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Mayport Road 1130, 1132, 1134, 1136, 1138 (2) ti 2 f 140' _'D' - �10 I I I I I I _ I � O b h Ln both Lb th ba h 20 2x4 STUDS 16 OC 0 o O FIRST220 20 20 20 1 20 30 ORZ 2—SEAM. __T w II IJ ` I I ace I 3' I I ' I rental space I relntal space I rental space rental space body shop) � I � I service bays NI I '0q2 1 � I � I � fir 11 I I I I \ I C� I I J NOTE: INSTALL 3.,5" BATT INSULATION a IN WALLS AND CEILING OF OFFICE, I 1 I J I WAITINd AND BATH, 4030 FG J . 30 0 30 0 I 30 30 16x12 — 12x12 N e 12x12 1 12x12 B 12x12 12x12 HB 12x12 I + o'ffire service ba.y. I I 0ED I I - 30 i - 3x1 COUN'ic:R I � I 3Q I LANDING SHAi1. BE 3' SQUARE MIN. 8PfL4Y BOOTH. (NIC) PROVIDE 1" NOSING AT STEPSP W7H ' 00 WH 32' HIGH HANDRAIL •t 13 T. ® 9 1/2" Y UNDERSIDE OF STAIR SHALL BE OPEN. S�. SECTION THRU STAIR AT OFFICE ° Y N V FINISH SCHEDULE FLOOR PLAN ,y - -- OFFICE, WAITING & BATH: r � 1/2" FIRE—RATED GYPSUM BOARD ON SCALE` 1/8" = 1'-0' Fluor — Sheet Vlny1 s BOTH SIDES OF WOOD STUDS. 1--HOUR FIRE RATING. SEE Bose — 4" Wood - FLOOR PLAN FOR LOCATION. EXTEND FROM CONCRETE Walls — Gypsum Board Catling Gypsum Board, Spray Texture FLOOR SLAB TO UNDERSIDE OF METAL BUILDING ROOF. �\ SERVICE BAYS & EMPLOYEE BATH: ALL DOORS IN THIS FIRE—RATED PARTITION SHALL __ BE ONE--HOUR FIRE RATED. Floor -- Concrete , Base — 4" Wood Walls — Gypsum Board & Metal Siding ' . Ceiling — Baths, Gypsum Board Service Bays. Metal Roofing 1 DTICAL EIRE.-I3ATM_PAR1IlQh RENTAL SPACE: RE V � SJD S11989Fluor — Concretei Base — 4" Woad 9 Walls — Gypsum Board & Metal Siding Ceiling — Metal Roofing BATH & OFFICE: APPROVED • Floor — Concrete CITY Of ATLANTIC BEACH ` Base -- 4" Woad Sheet Name MAY\FL aurt.niNc OFFICE Walls — Gypsum Board Calling — Gypsum Board, Spray Texture SEP 4 1989 :a SEP 13 1989 1 Building and Zoning fi I I I 3" DIA STD P113E COL t II I ' 4' HIGH 2x4 RAIL2X12 0 _ 2 C — __ I f— WITH GYPSUM BD Ir II ' L I I SERVICE BAYS BELOW I I 5x13.5 LAM BM I I I I II I II i 2-5x5x12 CUP ANGLES/ NGLES/ - r ---- -- EXTEND WALL TO UNDERSIDE OF ROOF. 'II'II,I1 F III IIIIIII;IIII I II II III 4' HIGH 2x4 RA IL NTH GYPSUM BD MEZZANINE BODY SHOP BELOW 2x12 BRIDGING AT WALL 10'--- -5'-3" ECTION 'AT STEEL BEAM 3* DIA. STD PIPE COL 3'1 — fi030FG 4' HIGH 2x4 RAIL WITH GYPSUM BD 30 MEZZANINE MEZ.Z.ANINE . FRAMING PLAN SCALE: 1/8"b '-0' TOP OF SPRAY BOOTH BY OTHERS. BATF20 IIi I II IIII IIII II I I I I H5B030 ' I FURR—OUT WALL AROUND WINDOWTO a I THE CEILING , I I I a _.. - ------ MEZZANINE SCALE: 1/8' 1'-0,. AUTO CL N C � I I I I � I I � N N I REVISED 2X6 @16oc °' - SEPTEMBER 1 , 1989 i t PT 2X6 PL I Sheet Name MAY\FL2 SECTION THRU MEZZANINE � ll � gCLW, g -0tn �:f...., ✓ ,.. gyp^''/��J L lJ y14 � t ,�.•. h Q LF— lu u IU' 10 U) 01 Lr 0 z P LU o z Q 01 < Z u Lu V" w !l1/ ry l2 . o . o ROVEo Cl7ByD1N`Gt�01�^ r�ov U 6 1995 U N I T B R O D P L A N SCALE. 1/4" _ w F-- 54'-01 -- }---- --- - — -- ----5 4'-0'_ -- -— U z —�---- w O � = SHEAR WALL5 NAILED ® 3" O.G. _ _ - _33'-8' _ _ 20'-4' 010) ® = SHEAR WALLS NAILED ® 4" O.G. 14'-0' I 21'-8' 2'-8' S'-4' = SHEAR WALLS NAILED ® 6" O.G. I I d C7 = HD5A OR MTT28 HOLDOWN WITH-IN 12" OF END OF SHEARWALL5 (AS NOTED). - - cu--- PROVIDE (2) 2 x 4's AT EACH HOLDOWN LOCATION. I. FOR ALL 5TUGCO/BRICK/LAP 51DINO AREA FOR SHEAR USE 7/16" r - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - -� '� O.S.B. W/ 8D COMMON NAILS AS NOTED. FOR ALL 4' X 8' SIDING 8° x Ib" by !mss N USE 1/2" PINE SIDING FOR SHEAR AND NAIL W/ 6D NAILS A5 NOTED. FOR TRUSS BEAING POINTS UP TO I 10, x 20" W/ (3) #5 RODS coN'T. THRll i STORY c" 2. U5E I/2 X 10 ANCHOR BOLTS ® 4Pz__ O.G. I ( RODs coN�r. 1=oR 2 I I 5EGT1oN 3. FOR ALL BEARING WALL FOR BOTTOM PLATE AN UPLIFT OF 155(o# USE (1) I STORY SECTIONao I I THICKEN SLAB ( ts) CLIP STUDS ® 32" O.G. W/ TPP4. 10-8D NAILS (5EMCO OR EQUAL) HDP2X (SANIBEL STRAP) FOR ( oa EDGE 10'x16' W/ THICKENED SLAB I LU 4. FOR ALL BEARING STUDS AT TOP PLATE USE THOSE BEARING POINTS ao I ( ALL INTERIOR I I (2) #5 REDS CONT, EDGE 8'x8' W/ Q (1) TPP4 0 32" O.G. 10_&D NAILS (SEMGD OR EQUAL) ! I BEARIN6�I=OOTIN65 I I #5 ROD CONT. 5. FOR ALL HEADERS USE I RTP18836 STRAP AT EACH END. I TO BE to X 20 1N/ I ((� () E EOR TRU55 BEARING POINTS I I (3) #s RODS CON'T. I I 6. STRAPS FOR GARAGE DOOR HEADER 5T22 STRAP AT EACH END. (SEMGO) OR EG2UAL OVER 1556# AND UP TO ?. FOR HURRICANE CLIP NOTES SEE CLIP DETAILS. Igg2# USE (2) T522 GL1175AT EACH BEARING POINTLO 8. FOR DETAILS PLEASE SEE DETAIL 5HEET I 13'-10' 8'-8' 1'-4' 2'-8' 77=0' ( c C 9. USE 5/8 ,Y 6 RED HEADS ® 48 O.G. W/ WASHERS (ONE ON EACH SIDE OF TOP PLATE) `;' °D FOR ALL INTERIOR BEARING WALLS. � B 2" 01_T 5/8" SLEEVE `r I mi 7777777x�� o I I I ° N 10. FOR ALL INTERIOR BEARING TRUSSES USE CLIP ON CLIP LIST FOR ATTACHMENT TO THE TOP PLATE THEN AT TOP PLATE USE FOR TRUSSES REQUIRING HORIZONTAL �D r b� I SHAT BOTH Stt7ES W/zo I ,i USE (1) TPP4 AND FOR B0770M��PLATE USE (1) TPP4 MOVEMENT USE (1) STC24 CLIP cu I I I I TA6$ oSB. NAIL I N # USE 5/8 X 6 REDHEADS ® 48 O.G. W/ A BEARING FOOTING FOR A MAX. UPLIFT OF 545#. I � — — — — _ _ � I �. � ��— I � � OF 8" X 16" W/ (2) #4 RODS CON�'T. �2"80LT 51b"SLEEVES �' ( I II. ALL ROOF SHEETING TO BE -1/16 O.S.B. NAILED I5HEET BOTH 5101=5 I ___I � SIDES —_ ii- „ _ __ __ NAIL 36 O.G. BOTH — — — .._. — AT 4 O.G. AT THE EDGE AND 12 O.G. ALL HURRICANE CLIPS TO BE SEMGO OR EQUAL I - ---- I I I I IN THE FIELD. r 12. ALL SEARING STUDS TO BE 16" O.G. AND TO BE 5/P/F o , UNLESS OTHERWISE NOTED. NAIL 12D COMMON NAILS. 'v o I V) I I I 171 13. ALL HEADERS 6 OR LESS TO BE (2) 2 X 10 W/ 1/2" PLY'W. BET'W. FOR HEADERS OVER 6' USE (2) 2 X 12 W/ I 4' MONOLITHIC SLAB W/ FIBER- I L - - - - - � 1/2" PLY'W. BEVIN. UNLE55 OTHERWI5E NOTED. cu i 14. PLACE (1) 48" FLAT STRAP ® 48" O.G. I MESH OVER 6 MIL PELYETH- — — _ — — — J % N FROM SECOND FLOOR TO FI5RT FLOOR FOR NOTE: I YLENE VAPOR BARRIER OVER I .� UPLIFT ON SECOND FLOOR. CLEAN, TERMITE TREATED & I m COMPACTED FILL (TYP.) TRUSS # T—cl MUST 60 TO F��TIO� j I FOR TRUSS T—a PLACE (1) 1/211 X 10" ANCHOR BOLT WITH-IN b" � �-- - - �- - � r - - - - - - - - - - - - - - - - - - - J 4, LU z � OF TRUSS. THEN PLACE TPP4 AT I I Q STUDS ON EACH 51DE OF TRU55 L — — J _1-4' O TO WITH STAND IQ22# OF UPLIFT N FOR TRVJSUr . 5'-7' 5'-0' 13'-3' -1- v30'-2' 6'-4' 17'-6' 1L - mL 01.,T 3 o U N I T B 1995 v Bui�din P 0 U N D A T I 0 N P L A N Z g and Zoning SCALE: 1/4" = 1'-0" . = SHEAR WALL5 NAILED ® 3" O.G. = SHEAR WALL5 NAILED ® 4" O.G. SHEAR WALLS NAILED ® 6" O.G. E HD5A OR MTT25 HOLDOWN WITH—IN 12" OF END OF 5HEARWALLS (AS NOTED). •_ _ ___ _ PROVIDE (2) 2 x 4's AT EACH HOLDOWN LOCATION. _b i w f a I• FOR ALL STUCCO/BRIGK/LAP 51DINC AREA FOR 5HEAR U5E -1/I6" O.S.B. W/ 8D COMMON NAILS AS NOTED. FOR ALL 4' X 8' SIDING USE 1/2" PINE 51DINO FOR SHEAR AND NAIL W/ 6D NAILS AS NOTED. u ,' FOR TRUSS BEA I NC POINTS UP TO ____ 'A_:-_-----.•1'--:. . _ . ...._. .._.. -,•,w _ 2. USE I/2 X 10 ANCHOR BOLTS ® _4�__ O.G. . _ _ - _\_ _ __ __ -_I■ s 3. FOR ALL BEARING WALL FOR BOTTOM PLATE AN UPLIFT OF 1556# USE (1) O.C. CLIP STUDS ® 32" W/ TPP4. )10-8D NAILS (SEMCO OR EQUAL) HDP2X (SANIBEL STRAPFOR _ I -- _- •:.sem: _�- - - =� ;..-� _ - _ 4. FOR ALL BEARING STUDS AT TOP PLATE USE THOSE BEARING POINTS C c - (1) TPP4 ® 32" O.G.1���71`i�1�-3 (5EMG0 OR EQUAL) 5. FOR ALL HEADERS USE (1) RTFI5a36 STRAP AT EACH END. FOR TRU55 BEARING POINTS 6. STRAPS FOR GARAGE DOOR HEADER ST22 STRAP AT EACH END. OVER 1556# AND UP TO 1 (5EMCO) OR EQUAL '7. FOR HURRICANE CLIP NOTES SEE CLIP DETAILS. I11r-1:2# USE (2) T522 :CLIPS }> I ti L 1 8. AT EACH BEARING POINT FOR DETAILS PLEASE SEE DETAIL SHEET lu ,. •r��;s "'`�' ,mob ( Q. USE 5/8" X 6" RED HEADS 0 48" O.G. W/ 2" WASHERS (ONE ON EACH SIDE OF TOP PLATE) FOR ALL INTERIOR BEARING WALL5. 10. FOR ALL INTERIOR BEARING TRUSSES USE CLIP ON CLIP L15T FOR ATTACHMENT TO THE TOP PLATE THEN AT TOP PLATE USE FOR TRU55E5 REOU I RI NC HORIZONTAL j USE (1) TPP4 AND FOR BOTTOM PLATE USE (1) TPP4 MOVEMENT USE (1) 5TC24 W/ CLIP Z USE 5/8" X 6" REDHEADS ® 48" O.C. A BEARING FOOTING FOR A MAX. UPLIFT OF 545#. OF 8" X I6" W/ (2) #4 RODS CONT. Q Q I • 11. ALL ROOF SHEETING TO BE /I6" 0.5.5. NAILED V 1 } AT 4" O.G. AT THE EDGE AND 12" O.G. f \ IN THE FIELD. ALL HURRICANE CLIPS TO BE 5EMCO OR EQUAL 12. ALL BEARING STUDS TO BE 16" O.C. AND TO BE 5/P/F Z _.. UNLF-55 OTHERWISE NOTED. NAIL 12D COMMON NAILS. N ' ��„�r,J� 13. ALL HEADERS 6' OR LESS TO BE (2) :2 X 10 W/ I/2" PLY'W. N0-� M E BET'W. FOR HEADERS OVER 6' USE (2) 2 X 12 W/ J O� - 1/2" PLY'W. BET'W. UNLESS OTHERWISE NOTED. TRUSS # T-q MUST 60 TO POUNI7ATI01�1 - -1 --� 14. PLACE (I) 48" FLAT STRAP ® 48" O.G. " 11 11J FROM SECOND FLOOR TO THE FIRST FLOOR FOR TRUSS T-11 PLACE (I� I/2 X IO FOR UPLIFT. • ANCHOR BOLT WITH-IN b" N OF TRUSS. THEN PLACE TPP4 AT SQUARE FOOTAGE I STUDS ON EACH 5117E OF TRUSS Lu _ TO WITH STAND IcI22# OF UPLIFT A/C -- - -- -==__ (Ist FLRJ 728 C--n FOR TRUSS. CONSTRUCTION MOTES: (2nd FLR.) 818 -1 � SUB-TOTAL 1546 I. USE A 48" FLAT STRAP AT 48" O.G. FOR CONNECTION Of THE PORCHES/DECKS 150 I TOP FLOOR TO THE IST FLOOR. GARAGE 442 2. PLACE A/C VENTS IN ALL WALK—IN CLOSETS. ITOTAL 2138 BONUSi 220 0 fl 33'--8' 54'-0' �• 15'-6' - --- ----7/-4'--- - 6'-10' _ 4'-0' 8' —_ - 101-01 -- -- ------ 9'-10' -- 2'-4' 3'-0' 5'-10' 23'-0' w - --- - - - ---- - - .-- ----- -- -- - - ----- -- NOTEi NO WINDOW OR FIN WALLS W/ BONUS = ~ ROOM OPT, 1'-10' 4'-0' Q 06 H WALL 2 28 0 U z 34' W/ CAP GL. B OCK X 8 m 2-R&SH � o USE 1/2" BSG 6RADE CASUAL w 3 a N I = u� _ ' , , 'x6o' ` iv o � PLYWOOD TO GREATS ;� :AN. o D , 6 IR -- ARDEN -� "' CEILING DIAPHRAMEA DINING 0 5- o N No' ci TUB co } 9'4'X7'0' `r HS. bath OD 9' CLG. �' I ,^,II s 7'-4' 2' 4' 3'-4' '-6' 2'-4' 3' 0' 1'-8' 1'-8' - 4'-0�'� 4'-0' (U t`l l n U N --- --- ----- — . larval o VINYL CLC. — - - - - - - - - - - - - - - - o i 8 CLG. m • • In MASTER T E R VINYL oo ! 10 0x11 4 BA-se CABINET W 0 p INYL o _ 9 CLG, BUILT-IN MICRO r' SUITE • A ' `I 2 0'W L. o CONC. SHELF ABV. Zo R H TFSI 5'0'X11'4' WALK I 0 c� G 'c1l i 2'_2' 7'-10__ _ 9'-10' 8 1'_8' 2 2' 3'-8' _2 a o I 0 6' TRAY CLG. IN A HOWE � Q CLOSET, 2 6 - — KITCHEN 2x6 "'ALL 2 8 cmrLT �' WMP-1217 z - ' GARAGE WI coI � 0 O 2 8 00 2'-5' 9' o' I 12'6'x9'0' C.O. o I o m 6'- 2-R&SH I �'> `'' 305 SH 9' CLG. (h 20'0'X20'0' N N ------------- - - VINYL o 8' CLG. N o v 1-R&SH ` \ WALL o o ,N = / 2'4' CONC. '" I o W/ woo cu iv v, D/W _ �° J n- Si�T BOTH SIDES W/ x N ao N N N 1 s3 J< '7�b 0.5B. NAIL N N % o / ¢ 3 O.G. BOTFf SIDES N a 5'0' N CAP `0 0 �6'. S—K REF N 3 v r' 4 3 a t SET BOTH DES I --- 2'0' 2'8' SHEET BOTH 5(D1=5 � 1� / — — — — — — — — — — — — — ._. _ . -- — — — o NAIL 3" O.G. BOTH Z N A NAIL IL 50 O.G. BOTH 9 F` SIDES CD /- ------- - N # J in 9' 4' 3'-6' 3'-6' 3'-6' 20'-6' co, E R❑❑M #3 '-6#�- 3'-8' •� o o - -- - BEDROOM # bat 10'2'x10'0' c o LIVING Ln 10'2'x11'4' 8' CLG. ;� 8' cLG. R❑ I M OL 8' CLG. VINYL 'Io CARPET 1-R&SH • I Z CARPET -- 13 6 x13 8 :� DINING N' 0 _j 9' CLG. 36 FIREPLACE W/ -� r J l I a I :a �I is N � ZD _ • CARPET FLAT EARTH _ ROOM r \ �'�' 10' CLG. i N i ----- - ---- I WALK 06 A I !� v� /-'NoMA►mE" 12'6'X10'0' VINYL 00 W CONC. • C CLOSET -- cu I -� ,i o N o 9' CLG. iu % , N � NN i M CARPET INO -1 - — - - - - --- An 1- N — - 305 SH 3030 SH 304 SH 0 0 i I m -41 :31-61 o <2 3 50 SH Qu 12' CANTILEVER/ SHEET BOTH SIDES kV WINOW SEAT z 7/Ib" 0.5.8. NAIL USE 1/2" 15/0 GRADE Q < 3" O.G. BOTH SIDES PLYWOOD TO CREATE - � O � A GEILINCS DIAPHRAME Q Q 2'-2' 8'-6' 2'-8' 2'-8' 2'`0' — 8'-6' y-7' `S%0' 4`11' 4'-4' 4'-4' S'-4' 1'- '---------------- V 10'-8' 5'-4' 10'-6' 7'-2' 15'-6' — 8'-8' 6'-0' 6'-4' -- -- -- ---- ----- -- -- r U ----- -- ------- ----- 33'-8 - -- - -- ----- 54'-0' _ ur rr it nU N I T B U ' N I T B zv S E C 0 N D F- L E 0 R P L A N F- I R S T E L 11 11 R P L A N SCALEI 1/4' = 1'-0" SCALE= 1/4` = 1'-00 o PAN ONLY t� Q f 1 1 1 � o f t9 / lu 1 LJ O v fArV JU / /f \ W PHONE / a/ tu O O ELECTRICAL FLAN 2NI7) FLOOR m D - - \ \ ff LIC-147 IN 5TORA&E \\\ LU �_--_- THE STAIRS — i 1Lo PAN ONLY Q FREWIRE FOR 1 A 6ARA6E DOOR 1 AN 1 ��� OPENER I \� _ COM130 NLY Ll ay �PI�Y�iRE / / 0 FAN / IYNLY IL -1131`266 viME—(n P I \ 1; NQ7E ILO z tu � p v �. ELECTRICAL PLAN 157 FLOOR STUD TABLE Stud Spacing for Exterior Load-Bearing Walls BLOGKI REQUIRED CeilingNo. 2 SPF No. 2 SYP No. 1 SYP 2X4 BLOCKING a BETYrEEN O UTR166ER5 SHEATHING JOINT HURRICANE CLIP Height 4' FROM GABLE 2x4 OUTRIGGER 2 X 4 2 X 6 2 X 4 2 X 6 2 X 4 2 X 6 END .\ 0 48 O.G. ,�N-2S OR EQUAL 0 4b' O.G. -_ -- -- 1/I6' STRUCTURAL \\. U-MANGER "1 9 ft. 16"o.c. 24"o.c. 16"o.c. 24"o.c. 16"o.c. 24" o.c. ROOF SHEATHING-\ \� 22x4B SE 10 ft. 12"O.C. 24"O.C. 12"O.C. 24"O.C. 16"O.C. 24"O.C. RAFTE11 ft. NIA 16"o.c. N/A 16"o.c. N/A 24"o.c. X LT SHINGLE STRIP 12 ft. N/A 16"o.c. N/A 16"o.c. N/A 24"o.c. 1 FASCIA 13 ft. N/A 12"o.c. N/A 16"o.c. N/A 16"o.c. 2x4 X-B E I � 810' O.0 TOP CHORD OF 14 ft. N/A 12"o.c. N/A 12"o.c. N/A 16"o.c. r GABLE END TRUSS l - DROP 3 1/2• Note: This table applies to structures with mean roof height's<25' and i CONT. 2x4 SCAB constructed in a wind zone of 100 mph or less. 2x4 SCAB I FROM TOP TO CONT. TOP O I BOTTOM CHORD 11"d Rows ad COAk @ 4 "O.C. BOTTOM a X-BRACING StI'UCtI.II'al NOtE'S ROOF SHEATHING CHORD B _ (PROVIDE FROM GA ADDITIONAL 2x4'6 AT VERTICAL IF TOP CHORD 3) 12d NAILS ( HIGHER THAN 48', 1. All laps in top plate shall be a mininnun of 4' and nailed with 12 - 16d common nails. TYPICAL AT TO FORM AN 'L' X-BRACING 2x4 SCAB IF SHAPE) 2. All shearwalls shall be nailed at 3"or 6" o.c. as noted on all edges and 12" o.c. intermediate DOUBLE GABLE I + I—VERT. WEB IS ar- kj&,L- T2uss To (U.O.N.). 1 TRUSS I NOT PRESEN p,up� pL„T� w�,6ol �o�•c with 8d commons Dlock all unsupported edges with 2x4 tlatwise blocking. Shearwalls shall be 15/32 CDX or 7/16 OSIS. BLOCKING BOTrOM CHORD - l CEILING OUIPHRACt1 OF TRUSS '• TOe.' AIAIt. t0 TOP PLAT& w/I60( GoM _BOTTOM CHORD OF 3. All gable ends shall be balloon framed or framed and braced per attached detail "o,c•-- • GABLE END TRUSS lu P - � _ CONT. 2x4x8' 1`2 SYP -(2)2x4 TOP PLATE 4. Strap header studs to double plate with TPP6/4 at each end of llcader and nail with eight(8) - ~ LATERAL BRACE 48"O.C. l Od common nails (U.O.N.). * 2x4 STUDS DS is T`r'PI SAL �iv7'FRioQ s H EA,;;,.lA:. UNBRACED LENGTH OF X-BRACING MAY [O�/NFCTfO�✓ leo(?f 2x4 BLOCKING � / 5. I-leader studs and header cripples should be nailed together at 6 o.c. w/16d staggered. Clip NOT EXCEED 10 FEET. IF LENGTH DOES GABLE AND FIRST unit to shoe plate with one (1)TPP6/4 clips and nail with eight (8) - I Od common nails EXCEED 10 FEET, ADDITIONAL SCAB TRUSS (U.O.N.). IS REQUIRED. 6. All window and door components must withstand a 100 MPSI wind load. 7. All connectors are SEMCO or equal (U.O.N.). SEMCO TPP 4 3200013LE PL4TF FLATFORM FRAMING GABLE END 8. Foundation design is based on a minimum soil bearing capacity of 2000 psf. I\' I I I I — ! _ I�t— 9. Design wind loads are based on SBCCI Section 1605 with a wind speed of 100 mph. - l -7/1(0 0513 SHEATH/NU - /VA/t_,EC) @ G'/O,C, ON ALL 5UPPOCTS W/9 C1 COAA ort, $CI Q$, f / TPP + 2x 4 TRUSSES (e 24 0. C.. ° TPP4 �• F,8ER*-1_AS5 .SNrNG+LES OVE+t ISO ' o NAIL W118 - 10d COM, 0 HuRRI LANE CLIPS- A5 NOTEA R-30 TN gut. 10 Vi' CCILIW& (BOARD - 2K ¢ SPF STU05 C�Z.)-2x415 SVP TYPICAL HS&DE2 SEMCo TPP4 e 32''o.c, DETAIL of TPP4 CLIA ST(LAP I4& - UNLESS CNAIL OfltFn-w1SI= A16T"EO !N /8 -1od cOA,. �,� 1/2 (3RvWALL SPEC/FlL �o Ch 7/vA15 ' 2114 SPF Sruos °L i&'Iac, CMIN, i _7/�(o o,5.8, SHEATHING i NAIL A-S NOrEO INSTAR. LDAICT 0IAAEA151000 /~C2oSS STvo S FOIL STUCCO FiwtSFl ►� Hoo r3OLr IAV5T R-II INSUIJA1-ION i NOTE, h C SrULco FINISH H 1.A/ o (_AP f j gIEAp�1 STUBS olt $Hair 5141A1(t kc, NarE� F{.oCR SYSTE• . W I T 294 P,T SILL w1VZ'j(1O'14,B �K4 p�A.IE (SYI°) ,I „ @ 32"O•C, AND. W 1rN/N Co" OF,4LL TIM13t�S'r(1ANV- Rtti< JOIS7 TPP4 1 TPP4 Ih >< I U A.$,s @ 3� 0 0, CC)RA1E�Q,5 �cAIO OPEN/NQS. VSE 0rC Fa-3 C i4 c,c I SEMco TPP4 CLIP e 3�''••C �"�Z"� I/'B " VIA sladrzs NAIL w/ 8-10 d COM _ _ _ STILAo p5E1wl=En/ Ft.1L5 ;�{" k_MIL V,41-0,1? 2 13ARrE� I v�$IMP$O� cS lC, I LONG a -AAV O✓E,C 40AAPAt.T6O )F144j L 32'/ SNAIL Oct eum aN ur'pEtz.- ANP it - Vr<aT (Z ALL LORNE0.5 LOWo�kL STL)QS TYPICAL HERDER STP\ M' 1 N G GRADE JV Mo Ar 4' o.C, , MIN, 6"HOOK ,vro FTG, ANO /2" HOOK /NrO SLAt z - 2X_4 4 - SYP / ear 1h ' x I6 CoNL. FrG, MosSA6ArNI-4CT TVP/CAl WA&L 5EC r/ON FL.00►z LEVEL ST KAPPING sr.Mco TP P 4 'la o. 1�"><10' w/2'KZ'x 1/$" I/s-'Y10'A.r3 G 32'o.c, 2X4 Pr -10/10 WWM ALT". SI,tnPSON MAS(2 24'o,c, �R 5EMco FA 3 2 -2g''O,c, CLIP• STUDS TOP AND FXP ,)e I rJT = �w - - as:4 Gd�•eLs e 48"0,�, _ BOTTOM W/ TPP4's 2 @ 32" O.C. SEMCO TPP4•f�52 O.C. ►/ 6v w�sH�2 �,CMU s -✓ _//� /// - //( - /// - /// - /(/ 2)14 Pr SILL 04 $ILLS�AL 1 x7" WEDGE vE2r qK°o•� Arc ANCHORS ® 32" O.C. qT ALL COrINF�tS /Z' Cox G.- 10/10 -wm oa Fii5 IjL eg vo iAlro s4t8 AAIB 4" CONCRETE SLAB W/ io I.WK INro Frlr, 6x6,10x10 WWM OR • /—• - , — Q. FIBERMESH REINF• h• /// t _ _ - (zRAOEILI 'N %�111 ! to %/1 :c - - - /// !ll N WEAL LOn,�P,�crEW FIc.L • _ r _ //!�h • _� 6 MIL VAPOR BARRIER OVER QD TREATED & COMPACTED FILL =N_ /(/=///_/// (2) #15's CONT. 8" 1 4 ,- „ 8„ 2,# � s GonIT, c /VI,IJ. 25"UAP AT C0QNEe3 -use 3- i $ I-61/ - 5 -#>1 q-s CONT, STor,ry U E THICKENEDSL 12." US 3 =< 5 <.Dar roti -- -.. TyPleaL QETAIL. S Fo12 klote,Tt+ F'erq. CLASSIC �} ./ 2 -STotiv Cont41 r1oA) ,�.f� .. � � _ ,�ht3 .. .,, •{ '' TP/ OT YCAL F-O /A/G- @ CAQ.AG t = t . ''►; 1L0 iy ' Jeffrey K. Hulsberg, P.E. eo 3015 Hartley Road, Suite >10 t L 5To2Y 1 F. I, '�' Jacksonville FL 23357 /Vlon/oL/ TN /G �F�ooT/NG- Dara /� .,, 1� ]Revision �"'' Scale: A d, . / a ; ' S NOTED Date: 13 - No. Drawn B `.�� •,111 h *. q Q IF O rn tV C" G'2 C CQ cc lU I } • riI I w C� I w LU lu z Li lut O O -1 z m • fl II � UNITW1 0 F , T, 5 0 N U t*-I. Q m F F L A N SCALE: 1/4° = 1'-0 < LU U '� 20'-4' f O Cn r _ , O d5l lu c � . b" — • . . . . . . . . . . . . . . . . . . . . .. .. . . . . . .. . _�. . — . — . — — . — . - - - - - - - - - - - - - - - - CURB A — . — . — . — . — . — . — . —G1RBA I I 6' IO" X20" W/ (3) U5 10" X 20' W/ (3) #5 -N� • RODS GON'T. FOR 2 I I I SECTION CONT. TNRU i STORY THICKEN SLAB 10" X 20" I STORY SECTION I I j THICKEN SLAB i W/ (3) #5 RODS GON'T. EDGE�O'xlW W/ tl-IICKENED SLAB L p FOR SCREEN LANAI I C I FTS` I I j 3) 5 RODS CONT. EDGE 8'x8' w/ (1) Ll 05 ROD CONT. m � 0 'v N m � � I II Q I I 2'-O° I IMOOR x 14.I II • — • — . — • — • — • — • _ . — • — • — • — • — • — • - F R SAFE LL _ J J N 4' MONOLITHIC SLAB W/ FIBER- ' MESH OVER 6 MIL POLYETH- YLENE VAPOR BARRIER OVER CLEAN, TERMITE TREATED < ! I n COMPACTED FILL (TYP.) in ,,nn u VI . — . _. . _ . — . _ . — . _ . _ . — . — . — . - _ . _ . — . — .— . — . — 4� _ . — . — ' J w Q X1..1 , y p � p � LL v _v T IL �. LLI APPROVED MY .OF MARC BE11CH UI I DUILDING OFFICE I �t f 11 II -••. (JR 3 0 U N A T I N L A N SCALE: 1/4' = 1'-0' d i t a 2'T'-S' ` 7'-2' NOS THRU' CU* T i o - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- • I II 1 II � SLOPED }J 0 CLG. A 111 12" 001 I Z - D 1O z lU • � m 11'2'x10'0' � � Z3 Q 8' CLG. _to = z �- - - e C O QU SLOPED W CLGz • n .I � �iz� Q • I� . �1 e ---1 m I In � DC _ SQUARE FOOTAGE m >L lu AIC, 1- (Ist ELRJ 128 O O • �'-4' X 20'-4' (2nd FLP-)) 818 _.._l SUS-TOTAL 1546 21'-8' PORCHES/DECKS 150 Q GARAGE 442 TOTAL 2138 am O N U I� E30NUS: 220 SCALE: 1/4' = 1'-m" Q 5E� Pee\N� o 0 4'-0' 8' 10'-0' 9'-10' 2'-4' 3'-0' 5'-10' 23'-0' COORDINATE W/. V-1181 21-11 4 11-101 4'-01 USS SyP 5T" ) -- 5� . LAUNDRY ROOM WALL g 2 0 5� 28 0 �T52��3 Sw n,cT T `3 U — —— —— —— — �4'' Ukt GAP- . GL. B OCK 2 X 6 GL. B OCK— — — — — — — — - 2-R46H_" KNEE 1PIWD,/IDE I IIw PRENIRE FOR A ( �� _ _ _ _ _ _ CHUTE Pp,C PA1�L 0 5 IN< E 5 STE . . 6 N _ I CASUAL AN 1D I I Q IL e � . _ . _ . - - - _ . _ . _ . .� . IR N I SGREENLANAI ° 0 5- �bat�/ � a tl1 _, - I D f f I�1C Hs. PROVIDE A WATER ` Il'-4' 2' 4' 3'-4' I 2 -6' 2'-4' 3' ©' 1'-8' 1'-8' 1' 2' 4'-0M '-0' 1 � ` SCr���1 la�1a i `9 9'4'x-i'sa! NI l ndr I3 SOFTNI=R LOOP 8' CLG. 0 i i . 5' CLG. n ' CLG. 9 I MAS 0 I I — VINYL 4 1� CLG. VINYL cA � "INYLI I •�- _ISI.# I I a 2' � i40CONC. ���� t HI STi�AP 14tAR� �I =• WALK �0. cn L. m 8'-0" 2'-O"� 9'-10' g' 1�_g� 2�'2� I I w �� seµ 8' rd x11 4 ( ;- � E N 0NvY . 280 1U O ' l'C,4Rf�E'1" • — — — — • — • I• fi) CLOSET 2'6� I qxq PoS,'a� SIMPsa� 1 1 DIW I T�1 I C Irl 2X6 WALLZ�3 ( 111 L .ILMP-1211_ . . _ . _ . `� = I Ayu4-f POS(- 10 GARAGE - I G[. - 4 I To PosT'�/ °. I 12'6'x9'0' c.o. C�,4}��" ACBEkLI m 2-Rt51-1 • -, n1 p —_G4P�• 5� _ I ( V CLG. m W'Tzs274 20'0'X2O'O' cv m VINYL 8' CLG. I WALL • _ e 0 ND$� 2'4' coNc. N I a c" N , CAF N N N 95. A � MI G Q Q x N 5 0 in cn ifD I � o -4 + — RE1= X U( 10 ' 2'0' 2'8` I \rye I `t - - - - - - - - - - - - - - - - - - f z n Ill _� r LT I�RTH W/ �4�n- 2'O" X P " CUTOUT I 1 J ASV. G (NETS `' ROOM r+ 3 4 vl SlnnY PA I b D ROOM #3 '-6'v 3'-8' 3 to 1 \ 13 -8 9 4 3 -6 3 -6 -6 20 -6 sra4n ,vaa. cA (h `C' Ib' ib" X 14" r _, .2 2 . ( \ 2I- 4�4y �- 5EDROOT"1 #2 ba t>h 10'2'xlO'O' I i L, f Yf NCS . SAFE L_J ;h --► lyd'2`xll'4` 8' CLG. 8' cLG: -- — -- — — — — --- -- — ---- — VINYL 0 CARPET 1_RtSH � I 2' " X I'b" GUT 8 CLC. ROOM � CARPET �+ — — — I _� D 1 I V I I�1 IN STAIRWELL 0 _ _ ��$a 13'6`x13'8' f o -- -i 1 o i s MT'(2$ R � — "D WALK 'a 9' CLG. 00 rICNYLGL. IN .� Q ;n CARPET 12'ro'x10'_0` CONC. `r N 0 CLOSET I! CV C:LG� 0 0 9c�rP Oil 64 ti� IT/`y / c 0-441-017- CLOSET 7 dAs� cn C„ �n ,� _, N RPE U) N - N 3044 SN — — —---- — 5�--- -- -- 0 305 SN l2 30 IL 12' CANTILEVER w WINDOW SEAT Q LU -A > (1 7 2'-2" 13'-4° F-(u Nf7 ' 2'-2' 8'-6' 2'-8' 2'-8' 2'-0' 8'-6' 4'-4' 4'-4' 5'-4' 1'- ' IL ' 10'-8' 5'-4' 10'-6' 1'-2' 15'-6' 8'-8' 6'-0' 6'-4' 1�'-6' � _ 33'-8' 54'-0' V ' SSL✓ ., . X L.� I �L f T 11 II U I `� I —— .. .. Shearwalls nailed at 6"o.c.on edges and 12"o.c.on intermediate supports with Sd • ' ��••,.•,1•I �•.,f�: '••• O —1 common nails. ! •• tT z 5 CO1�1h ' � LOOi� FLAN � f QST F � OO � F LA1�1 � Y2�,'`': >L --—�••�- � Shearwalls nailed at 3"o.c.on edges anp? + � � 12"o.c.on intermediate supports with 8d� SCALE: 1/4,' = 1'-0' SCALE: 1/4' = 1'-sa° common nails. ,,. `4 . f, 1 t 4 t 12 12 J • 2nd FLOOR BEARING lu v lu f i z WOOD Q W TRIM 4x8 VERTICAL V Q 00 SIDING 10'-6' 2nd FL FINISH FLOOR 1u STUCCO V-1' BEARING z WOOD O 1x8 VERTICAL TRIM Ni SIDING D - Lu tL O o let FL FINISH FLOOR APPROX. GRADE g _ N � m U N f T. 11 11 U N f T f H T E L E A T I oil E A E L E A T I SCALE: 1/4' - 1'-o' SCALE: 1/4" = 1`-m' Oct) 12 FIBERGLASS 12 SHINGLES � ? • 4x8 VERT. SIDING (SIDES t REAR) STUCCO KEYSTONE r WOOD BANDING (SIDES t REAR) FALSE BUILT- dg L O OUT BALCONY LIGHT TEXTURE STUCCO — — — (FRONT ONLY) BONUS ROOM CLG. STUCCO FRIEZE (FRONT GABLE ONLY) I 4' STUCCO TRIM I I I I (FRONT ONLY) # - I I ► STUCCO 10'-1' SEARING I I I BANDING( XZ - - - - - - - - - - - - - - - - _ — 8'-1' GARAGEBEARING — BONUS f QN. TRUSSES STUCCO I W/ 6' BOTTOM CHORD COLUMN 011 • 0 n n - m u. 1 FL FINISH FLOOR < APPROX. GRADE Q Lu z O O v • UN f T UNIT L EFT E L E AT f oN . f 0 N T E L E SAT f 0 F- SCALE: 1/4' = 1'-6 SCALE: 1/4' = 1'-0° . rr X 13 Aj 0 F T N U E L E A T f O1�lS �` � ` r•• • ' 1 • I ( UJ iol of . � • •rte • z ,z1't� • � • - - ,4,nom\ ILI M . - . - . - . - . - . - . - . - . - • - • - • - • - • - IL lu �U5 i� OOh'i � m• v E LAS SCALE: 1/4' = 1'-0' a i PROVIDE ACUS`' CREDIT FOR FIXTURE PANEL FOR PREWIRE ONLY PHRLPOOL GARDEN lu \ RE FOR A 5MINKLER SYSTEM11t— PREWIRE FLOOD LIGHTS --- ��. • - _ - - • - _ . •v• I ---� II • I PROVIDE A WATER SOFTNER LOOP R,aw x� I I � / TEL � • _ • - • — • — • — • — • _ . _ . tel - I \ PREWIRE FOR �/ In / \ / \\\ 6ARA6E DOOR � m . — . — . — . I \ I ' ► OPENER — — — — , R TO SUPPLY TO 6MTO BELOW AHOY 1p # 1 Ib' X Ib` . 1 V ' � 5 FE DL - _ _ • I � �� WP o r�' 1— --_I�_� - _ PREWIRE FLOOD LIGHTS L' N N • m Q J J SEPRATF PHONE LINEOL U N I T U N I T x 5 CO1�lh 1. 00 f i� 5T F1. 00 o - 1 KIM • E L E . 0 T FR C � L A1�1 E LEC �fi f C ' LAl�l zQ = . 5CALE: 1/4' = 1'-0' SCALE: 1/4" = 1'-0 ' STUD TABLE Stud Spacing for Exterior Load-Bearing Walls ' t3LOGKIN6 REQUIRED 2X4 BLOCKING • eaTMEN OMIC76ER5 ailing No. 2 SPF No. 2 SYP No. 1 SYP 4' FROM MG JOINBLE 2x4 OUTRIGGER HURRICANE CLIP Height 2 X 4 2 X 6 2 X 4 2 X E 2 X 4 2 X 6 4' FROM GABLE N-23 OR EQUAL EI•b �. 04680.0. �• 4D' O.G. --- -- -- 1 fine• sTRucTURAL \ u-HANGER 9 tt. 16"O.C. 24"o.c. 18"o.c. 24"o.c. 16"o.c. 24"o.c. ROOF SHEATHING 1 2x4 BARSE 10 ft. 12"o.c. 24"o.c. 12"o.c. 24"o.c. 16"o.c. 24"o.c. / RAFTER CONT. 11 ft. N/A 16"o.c. N/A 16"o.c. N/A 24"o.c. SHINGLE STRIP 12 ft. N/A 16"o.c. N/A 16"o.c. N/A 24"o.c. 1 2x4 X-SPA&EFASCIA 13 ft. N/A 12"o.c. N/A 16"O.C. N/A 16"o.c. • a'o' or_ \ TOP CHORD of 14 ft. N/A 12"o.c. N/A 12"o.c. NIA 16"o.c. f GABLE END TRUSS 1 -0• DROP 3 1/2• Note: This table applies to structures with mean roof height's<25' and CONT. 2x4 SCAB constructed in a wind zone of 100 mph or less. 2x4 SCAB I FROM TOP TO CONT. T O I BOTTOM CHORD BOTTOM • X-BRACING ROOF fF1fATT•110 CHORD - (PROVIDE Structural Notes FROM ADDITIONAL 2x4'• AT VERTICAL IF MON p� ' '31)12d NAILS I HIGHER THAN 46', 1. All laps in top plate shall be a minimum of 4' and nailed with 12 - 16d common nails. • TYPICAL AT TO FORM AN 1' X- 2x4 SCAB SHAPE) 2. All shearwalls shall be nailed at "0 6" o.c. as noted on all edges and 12" o.c. intermediate OWBU Gem or VERT.IUEe IS • OPE NAIL. Trus: TO with 8d commons (U.O.N.). Block all unsupported edges with 2x4 flatwise blocking. TltUss NOT Pry �u8 0,p'`"T,L /ICd cam Shearwalls shall be 15/32" CDX or 7/16" OSB. eLocico,o Of TRUSS M G�.4BLEEIClD TRUSS 3. All gable ends shall'be balloon framed or framed and braced per attached detail. ctxxlo owrnRAota Toa NAIL To TOP t�[I►T! _/Ibd cwt Q "e.c. . CONT.2x4xe' 82 SYPJ2x4 TOP PLATE 4. SIra header studs to double late with TPP6/4 at each end of header and nail with ei ht 8 • LATERAL BRACE p p g ( )' 1 • 48' OAC. 2x4 STUDS • IOd common nails (U.O.N.). 7 YP►CAL .r*V7YXI0A. SHEAAWA[.L UNBRACED LENGTH OF X-BRACING MAY 2x4 BLOCKING • / The Dom' 5. Header studs and header cripples should be nailed together at 6" o.c. w/16d staggered. Clip COMAOWrIOM t Roof NOT EXCEED 10 FEET. IF LENGTH DOES 48• O.C. 5ETUIEEN_/ EXCEED 10 FEET,ADDITIONAL SCAB CA15LE AND FESS r unit to shoe plate with one (1)TPP6/4 clips and nail with eight (8)- 10d common nails IS REQUIRED. - (U.O.N.). 6. All window and door components must withstand a 100 MPH wind load. 7. All connectors are SEMCO or equal (U.O.N.). 8. Foundation design is based on a minimum soil bearing capacity of 2000 psf. SEMCO TPP4 Q 32o.e, DOuSLAE Pers fi L>r4TF0R1"i FRAMINGC��1�3LE E1�1D z- %W%9. Design wind loads are based on SBCCI Section 1605 with a wind speed of 100 mph. - '711(o 05(3 511EArN/NC► - MA,L,ca @ G~O,(, i . oN ,4 t.1 s1►►►otTS w/o at VM on. 8d QS. ' 1x ♦ -rrws5Es (d 2.4 '/0. C. 0 TPP4 TPP ♦ COafeCrLAss S/rINCKEs OVA* /SfAr o F-- NAIL tod COAD{, Ej • HURRI cANf CLI►S A5 NOTEA R-SO SN WL 10- 1/2." "oi..Iw(. LAAO 1K 4 SPF sroos TyQI CLAL 01)-2x4 s SVP SEMLO TPP4 Lo -52"O-C' DErAlt- OF TPP4 CLIA SttiA,►INET - (1NLIS5 Otnstiwtss Na>'Ifo /A/ CN�I� w/0 -1044 c•A�) I/i' DItVW,LL SPEC./FIG I-o CA t/OA/S 2.4 SPF Sruas e I iy0•t, -7/I(o~ O.5.8, SNErATHINCr CMON. go. 1) NAIL. AS A10r-IF0 ► INSTALL• LOW4,M41M510W Ac/Zoss STLOa s Fok Srucco Fw►sN NocE1 &WCHot 13oL,r MUST R-II SNw1.^rlo,J BE WITM,A/ �„ of SruLLo FINIiN MICApQ1 STUBS I-AP opt 5/1ARt 5141&J&- Ott /IlorC* �� f,Ir10 4.6 FLOOR SYSTILM v4 P. SIL with slr4 t'L+lE (SY�) P.r. L rpp4 T I/1 x I u r �l.A,s Q 3i�o c. @ 31•/0,C. AND Vr[tN/N G" of ALL T[Mr3Ec-sraANo RiAA Jo[c•r ' CORIVE4,S ANO OPEN/AIO-t. USI S o� FA-3 C4 ZA "o.0 C � � SEMCo TPP4 CLIP @ 3a"•.c �` NAIL w/ 6-10d COM - - „ �♦ SLAG STAN gE-IwEEM FLIQ_S W/SIMPSO"I GS ICO 1 44 LON6) ,r EMIL_ VAPOR /3A4[t/rC •► GAMU OVEOC COAAPAr_rEO F/LL 32 00C. , NAIL .r/ll- Ipc� GoM aN UPPED ANI 1 K4 Vffor ED ku C01tA(E0.S Lowlew- STUMS TYPICAL HEADER STR R P I N G GtcAolt .t4 ASID Ar '4' O.C, . MtN, 4"HOOK . INTO Fr*, ANO /2 _q At NOOK /Nro At 2 - :Zx4 5 - SYP e"x 161r C,o•lc. Frc., •• ' ; •� �4S fONr •• f --� : 7/`,. OSS SNEAT'N[M(> TYP/�,4L WAA.4. SECT/UN FLOOR— LEVEL SjKAPPtNC, 'sILMco TPP 4 '42'1s,C. 1,!L:R10'ala.Q 32-/AG• 1X4 r SI« fix{,-to/lo wwAt ALT'• SI MPSdJ MA S e 2'+'"O.0, FAP /wT• 04 5EMco FA-3 a zA'o•C. CLIP STUDS TOP AND - s4 a,•.Elt Q 48•'e,�, BOTTOM W/ TPP4's ML SEAACO TPP4 Q 52"o-C. Z"R2"R V&*' w�sH�R. ® 32" O.C. r /// 14,4 Pr SILL 64 S6LL."AL_ 9 cMu s /// ///_ // y ANCHORS OD GE 32» O.C. t � q VF►tr @ 46*0.e- ANo _ - II / "• — Ar ALL tti oA4a.L,S `'/12" (ON(0-10/10 wwhl 02 F►n"n,}esy ,1/D [ re 1eT6A� 1 g E1A116 / a" CONCRETE SLAB w 6""NX M7 6x6,1000 WWM OR "FIBERMESH REINF. 6 RA of • IG - - - ;• • 4SnvNr (! , fill ft 0 fit tu ~n) :[ - , •? �• p �� 1/l II � WC AIPAc-rc11 FI N .ti >e //I - o '-� LL. Gv e1- 6 MIL VAPOR BARRIER OVER o. TREATED do COMPACTED FILL ///'�/�_//_I 8" 1'-4" 8" (2) Iy5's CON T.', 2_0 57.& c•NT, N -use 3-ass/ l M1,j- ,1.S'LAP AT CoR�vEv ZQ 4 Slow �aNr. 0 "1", 2 1 � ST R-y ',Z- 4-s c,rvr,of "'I. H If ((11 � t o -use ->wU ,( ,� , �O� THICKENED S , 9•• A•-•••-•, (j, , TYPICAL o r& .S FOR Now-TN FLA. CLASSIC � Vs tt► 3 5 coaT 1 1, t t • TYPi CAL F-007-141&- @ G/�Qhc� I �" s •sTOA� c•No l r�a►I x�$.; 1 t A • Jeffrey K. Hulsberg, P.E. �- �� F r �, 3015 Hartley Road, Suite �O 1 STo4.Y • ��I bc*� , ,�r Jacksonville FL 23357 /V(onloL/ TN/� Fcorin/G- DcrA /c. .... Scale: A ri Date: 1 Revision No.: I Drawn B