECTORS W e NC OR NG RODS EXTRA ROD REQ. FOR SHEAR -WALL HOLD DOWN IN ADDITION TO ANY RODS USED FOR UPLIFT. 7/16" THICK (MIN.) 04/16 SHEAR -WALL DESIGNATION I SPAN INDEX) APA- 0 HEADER, ADJACENT TO Engineers ' {3) ROWS OF TECO -RATED WALLS I w/ (1) ROW OF 8d N EATHING TOP > -PER CALL ILS 0 1 "MIN. OUT ON STRUCTURAL SPH4-6-8 CONNECTORS AT ` (1) ROW OF 10d NAILS ®8" iv a ! 3"0% AT TOP OF SH G (IN TO -� PLAN. TOP >-TO-CORNER P05T ASSEMBLY AND ®TOP � • 10d NAILS • • O.C., STAGGERED TOP > AND AT BOTT � ) 1 M OF I I >-TO-HEADER ®MAX. 32"0%. (1) ROW OF 0 4" O.C. • AS SHOWN, EA , SHTN'G (IN TO HDR.). NO NAILS @ ii TO TOP OF TOP • STAGGERED, PLY. 10d NAILS ® I ADDITIONAL >-TO-HE DER OUTSIDE CORNER OF II 1 1 4 OFF / • • 1 5 CONNECTORS REQ'D w TRUSS GARAGE, I STAGGERED, < OF 2x6. 0 . UPLIFTS <1,000#. FOR HIGHER SEGMENTS 15 LONG: (1) Jri"dia WOOD*Tie ROD 0o WITHIN 3/4" 2 1 $" UPLIFTS USE CONNEC II SPECIFIED ON STRUC ONS AS .131x3" TOE- OR END -NAILS OF CENTERLINE OF 2x4 I PLAN. TRUSS TO > RAL ,LIPS TO ** IF THE INDICATED EMBEDDED O KING -STUD TO HEADER. 2x10 HDRS. USE (9) NAILS, I BE ATTACHED TO SHE THED STRAPS) ARE NOT PROPERLY 2x12 &ENG. WOOD HDRS. ' q�� g E W OOTYPE' CORNER O CAST -IN-PLACE, THEY MAY BE USE (12) NAILS. j • • GARAGE. REPLACED BY THE FOLLOWING: 4"o% • (1) HTT22 ** (1) MSTA-SERIES STRAP 0 COL. BELOW w/ 1st FLOOR HOLD-DOWN AT BASE .131x3" TOE- OR E'D-NAIL SW1 EACH JACK -STUD TO I ® KING -STUD TO HEADER. (1) HTT5 OR (1) PHD6 HEADER. 2x10 HDRS. USE 1 1/2" 1 1/2" 2 1 5/8" 2x10 HDRS. USE (9 NAILS, 18" STRAPS, 2x12 & ENG. w/ 3"x3%)/4" 2x12 & ENG. WOOD l HDRS. WOOD HDRS. USE 24" USE (12) NAIL S .T{� p�p * E pBtDDED STRAPS MUST I *TYPICAL CONNECTIONS 0 STUD SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL WOOD*Tie ANCHORING RODS /16" THICK (MIN.) (24/16 SPA BE INSTALLED w/ ADDITIONAL I COLUMNS JACK -TO -KING STUD SHEATHING -TO -POST W/ MIN 8d's ® 12" 0/C OR GYPSUM -TO -POST W/ SSE CORNER POST ETC PER DETAIL B/ST1 AT INDEX) APA- OR TECO -RATED PC. OF #4 REBAR PER * MIN 5d's 0 4" 0 C. IF MORE THAN 3 PLY'S ARE USED, CONNECT EACH SPECIFIED NAILING REQUIRED FOR / IFIED EACH END OF WA WALL SHEATHING w/ 3"/12"o/c " SIMPSON INSTRUCTIONS. ** V EVERY PLY IN ADDITION TO 2 PLY'S SEGMENT, WITHIN JACK -/KING -STUD OF 8d NAILING, EXCEPT WHEN NOTED. BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF I ASSEMBLY &COR ER POST EDGES w/ 2x BLOCKING. STHD14 AT CURB WALL I 1 ASSEMBLY. ROD ®CORNER MAY BE INSTALLED TO (1) STHD14/-RJ CONNECTOR DTL 2 ST2) ( / LOCATIONS. EITHER 11 D MULTIPLE PLY POST CONNECTIONS - F POST ASSEMBLY. JACK -/KING -STUD ASSEMBLY- TO -FOUNDATION & 0 CORNER MAY BE USED AT ! ST1 NOT TO SCALE POST ASSEMBLY -TO- NON -CURB WALL D (TL I 11 FOUNDATION. (MAY BE USED 1/ST2) LOCATIONS. - -- - - - I LL. WOOD*Tie RODS) �- I - -- - - - - - LENGTH OF CS16 STRAPPING w/ MIN. (10) 1od DOORS) SHALL BE INTO EACH PLY OF SILL & HEAD(ER), EXTEND JI 7- ATTACHED TO HORIZONTALLY ACROSS STUD ASSEMBLY & I APPROPRIATE FRAMING I BLOCKING, CONTINUOUS TO CORNER, FILLING ALL MEMBERS IN HOLES w/ 10d. (TYP - 4 STRAPS 0 HEADIER) & ACCORDANCE WITH ** MAY USE PA51 or -68 STRAPS LLO. STHD's (2)2x0 BLOCKING (TYP). MATCH SIZE I * AT STEM -WALL APPLICATIONS. ATTACH TO I _ - 4 STRAPS ® SILL) OF ADJACENT FRAMING (STUDS). Ti ANCHORING RODS APPLICABLE MANUFACTURER'S FRAMIr�G w/ 2 16d or (26} 10d ** I. -u -. * 7� _ INSTRUCTIONS & TRADITIONAL TAL CONNECTORS HEADER PER STRUCTURAL PLAN I I I A' SEE DETAIL C/ST1 FOR (VERTICAL) H TYPI ,,AL GARAGE DOOR OPE R I SGS FRAMI G DETAIL - U, , 0, - _-- _ _- -T_.- - .J I HEADER -TO -STUD STRAPPING ST1 _., . . SPECIFICATIONS. T SCALE _-. .. I .1 , F_ ------- - - --- 1 - -. - - _ AT EXTERIOR DECKS, DGER1-3/4 Width Pieces: SWg I SHALL MATCH JOIST D=PTH (MIN. I1 * Minimum of (2) rows of 12d (3-1/4") nails @ 12" o/c. it 1 '2x8) AND BE ATTACH D TO EACH II * ' I APPLIED TO FRONT SIDE OF WEB I 1 I I CONTINUOUS LATERAL ' BRACE QUANTITY AND LOCATION DEFINED BY TRUSS ENGINEER. 1 CONNECT TO EACH TRUSS MEMBER W/(2) NAILS -� - - - ---- I k II 11 II I I II !I II (1) DIAG. BRACE OVER MIN. (4) TRUSSES APPLIED TO BACK SIDE OF 1 II WEB. CONNECT TO EACH TRUSS WEB 'I W/ (2) NAILS. INSTALL DIAG. BRACES ,, O EACH END OF CONT. LATERAL BRACE LINES & 0 MAX. 20' INTERVALS BETWEEN ENDS. `\ I , �/ 1�it t MULTIPLE TRUSSES FOR TRUSSES 0 24" O/C MAX IF LATERAL BRACE MUST BE MADE OF MORE THAN ONE PIECE, DO SO BY OVERLAPPING AT LEAST 2 TRUSSES i! 'I`'� 2nd FLOOR WALL HALL SHEATHING - ABOVE IEE TYPICAL WALL FASTEN FLOOR >ECTTIO {I STI) FOR DECKING (PER A/STI) ,1DDITIONA L SPECS NAIL THROUGH A.P.A, RATED SHEATHING Minimum of (3) rows of 12d (3-1/4) Halls ®12 o/c for 14 & i I I ! I I TO LATERAL BRACE W/ t 16"o/c (MAX) VERT. AMING w I: 4 10d COMMON NAILS INTO FRAMING W/ 8d AT 3. O.C. AT ALL / I deeper. I I Y4'dia. SDS -SCREWS - 3" LONG IF * Noiled connections re uire an additional row of nails when nail size T -BRACE FASTENED TO 2x4 PLANK ORIENTED { ) EDGES AND INTO EACH PLY OF EACH q DOUBLE INTERIOR PLATE, 12" O.C. DIRECTLY ATTACHED T FRAMING, M is smaller than specified above min. 0.128"X3" . WEB W/ .131x3" a 6" , LATERAL BRACES ®24" I I 3-1/2" LONG IF ATTACHED '� * Nail from BOTH SIDES of 3- I members ) I 0 C. T -BRACE TO BE 0 C TOP AND BOTTOM. 2x4 DIAGONAL ELSEWHERE. p y / , / W I h lk j W THROUGH SHTN'G. Q 3-1/2" Width Pieces AND 4-p 1-3/4" Width Pieces: 12" I SAME SPECIES AND FASTEN TO FLOOR TRUSS BRACE ® 24" 1 FOR OTHER UPLIFT HARDWARE AND W _ 1. > * GRADE AS WEB TO BE - ---- --- I Minimum of (2) rovJ;;'a•" /2" bolts ® 24" o/c stag ed T W/ (3) 10d COMMON j _- --- O/C, DIAGONAL I CONNECTIONS, SEE TYPICAL WALL G 2x STUDS 12" I BRACED. SIZE OF MEMBER TOE -NAILS. BRACES TO BRACE TO I ! SECTION AND TYPICAL HEADER /� / AS SPECIFIED BY TRUSS I 12x10 LDG ' �I- PER TABLE. 12" I, EXTEND INTO FLOOR LATERAL BRACE I EWS -,�/ i DESIGN ENGINEER(MIN. SYSTEM (1) BAY. W/ (3) 10d FRAMING DETAIL. / 1 I I \. LATERAL BRACE LOCATION 1 `--- �/; „ 1X4). COMMON NAILS (2)2x( ) HEAD AT DOUBLE INTERIOR O - ! , AND SILL I' I #2 SYP LEDGE FASTENED TO 16"o/ I ��= i y "; ON BOTTOM CHORD TO AT EACH END SILLS/PLATES/BLOCKING, NAIL FIRST TRUSS -TO -LEDGER j I `. MATCH BRACE LOCATION I I TYP I I (MAX} STUDS w/ .1 1x3" GUN NAILS EA J /% I I I ! I j ( ) PLATE TO SECOND PLATE W/ (2) ROWS STUD -EXTEND TO ST D BEYOND LAST TRUSS. CONNECTOR \, / I , r j' ON TOP CHORD. a I 1 12d COMMONS AT 8" O.C. SPECIFIED I X. I I I' <; ',,:,;. _ -;- . _ . 4 SIDE PANEL HEIGHT TO I , ENG NEERS ,.fie �/ 4 j I I I �( I_ WIDTH REQUIREMENTS I I I I , I; j INTERMEDIATE FLOOR I h ft MIN. w 2,. ,1- '` I... j� / I 1 I ( SYSTEM f I Rv# 0-1176..........2x6 w 5 NAILS ®EACH STUD. % BOLTS : NAILS II. I I z e 7' 2'-1" ' - I ! I I 6' 1'-8 1 2" Rv# 77 1241.....2x8 w/(8) NAILS ®EACH STUD. TI X TRUSS WEB REQUIRING BRACING. I ! CEILING LINE I I i 5' 1'-5" - EC 0 OF ULTIPLE PLYSOF ,1 Q �I I 4' 1'-2 1 2" 1 I LEDGE DETAIL sT1 SCL BEAMS U.N.O. / I' I I /� 1 ST1 �' I -- or -To _-ALE---- ------- -- - - ---- - -----Nor To sCALE--- - -- - - FLOOR E D G E -- __ - - - -- - -- - --- - _ - 1;1 - - = T, - - ' -- - TRUSS ON PARALLEL END WALL (NOTE: ! I ROOF/FLOOR RIBBON ON FLOOR TRUSSES NOT SHOWN 11 (1) HTT5 TO ATR (TYP). HEIGHT -LIMITED TRUSSES I ; FOR CLARITY.) APPLICATIONS MAY USE, LL.O. EACH ROOF/FLOOR SH ATHI C� (2) #2 SPF 2x4 0 EA. CORNER SINGLE TRUSS HTT5, (1) PHD6 OR (2) PHD2's. IF I I.L.O. 4x4 POST. (3) #2 SPF 2x4'S I FOOTING (SEE TYPICAL WALL SECTION) PHD2's ARE USED, MATCH HTT4 ATR --__ = � ®CORNERS DIRECTLY BENEATH I L- -- - --- __ _ - -- SPECS. IF OVER 1st (FLOOR EA(3ply 2X4 #2 SPF LEDGE �� BEAM WHEN 6x6 IS REQ'D. BRACING NOTES: STRAP TD BEAM w I I 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. END POSTS REQUIRED). w/ (4) .131 X 3" T HTT16 & 5/8"0x5-1/2" EMBED EPDXIED ALL THREAD ®EACH 2• BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS EACH INTERSECTING 3 131x3" 11 - -- - DETAILS PRODUCED BY THE TRUSS ENGINEER. E S WB - SPECIAL SHEARWALL DETAIL TRUSS MEMBER - I I {) ' 1 1 -, ,. ___ OR ALTERNATIVE AS SHOWN ON I NAILS 0 EACH I; - -- - --_ 3. ALL FASTENERS SHOWN ARE .131x3" NAILS. I ST1 NOT TO SCALE USE WHEN BOTTOM I I - - STRUCTURAL PLAN. I. -i TRUSS OR - j ! 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. CHORDS ON LEDGER TO 5. REFER TO SCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. DIFFERENT HEIGHTS BLOCKING. II -- ON OPPOSITE SIDES 1 BEAM -STRAP PER N/ST1 LION - - OF WALL 7/16" A.P.A. OR TECO RATED 11 SHEATHING W/ 6"/12"o/c 8d 2x4 #2 SPF BLOCKING O I -j (4) .131x3" TOENAILS 11 I NAILING - 4 SIDES R PERMANENT ROOF & FLOOR LATERAL BRACING FROM EDGE OF % EACH BLOCKING 5" < 24" o C. REDUCE i� I j ; ST1 NOT TO SCALE _, TO TOP PLATE OF I A SPACING TO 16" o c OR , / (3F:AM ABO SHEATHING/POST EXTERIOR WALL. PL VE -- SW2 AND 12" o/c FO ; -. _ -- - - -- - - - - - i i - _ - __ SW1. - _ = = - " - I T -- - " i I - - ! ** WHEN THE HORIZONTAL DISTANCE FROM THE x4 # OVERHANGS 6 „ ®24 o c W --- -- % / PEAK OF GABLE TO THE EAVE OR SEAT OF THE S W (TYPE) I _ EXTERIOR ALL i TRUSS IS LESS THAN THE MfNIMUM ON -CENTER {1) H5 ®EACH OUTLOOKER TO TOP I ! MIN. 7/16" THICK (24/16 SPAN INDEX) APA- OR I- _ SPACING INDICATED FOR THE "X" -BRACING, A CHORD OF GABLE TRUSS OR END BUILT UP OR BOXED COLUMN MAY �F SINGLE "X" -BRACE AT THE PEAK MAY BE USED WALL TOP >. , TECO -RATED WALL SHEATHING ATTACHED TO I DETAIL TO BE OLLOWED AT ALL LOCATIONS WHERE USED IN LIEU of 4x4 OR 6x6. ( ) -OVERHANGS 16"-> 24", 16"0% 11 AND THE OTHER OFF-PEAK "X" -BRACES MAY FRAMING MEMBERS &BLOCKING PER TABLE BELOW. EXTERIOR WAL RUNS BETWEEN TWO PARALLEL TRUSSES. LI BE OMITTED AT THE CONTRACTOR'S S DI CRETION. I BLOCK ALL UNSUPPORTED PANEL EDGES W MIN. L BOX D TAI / / E COLUMN DE L ** 2x4 BLOCKING. I 2 H5 ®EACH OUl7_OOKER TO TOP K TRUSS BLOCKI G D TAI sT1 NOT To SCALE O 2 I MIN. STUD END P i1 E L FASTEN ALL ROOF SHEATHI G CHORD OF GABLE TRUSS OR END p y OST (PER , , , FA TEN ALL ROOF SHEATHING T T 11 _ N O O C LE 2x4 BLOCKIN ALL TOP >. S G AT ALL ROOF _ i T1 sTRuc I TURAL PLAN) ®EACH END OF I SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS w 8d 11 I / ALL SUPPORTS w/ 8d OR ATT 4'-0" OF GABLE WALL. NAILS ® 4"o c 2x 2 SYP BLKN'G B • ACHMENT OF POST PLY'S. ------- -__ _: __ _ __-- _ _- _.__. _ 1 I -_ -- - 1 i-- - _ _ -- ----------- _- � / # T�WN NAILS ®4 o c SHEAR -WALL U.N.O.. SEE DETAIL D-ST1 !r , KING -STUD ASSEMBLY WOOD TIE ROD PER AT OPENINGS MAY SERVE B/STI I AS END POSTS AT SHEAR -WALL ENDS I! II I I 11 I Ii I HOLD-DOWN AT EACH - INTERMEDIATE SHEAR OF SHEAR -WALL, PER EN y FASTENERS, PER DETAIL ASSOCIATED TABLE. A/STI TABLE, TYP. I I- -� ---I - 1------ IL , INTERMEDIATE SHEAR FASTENERS, PER SILL > SHEAR CONNETOR SCHEDULE ON S-SHEET(S)_ OOD TI A H I TRDTN L MTL CONNECTORS W e NC OR NG RODS EXTRA ROD REQ. FOR SHEAR -WALL HOLD DOWN IN ADDITION TO ANY RODS USED FOR UPLIFT. I 1/2" WOOD*Tie I 5-1/2" MAX ROD U.N.O. I #2 SYP OBL TOP > I - --- - - -- -- - 131x3 - -:--- - - - - -- I r r, � ;�{:v, - -- - I 4 O TOP CHORD �or6TOPc> 0 (I _ Y 3 131x3 TOE -NAILS w _ k HEADER P F r " : I. - - - -- -- --- - ER STRUCTUR ®OUTLOOK AL ER , / - '` - - - PLAN OR TRUSS LA -i! DROPPED (-3-3§) TOP CHORD Ij 2x4 BLOCKING AT ALL ROOF - YOUT i BLOCKING -TO -TRUSS ;;� �,, , OP CH OR:P' „ ,. „ „ 11 1 SHEATHING PANEL EDGES WITHI I CONVENTIONA _ __ -___ „ L OVERFRAMING - --- - �, 2x L OR T BRACING ON VERTICAL !: CONSTRUCTION NOTES 4 -0 OF GABLE WALL. --- ---- __- - - I 2x4 #2 SYP VER 2x r'„ lY WEBS AS SPEC'D BY TRUSS ENGINEER. --- - -(-'- ii I II !I LAT 0 BTM TO TO <: MIN. 2x4 #2 SPF 0 MAX. 24"o/c w/ (3) .131x3" TOE -NAILS 0 RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS ® 24 0/C ATTACHED TO RIDGE & VALLEY NAILER w 3 .131x3" TOENAILS. ».` I I i I w/! 3) .131x3" NAILSh' }..,, .131x3" NAILS 0 6"o c FROM BRACING OUTLOOKER-TO-TRUSS TC ! - / ( ) INSTALL DBL 2x ! { / ! VALLEY NAILER USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TO " I' - _ - (2)MSTA24 W/(9)10d / Tb NAILS PER END. TO WEB. ABSENT OF SPECS ON P CHORDS w/ (4) .131x3 NAILS. 5-1 2" AX ! BtOCKING IN ______ __ __ EACH END OF EACH "`' ( } I 2x #2 SYP DOUBLE TOP > ASSEMBLY RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES @ 4' 0/C (MAX HEIGHT 6'-3"* . / , I FIRST TWO STUD BEAM TO POST. TRUSS ENG., REFER TO "EXT. WALL I ) I SPACES.. MATCH 2x4 #2!YP "X" BRACING. LOCATE PEAK &SPACE STUD SC ;I - SLOPE TO MATCH ROOF PITCH. RIDGE CRIPPLES - 2x4 2 SPF @ 2' 0 C MAX HEIGHT = 6'-3"* I HED." ON STRUCTURAL # / ( ). -- - „ „ ADJACfWT 11 II EQUACLti' EACH WAY AS SHOWN BELOW. EXTEND "X' DRAWING, USING WEB LENGTH HEIGHT 2x STUDS *IF 1x4 T -BRACE IS ATTACHED TO CRIPPLE w 131X3 NAILS @ 4 0 C M - __ ( / CONTINUOUS FROM FLOOR / / ( AX HEIGHT s to ). FRAMING PER BEAM ABOVE BRACES INWARD MIN. 8' FROM GABLE WALL AND I.L.O. > HEIGHT. DOUBLE AND/OR SYSTEM TO UNDERSIDE OF DBL TOP > *IF 2X4 T -BRACE IS ATTACHED TO CRIPPLE w " " " -- - I / .131x3 NAILS @ 4 0/C (MAX HEIGHT 11 -2 ). i SIZE/GRADE/ ; I ATTACH TO 2x4 VERT ®MID -POINT w/ {3) .131x3" TRIPLE "L's/T's" AS REQUIRED TO II ASSEMBLY O OUTLOOKERS . SEE SPECIES' FROM TOP VIE( OF 1 ( } IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w 3 .131x3" : NAILS FM EA SIDE OF "X" BRACING. MIN, (3) EVENLY! MAINTAIN MAX o/c SPACING WHEN I STRUCTURAL PLAN. I TOE -NAILS TO EACH TRUSS TOP CHORD. / ( ) II. STUD SCHEDULE. POST/BEAIu) PT #2 SYP 4x4 POST ED "X" BRACES PER GABLE END..: WEBS EXCEED SPACING SHOWN ON I I I COLUMNS TALLER THAN 10' OR ; I ; S ATTACH CRIPPLES TO RAFTER OR RIDGE w 3 MAX. "X" BRACE SPACING., , , ���F'TOP CH / ( ) .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w 3 .131x3" TOENAI 1/2" dia ;I; THOSE SUPPORTING ENGINEERED I ORD GABLE R00 I "% / ( ) LS. (2) MSTA30 W/(24) 1Od < a _ _ ENGINEERED ROOF TRUSSES RIDGE - USE MIN. 2X8 WOOD*Tie ' ! WOOD PRODUCT: USE PT #2 i ri (1) #5 VERT @ EACH SIDE OF STEM WALL HEIGHT CHANGE HORIZONTAL REBAR 4000, 24" PER ST2 MIN. 14 STEM WALL HEIGHT CHANGE ST2 NOT TO SCALE SEE ST1 FOR VERTICAL WALL CONNECTION. " 4" CONC SLAB W 6X6X10 10 WWF #5 HORIZONTAL. j SEE ST1 FOR VERTICAL WALL CONNECTION. OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL (TYP. VERTICAL REINFORCEMENT): ! 4" CONC SLAB W/ 6X6X10/10 WWF iMAY BE USED _____________ #5 DOWELS @CORNERS & 24"o/c 5 HORIZ. 6" FROM END #5 HORIZONTAL. OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDGE THEREAFTER - BEND # CLEAN, WELL COMPACTED, TREATED FI ILL ALL DOWELS @ TOP & BOTTOM, 48" 7MIN. OF VERTICALS. " (TYP. VERTICAL REINFORCEMENT): #5 DOWELS ! x SLOPE GRADE - -------_ EMBED MINIMUM 6" INTO FOOTING I @CORNERS &INDICATED o/c SPACING #5 HORIZ. 6" z SLOPE -- } �- - - (1) #4 REBAR CONT. @ HEADER COURSE o GRADE _ /48" INTO SLAB (GROUT ALL CELLS THEREAFTER - BEND ALL DOWELS @ TOP & 72" FROM END OF LDIMENSIONS ARE MIN. DISTANCES Q - N 1— h 4" 1 STORY SOLID) BOTTOM, EMBED MINIMUM 6' INTO FOOTING MIN. DIMENSIONS ARE VERTICALS N r CLEAN COMPACTED 5 VERTICALS d 72" INTO SLAB GROUT ALL CELLS SOLID ' ! 6 2 STORY MIN. DISTANCES @ 24" O C _ -- � ( ) 00 / - - - -- ��� -- z y-� 6 - � • � • SAND FILL TYP. HORIZONTAL II -..._ ! _ EMBEDDED STRAPS • • - - I #5 VFRTIC:AI S Ca) n/c SPACING r TYP. VERTICAL REINFORCEMENT 4 DOWELS ® I I I I - -- TO 12 COURSES: 24"o/c W/0 BRICK MUST BE INSTALLED w I- �SLOPE OF /11 ADDITIONAL PIECE OF 4 =I- ( )' # REINFORCEMENT): (2) I I --I ADD CLEAN FILL AND COMPACT / --' - -. 6 '- GRADE 5 �—J CORNERS & 48"o/c THEREAFTER -BEND ALL 12 < 13-1 2 COURSES: 16"o c I _ (TYP) 3 REBAR PER SIMPSON W1.7(MW11) LONGITUDINAL �> / / I I I I- W/ BRICK ** ii DOWELS @ TOP & BOTTOM, EMBED MINIMUM 6" I ! I 12 (MPX ,) LIFTS. 13-1 /2 < 15 COURSES: 8"o/c INSTRUCTIONS. ! I I' -' INTO FOOTING /12" INTO SLAB (GROUT ALL WIRES SPACED @ 16" 0/C. -- PROVIDE HORIZONTAL - - -- 1 STORY FOOTING SIZE * MAX. STEMWALL HEIGHT: (5) CELLS SOLID) REINFORCEMENT WITHIN 16" I i " I 8" CMU; FILL ALL CELLS SOLID. W/O BRICK 12" WIDE W/ (2)#4 OR (2)#5 CONT. 8" COURSES. FOR WALLS > 1 STORY FOOTING SIZE I j I w/ 3,000psi GROUT. -- i OF TOP AND BOTTOM OF Il ! ADD CLEAN FILL AND COMPACT 2 STORY DETAIL 20" WIDE INCLUDING LEDGE W ( ) # (5) 8" COURSES HIGH USE W/ BRICK 20"x10" W/ (2)#5 CONT. OR (3) # j MASONRY STEM WALL. I� W ( ) / (2)#5 OR 3 /0 BRICK 16"x10" W LIFTS. DETAIL 1 A ST2 OR 1 B ST2 2 STORY LAP ALL REINFORCEMENT MINIMUM 40 -' W/O BRICK 16" WIDE W/ (2)#5 CONT. OR (3) #4 / / I I I — W 0 BRICK 20"x10" W 8 CMU GROUT -- I W BRICK 24" WIDE INCLUDING LEDGE W (3)#5 OR 4 DEPENDING ON WALL HEIGHT. / 2 5 CONT. OR 3 ALL CELLS �� DIAMETERS AT ALL JOINTS.I- W/ BRICK 24'x10" W/ (3)#5 CONT. OR (4) # SOLID. MAX. (10) COURSES. _ IZ. NEAR MID -HEIGHT. - #5 HOR - ! 1 TYPICAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL �'- - - ST2 NOT TO SCALE NOT TO SCALE (TYP. HORIZONTAL ST2 ADD CLEAN FILL AND COMPACT -- REINFORCEMEN #5 HORIZ. @ EACH - _-- - -- ---- _ J --- ----- ------ - -- - - - IN 12" (MAX.) LIFTS. -- I T): (2) - 4th COURSE I W1.7(MW11) LONGITUDINAL - --- - WIRES SPACED @ 16" 0 C. _ "STANDARD FOOTING SEE DETAIL BELOW / I - ** EMBEDDED PROVIDE HORIZONTAL 11 I STRAPS MUST BE SEE STI FOR VERTICAL WALL CONNECTION. REINFORCEMENT WITHIN 16" OF -1 INSTALLED w/ f I TOP AND BOTTOM OF ( j ADDITIONAL PIECE 5 1/ 5 1/2" WIDE CONC. SILL TOP AT MAIN * MAX. 2 COURSES _-_ I I I _ I MASONRY STEM WALL. II ! __ I 12 d. X 24w. 2,500psi CONC. i SLAB LEVEL. TOP -TO -GARAGE FLOOR ABOVE SLAB LEVEL. SEE ST1 FOR VERTICAL -- J - I I a FOOTING w/ (3) #5 REBAR EXCEPT: OF #4 REBAR PER WALL CONNECTION. _ • • SIMPSON VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING - ** WIDTH BY MORE THAN 2" REQ ADDITION L (1)#4 CONT. IN SOLID GROUTED I I ! I _ I I II AT 2 -STORY WITH BRICK, USE 12 d INSTRUCTIONS. ANALYSIS) U -BLOCK COURSE 1 _! I ( I I ( - I --_ I J I 30"W. w/ (4) #5. Ix. TYPICAL SLAB '• 4 CONC SLAB W/ 6x6x1 Q/10 WWF I I I I i I I. CD JOVER 6 MIL VAPOR BARRIER OVER z CLEAN, WELL COMPACTED, TREATED FILL TYP. VERT. - �w o SLOPE — _ 71, C) 10 REINF. 1 STORY FOOTING SIZE ILI __ ! W/O BRICK 16"x10" W/ (2)#4 CONT. Lj M Q GRADE 5a - ( ! ! _ W/ BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. II - w I ___-1 - TYPICAL FOOTING - SEE 1/ST2 FOR 2 STORY CLEAN COMPACTED ! ( SIZE/REINFORCEMENT W/O BRICK 20'1 W/ (3)#4 OR (2)#5 CONT. o • • SAND FILL I I I --- !i W/ BRICK 24"x10" W/ (4)#4 OR (3)#5 CONT. l �� -II TYPICAL FOUNDATION Ii • ' ' 1B 10<15 COURSES STEM WALL FOUNDATION IMENSIONS ARE I j- j- - ST2 FOR STEM WALLS WITH 10<15 COURSES & GW, GP, IN, DISTANCES I I ! ! SW or SP SOILS to 30# PSF LATERAL LOAD 1A 6<10 COURSES STEM WALL FOUNDATION ST2 FOR STEM WALLS WITH 6<10 COURSES I 2 FOUNDATION AT GARAGE !I 2 FOUNDATION AT GARAGE ST2 NOT TO SCALE ST2 NOT TO SCALE I OVERLAP SLAB RECESS SLAB 3 4" FOR l' 4" CONC SLAB W 6X6X10 10 WWF / SLOPE 3/4" X 12" / / 1 1/2" THRESHOLD EXP. JOINT AT GARAGE DOOR j �LEANVER 6 WELLMIL VCOMOPACTED,IER OVER TERMITE 1 -1 /2" DEPTH = STUD + 1 1/4" (FROM ''; 4" CONC SLAB W/ 6X6X1 O/10 WWF OUTSIDE FACE OF BLOCK) OVER 6 MIL VAPOR BARRIER OVER TREATED FILL RECESS SLAB 3/4" FOR SGD CLEAN, WELL COMPACTED, TERMITE ! 4" CONC SLAB W/ 6X6X10/10 WWF I TREATED FILL 4" CONC SLAB W/ 6X6X1O/10 WWF OVER 6 MIL VAPOR BARRIER OVER OVER 6 MIL VAPOR BARRIER OVER _- CLEAN, WELL COMPACTED, TREATS FILL CLEAN, WELL COMPACTED, TREATED FILL II I--(III'i TYP. SLAB SAW CUT IN 15'x15' GRID, )II -- I I i I I -- ---------- 1„ DEEP WHILE CONCRETE _. IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) -- - - -� I: _ i; '- I ' • III '' _ I , -- TYPICAL FOOTING SEE 1 ST2 FOR j CLEAN COMPACTED J ! ! I _ / - -- 6 MIL VAPOR BARRIER -_ SIZE REINFORCEMENT I • . SAND FILL = (I I� ! . -- - j ,_- / - ; I 12" �)#4 CONT._— TYPICAL FOUNDATION I - -- (2)#4 CONT. ! i iI; I III I I ! " — I I - _-- - 1 STORY) -_ --- 20„ SLOPED TURNED DO EDGE 2 STORY N WN CONTROL JOINT—FOR CRACK CONTROL } I 3 FOUNDATION AT S.G.D. 3 FOUNDATION AT S.G.D. ! ST2 NOT TO SCALE ' g 12 INTERIOR LOAD BEARING ST2 NOT TO SCALE ST2 NOT TO SCALE ST2 NOT TO SCALE - - - - - -- - - -- - -- - - -. -- - --- ! I ST2 NOT TO SCALE --- - - - - ----- -- - !I HOLD HDR. BILK. 4" CONC SLAB W/ 6X6X1O/10 WWF TO OUTSIDE OVER 6 MIL VAPOR BARRIER OVER 1 1/2" CLEAN WELL COMPACTED TREATED F L 4" CONC SLAB L L B W/ 6X6X10/10 WWF j OVER 6 MIL VAPOR BARRIER OVER I! CLEAN, WELL COMPACTED, TREATED FILL Ii 1-1 �2" TYP. SLAB II ..• � -- --=-- - --- � ----- .i OVER 6 MIL VAPOR BARRIER OVERFI- VARIES -.=.-=--r------=-= 4" CONC SLAB W/ 6X6X10/10 WWF j CLEAN, W LL COMPACTED, TREATED FILL I 16 MIL VAPOR BARRIER .I I; i ; I'I 1i 5 - - I I, (1)#4 CONT_- - '_-- i I I 1 ! TYPICAL FOOTING - SEE 1 ST2 '! — I = !--- I / I ( --I I I i I I I I I -= III ( -I I I I I I - (2)#4 CONT. FOR SIZE/REINFORCEMENT �I 11! TYPICAL FOUNDATIONit 16 =-1 I 1 STORY} I ( 20" j 2 STORY) �I 4 FOUNDATION AT DOOR SILL 4 FOUNDATION AT DOOR SILL TURNED DOWN EDGE 10 LOAD BEARING STEP DOWN ST2 NOT TO SCALE ST2 NOT TO SCALE ST2 NOT TO SCALE ST2 NOT TO SCALE - HEADER BLOCK OR I I FORMED & CAST @ STEP !I DOWN 4" CONC SLAB W/ 6X6X10/10 WWF (1)#5 x 2'-O" OVER OVER 6 MIL VAPOR BARRIER OVER 8"x8" CHASE IN VARIES CLEAN, WELL COMPACTED, TERMITE - _ _�---=---= - -.-_ _ -- -=-- TREATED FILL CONC. BLOCK STEM I: .. � _. �. I 1 SLOPE _ WALL. TYP.SL �! I GROUT SOLID GRADE IIII - ------ I VARIES .� - GROUT SOLID AROUND PIPE I � CLEAN COMPACTED 'i e AROUND PIPE I SAND FILL I I k TYPICAL FOOTING e I I i, -I-SEE 1 1 I ST P J I --I I _; ! I� j FOR SIZE/ 8" MIN. - DEEPEN ! - - TYPICAL FOOTING - SEE 1/ST2 II - __ REINFORCEMENT I KNESS FOOTING @ CHASE - • I II— III CHIC - - TYPICAL FOUNDATION FOR SIZE/REINFORCEMENT LOCATION AS REQ'D TO -I , ; ' o - ! PROVIDE PROPER -- -- FOOTING DEPTH. NON—LOAD BEARING STEP DOWN - I ST2 NOT TO SCALE (MAY BE USED AS SUNKEN SHOWER DETAIL) I 5 FOUNDATION Wf UTILITY CHASE 5 FOUNDATION W/ UTILITY CHASE 8 LOAD BEARING STEP DO ST2 NOT TO SCALE ST2 NOT TO SCALE ST2 N WN NOT TO SCALE MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS STANDARD FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE Foundotion N ote: Wood vertical construction shown atop foundation details for clarity. Wood, cmu, icf or other structural vertical construction STEM WALLS FOUNDATION DETAILS. it MONOLITHIC FOUNDATION DETAILS acceptable — see ST1 for specifics. -EPDXIED ATR TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL I TOP OF SLAB EXPANSION II ! TYPICAL FOUNDATION i I HORIZONTAL #5'S 1s"_20' I SLOPE 16" 0/C. GRADE -------- 7F 00 I! iEl I Ii I LOPE _ CLEAN COMPACTED _ RADE D z .. •' SAN[ (jF ILL 00 �Q LJ C-) �• a •0 SEE STRUCTURAL O ° V' PLANS FOR PAD 0 FOOTING SIZE, = W ' Q LOCATION & ° a_ 0 i PAD BASE REBAR SPECS. PER STRUCTURAL PLAN 15 STEM WALL W/ 45° CORNER DETAIL SECTION MEIN F CE ST2 NOT TO SCALE 16 PAD .FOOTING FOR MONO SLAB ST2 NOT TO SCALE CONT. REBAR 45° ! • • SEE STRUCTURAL PLANS FOR SIZE, LOCATION & PAD BASE REBAR SPECS. PER STRUCTURAL PLAN FOUNDATION DETAIL, CAST INTO PAD HOLD-DOWN PER JOINT TOP OF POOL STRUCTURAL PLANS ( o DECKING FOOTINGC D R I 0 EPDXIED W/ MIN. 6" EMBEDMENT, CENTER ; 4" IN PAD IIV STANDARD T G. PADS 36"x36 & URGER: TYPICAL FOUNDATION / -II III USE 3 5 DOWELS.! FOUNDATION II �� ;/ ! ; SLOPE ii =CLEAN COMPACTED CONT. -- ----- --- ..- - --- 1- - ---- - \�i\\\�\ ' POOL TO SEE DETAIL GRADE II SAND FILL REBAR I =.1 T /!�� BE /S 2 II -II A/\\/�\� VA.,, DESIGNED 111 i _ II #4 VERTICAL >:/�/ �;%/�. �;�/�`; ��iiA�% ,�` ° BY 0TH /, /,.... , _✓ �. / /,/ i ERS. u I SLOPE`REBAR PERX\/�\� II GRADE i! I TYPICAL z a! ji I' FOUNDATIONS \�;�.�� �`� �� ° c� - - ---�' - -- L- A D ZCONT. -- -- -DETAIL I ;. - REBAR E \ V�i��� o SEE STRUCTURAL • a I \/ UL J / I— PLAN S FOR (' PAD o Q I FOOTING SIZE, w z I, h. CLEAN COMPAQ LOCATION & = a � � � �� REBAR SPEC'S. ��\.SAND FILL PAD BASE Q 45° • SECTION VIEW PER STRUCTURAL PLAN o CLEAN COMPACTED I SEE STRUCTURAL N�'� SAND FILL I PLANS FOR SIZE, /\ 17 PAD FOOTING FOR STEM WALL PAD BASE LOCATION & I'i 18 FOUNDATION Q POOL \/ ST2 NOT TO SCALEFACE VIEW PER STRUCTURAL PLAN REBAR SPEC'S. ST2 NOT TO SCALE THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN I ' TYPICAL FOUNDATION SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED CONT. REBAR 45° ! • • SEE STRUCTURAL PLANS FOR SIZE, LOCATION & PAD BASE REBAR SPECS. PER STRUCTURAL PLAN FOUNDATION DETAIL, CAST INTO PAD HOLD-DOWN PER JOINT TOP OF POOL STRUCTURAL PLANS ( o DECKING FOOTINGC D R I 0 EPDXIED W/ MIN. 6" EMBEDMENT, CENTER ; 4" IN PAD IIV STANDARD T G. PADS 36"x36 & URGER: TYPICAL FOUNDATION / -II III USE 3 5 DOWELS.! FOUNDATION II �� ;/ ! ; SLOPE ii =CLEAN COMPACTED CONT. -- ----- --- ..- - --- 1- - ---- - \�i\\\�\ ' POOL TO SEE DETAIL GRADE II SAND FILL REBAR I =.1 T /!�� BE /S 2 II -II A/\\/�\� VA.,, DESIGNED 111 i _ II #4 VERTICAL >:/�/ �;%/�. �;�/�`; ��iiA�% ,�` ° BY 0TH /, /,.... , _✓ �. / /,/ i ERS. u I SLOPE`REBAR PERX\/�\� II GRADE i! I TYPICAL z a! ji I' FOUNDATIONS \�;�.�� �`� �� ° c� - - ---�' - -- L- A D ZCONT. -- -- -DETAIL I ;. - REBAR E \ V�i��� o SEE STRUCTURAL • a I \/ UL J / I— PLAN S FOR (' PAD o Q I FOOTING SIZE, w z I, h. CLEAN COMPAQ LOCATION & = a � � � �� REBAR SPEC'S. ��\.SAND FILL PAD BASE Q 45° • SECTION VIEW PER STRUCTURAL PLAN o CLEAN COMPACTED I SEE STRUCTURAL N�'� SAND FILL I PLANS FOR SIZE, /\ 17 PAD FOOTING FOR STEM WALL PAD BASE LOCATION & I'i 18 FOUNDATION Q POOL \/ ST2 NOT TO SCALEFACE VIEW PER STRUCTURAL PLAN REBAR SPEC'S. ST2 NOT TO SCALE THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 — 2 — 3 — 4 — The CASTILLO Group A Florida Corporation - Designers Engineers 655o Roosevelt Blvd. Jacksonville, FL 32244 904) 772-6ioo FL CoA No. 32137 �t J 0 Z 0 Q Q Z _J Q I Q U LLJ V) ry 0 v U) N w DESIGN RW DRAFT MEB CHECKED EAW SCALE N.T.S. DATE 7.6.2016 JOB NO. — SQ.FT. 04�.,F, T. ff +•T' i i ♦ ♦ J el Glynn Hoer I n 4�s P .. .prZn ineeti FL' 1c (� . ,.No,. 16215= J� r �4 ViLL IL V SHEET 4 4.j of