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Sevilla Boulevard 1801 REVISIONS REV DATE DESCRIPTION DRWN BY APPROVAL 0 18SEP96 INITIAL RELEASE DAVE H 1 06MAR98 FRAME TO BLOCK J BONN 2 06MAR98 SESSIONS RES J BONN OFF-RIDGE VENT' 12 7 12 10" DBL KEY ® +2 1/4" 7� 7:12 PITCH 12 7:12 PITCH 7 24 DEC VENT 6 x1 1/2" BAND 4' CIRCLE TOP 8" KEY ® +1 1/2" " 6"x1 1/2" BAND 6"x1 1/2" BAND 8" KEY ® +2 1/4" CIRCLE TOP OVERLAP 2" TYP @ GABLES 11'--0" BRG I 10'-0" BRG 3' CIRCLE TOP I _ - 5 PLACES 8" RAKE V-4" 8'-0' BRG j _ - _ _ O.H. 8'-0" BRG ' 8'-0" BRG 8'-D" BRG 1,-4" M _ - - Q.H. V-4" V-4" 2 O.H. O.H. Q.H. Q.H. TYP Q.H. co 00 TEXTURED CEMENT OVER BLOCK AC L L__j 0,-0,. FFE ----------.--__ ------ .. - - _ _ -- -- " 0'-0"_FFE --- ------- --- --- __- _ ___- ---- 0 , 0 „FFE 0'-8" FG 0'-0" FFE _ _' _" _- -- - ____ _ ___ ___ __ ___- ---- -- - ----- --- -- - - - -- _ - -0'-8 FG -0'-8" FG -0-8 FG 6" x3/4" BAND- TEXTUREID CEMENT 2'-0" 5'-4" 2'-0" 6" x3/4" BAND OVER BLOCK 6" x1 1/2" BAND- 6" 0/4" BAND 6" x1 1/2" BAND- LEFT SIDE ELEVATION FRONT ELEVATION "D" 6" x3/4" BAND— SCALE: 1/4" = 1'-0" SC:ALE: 1/4" = 1'-0" (OFF—RIDGE VENT 12 7� 7:12 PITCH 12 I 7�8" RAKE BRG I I 7:12 PITCH 10'-0" BRG _ _ _ _ -- _ _ _ _ - _ _ - _ - _ _ 10'-0" BR 1 I 8" RAKE V-4" 8" RAKE -- - --- - - 8'-0" BRG I O.W. i 8'-0" BRG 8'-0" BRG 285D 8'0" BRG `- - 12020 TRANSOM TRAN 4020 TRANSOM V-4„ Lr- r�- 1 4" II O.H. O.H. O.H. O.H. O.H. Ll TEXTURED CEMENT $o a0 00 OVER BLOCK TEXTURED CEMENT t° `° `o OVER BLOCK 0'-0" FFE _- - 0'-0" FFE 0'-0" FFE _ _ _ _...-__ _--- __ _ _ ___ ._ ------ 0'-0 FFE -0,48„ FG --0'-8" FG -0'-8" FG- --- ----- - -- - -- --- ---------._.W-__._._._ -0'---$" FG 1'-6" CITY OFA R �V E ATLAMTIC BEACH 1301LOIt'IG OFFICE RIGHT SIDE ELEVATION RE=AR ELEVATION APR 1998 SCALE: 1/4" M V-0" SCALE: 1/4" = 1'-0" MERCEDES SERIES M (U, 11. c � s ELEVATION NOTE: Q *CHIMNEY REQUIRED IF FIREPLACE KYLEE RIDGE Is To BE wooD BURNING EXTERIOR ELEVATIONS "D" SESSIONS RESIDENCE 1�4" = 1,-0„ P' 196196b1 SHEET UNLESS NOTED JAX-2157 E RE C EI L 9 DRAMS BY: TYPE: REV15fON: JASUN BONN BLOCK CHECK BY: PLATE VARIES 2 MAR 3 0 1498 STEVE SHERR ANY INFORMATION NOT COVERED ! CERTIFY THIS BUILDING 1S Cit of Atlantic Beach WITHIN THIS DRAWING IS SUBJECT City TO LOCAL CODE REQUIREMENTS DESIGNED IN ACCORDANCE Building and Zoning THIS DRAWING SUPERSEDES WITH CHAPTER 1606 OF THE ALL PREVIOUS ISSUES. SBCCI FOR 100 MPH. NOTICE TO HOMEOWNER: CALCULATIONS ARE BASED ON A FULLY ENCLOSED BUILDING. WINDOWS, DOORS, AND OTHER OPENINGS MUST BE COVERED PATH A PROJECTILE RESISTANT SHEATHING DURING ANY WIND STORM. Ca �e\1 Ct REVISIONS REV DATE DESCRIPTION DRWN BY APPROVAL 50'-0" 0 18SEP96 INITIAL RELEASE DAVE H 1 06MAR98 FRAME TO BLOCK J BONN 2 06MAR98 SESSIONS RES J BONN 12'-2" 7'--0" 2'-6" 11'_8„ 3'-0" 3'-6" 2'--2" 2'-4" 2'-6" 5'--10" V-10" 2'-0" 9'-6" 2'-2" I I I I 2�/'• OJP� 1 2 35 5H 1/2 35 SH HB �SS.y \doe 91_0" ,�0" 91-01, o All I I to / —_ TRAY TO 8' BEARING STRU TURAL H DER STR TURAL HEADER I ■ I R I I 0 ;' BEDROOM #2 1 12" s CMU R I MASTER SUITE Ln �' COLU N TO r 1 r7 8'-0" / CARPET I ¢ VAULT TO 10'-0' / CARPET 1 = ■ r 5068 BF I 9'-0" AFF 1 z "� ■ ¢ +4" +4" �4" 00 ■ I I I I_ Co 00 is } J J 1 4050 H -1 1$ W TR NS 1 o 2'-8" 3'-4" 1 ■ -6110'-0" S-8" 1 3'-0" N I I z I Z 0 1 (2) 2x10 SYP r �° 1 N a R o w o R LJ J 9h 1 'n g 00 .D I 10 00 I r_ ��� N 00 9068 SGD W/TRANS ^� caoil j TUB/SHWPI 4 SH Go Sym ■ ■ ■ CARP ETI OPEN TO OPEN TO OPEN TO o `0 2 2x12 SY FOYER DINING KITCHEN jr1 r l 1668 OFLID 1 I I s HALL BATH HALL NOOK B ;; Ai zl co Im o I - Cn 8'-0" VINYL �� 8'-0"/CARPETA, L.. LL— lq-0 / CARPET At la0 i 1 10'-8" 8" I s 24i I C 1 U) i ■ � ( 1'_$"" �$ _4'-sr' �8"� 9'_4" >Q �I I I iv I DINING ENTRY ARCH GREAT ROOM ARCHES DINING KITCHEN ARCH =III I a MASTER BATH 1 18 SCALE: 1/4" = 1'-0" t SCALE: 1/4" = 1'-0" ' SCALE: 1/4" = 1'-D" ® o MC N i i� 4'-10" rr 10'-0" /ILE 3 1 2 Q LL 0 40,r Q - \ANT5 t wa AFF- 15"' BARTOP OVER a (0i 42x 0 GREAT ROOM 00 EE KNEE nt) ^ I �� 10'-0" / CARPET BEDROOM #3 j- „ 4 I /�\� I I 1 I ° +a• -I C, o $'-0" / CARPET 2 2 I At DW S - i "�' I - HALL CLG r j OPEN TO 00 wo 1 u' I +o GREAT ROOM11'-8" 4'-iQ" °� I I a 3'-8" °- 31­6* I 3 1/2" WALL W2430 W3015 W4830 I W4830 W3912 i i \ w \ 0130" AFF- � � � � \ � z I \ - , cV ,a,�, O GLASS SNCL OVER ® ® 0 1LLJ r- - Ck� Al (� I 1 i I '\` `\ rr, 1 91 `\ i� I n I I KITCHEN I C° `' 111 `� ■ HB 0 6 01 ■ I 1 '-0" / VIN '-10" TILE +4 4 a I DBL SNK I U I M cARPEr -R1 REF 1 b I I � � I I a R OPEN TQ oo 100 ®� I LOCATION `p I o VENT wA1 I `� `� R . R WALL 77HALWAY ¢ " F� F\ Dr DR _ 06 -I n I I x 'n CD4"1AFF- (CURB) _ -� 1 24 DW I \ 266 F 9'-8" 5'-8" i• 2'-0" WIC ( I I I 8'-0"/CARGLASS ENCL OVERH --- r-- IZG I ¢ PANTRY 824 B48 g" 3'_2" g" S636 048 I I I I I 2868 II SPAC 1 IA - -^^ _ __ Jill I I £ oil I � I 1 , X39' R FJ -- ----.-_----- ------ LCCEss J Roo ac SH -- 3030 PAD 1 1 �' 191I 1 ¢ _ARCH______ CARPET ARCH o KITCHEN/HALLWAY ENTRY KITCHEN CABINET ELEVATION u r n A " , » © 1 I 1 8 .v t- _ --x TILE/WOOD 1 SCALE: 1/4 = 1 -0 SCALE: 1/4 = 1 -0 I r _ 1'-0 -1 R a �I fgI UTILITY K " a � I I� N COMP I 1 I r�F I UTIL.,.Y I W I IAw I 8" 166 F �0 I �¢I 8'-0" / VINYL 'yciys 1 I oD SH m I I L NON—ACTI 0 ■ ■ tII N DINING j j A' 1 12'-4» FLEX SPACE WH AHU ' " I I FOYER 00 10-0CARPET N 1 VAULT CARPET 00 `q / 100'-0" / TILE/WOODI I / ` r-- I I¢I �I IU a Oo 6'--2" f I '- 5'-10" 1 1 �z I ■II1II ■IIIII ■��z I■IP R 2668 4 N _ I 4942" in o 86"x42" 3068 MIRROR _2" MIRRORo W/TRANS f 2" CURB BEYOND- / m T LAV LAY LAY FRAME WALL- TYPICALGARAGE FF F DR F FF 8'-0" / CONC ■ ■ ■ ■ EN TR . +p" a L \ pRL \ ■ 2 25 SH- R 11' 0" / 1CONC ■ ■ ■ TFRANSOM PERIELEVATIONS- �j CIRCLESTOP OVER VS848 WC VSB36 DB12 VS836 SEE SHEET E1 cv ■ ■ I HALL BATH _ 1 HALL NICHE MASTER BATH 1 SCALE: 1/4" = V-0" 5CIALE: 1/4" = 1'-0" SCALE: 1/4" = 1'--0" iv I R °0 I 04 I _I I H 1 I s 1 ■ ■ 16070 OHGD ■ ■ 1 MERCEDES ZTA SERIES I ALL EXTERIOR WALLS BETWEEN OPENINGS FLOORPLAN NOTES: M e r C d WITH VERTICAL REINFORCEMENTS AT EACH END ARE SHEAR WALLS. I *SECURITY SYSTEM COMPLETE O NOTE: *KWIK SET FRONT DOOR LOCK-DEAD) BOLT I *CLASSIC INTERIOR DOORS A/C COMP LOCATION *SMOOTH TOP STOVE "ONE TOUCH" FAUCET KYLEE RIDGE 16'-0" 1'-10" 55-2' 5'-2" 2'-0" 20-8') 2'-8" V-0" 5'-4" 5'-4' MAY VARY- VERIFY * LOCATION W/ SURVEY *36� D VANITIES CEILINGS S ® BATHS FLOOR PLAN *OBSCURE SHOWER SNCL 0 MASTER; BATH k5' SHELVING ABOVE WASHER/DRYERZ SESSIONS RESIDENCE 19'-8" 10'-4" 9'-4" 10'-8" *CROWN MOLDING COD FAMILY ROOM (;188 FT) *TILE/WOOD FOYER SCALE: PLAN / 1911966�, SHEET (1 )#5 REINF. AND 2500 PSI CONC Fc *FRENCH DOORS @ MASTER SUITE AREA TABULATION 1/4)) = 1' 0" " REQUIRED THROUGH PRE-CAST *FIREPLACE ® GREAT ROOM UNLESS NOTED JAX-2157 50-0 LINTEL ONLY WHERE DESIGNATED-* *EAGLESTONE BERBER CARPEL' LIVING: 1961 DRANK BY: TYPE: REVISION: *TERMITE REPAIR BOND-ONE YEAR ENTRY: 21 JASON BONN BLOCK *ALGAE RESISTANT SHINGLES (ARCH11TECTURAL) LANAI/PATIO: 184 HECK BY. PLATE VARIES 2 * BOND BEAM SPECIFICATION: GARAGE: 423 ANY INFORMATION NOT COVERED TOTAL UNDER ROOF: WITHIN THIS DRAWING IS SUBJECT I CERTIFY THIS BUILDING IS A SINGLE 8" BOND BEAM SHALL BE 2589 TO LOCAL CODE REQUIREMENTS DESIGNED IN ACCORDANCE USED WITH ONE #5 REBAR IN THE THIS DRAWING SUPERSEDES WITH CHAPTER 1606 OF THE TOP COURSE. ALL PREVIOUS ISSUES. 0 1 FOR 100 MPH. PLANS/SPECIFICATIONS NOTICE TO HOMEOWNER: No rappresentgtion is made by the builder as to CALCULATIONS ARE BASED ON A FULLY ENCLOSED the dimensions, materials, or construction la the BUILDING. WINDOWS, DOORS, AND OTHER OPENINGS home, and the home may vary from the plans In r'and/or specificatlans submitted for permitting MUST BE COVERED WITH A PROJECTILE RESISTANT or financing. SHEATHING DURING ANY WIND STORM. TR l�GrT1U F2 A L C7 N`i`Y dV ( Q V REVISIONS REV DATE DESCRIPTION DRWN BY APPROVAL 0 18SEP96 INITIAL RELEASE DAVE H 1 06MAR98 FRAME TO BLOCK J BONN 2 06MAR98 SESSIONS RES J BONN WEATHER HEAD 2" IMIC OR GRC W/3 #2/0 THHN ALUM GFI 2" PVC OFFSET WP 150 AMP W/3 #2/0 THHN PANEL ALUM HB �PH PH IDGFI O METER � 150 AMP WP _ DI C. #4 COPPER /� -------.-.------��-W-�--�-����=;- -._._-----_ - _._-.-- _.-_ _ _ � 2/0 AL _� I SERVICE CABLE I I I I I FOR FAN CU TO COLD WATER PIPE AT HOSE BIB I *FOR W I FAN I GROUND 5/8"xc8' GALV. DOWN ROD WP I GFI I ABV. GRND . EHEC . RISER I I I I O I I � I , I I I D Ilj GI II , I II , PW FI FOR FAN -- I 2" PVC OFFSET I 150 AMP W/3 #2/0 THHN \w + PANEL ALUM 2" PVC W/3 #2/0 THHN ALUM GFI , I R I I i 1 O -- — I GFI 150 AMP i z DW U0) , I e» DI C. MIETER 2/0 AL �y II I SERVICE 220 w �' i I I CABLE *FPOWR O ¢ II #4 COPPEFR FAN , Q I I I III HB I I�C�I PW IGFI FOR FAN I CU TO COLD WATER R I I PIPE AT HOSE BIB fF � I I I w , sF�u�l Y I ;_ �_ GROUND 5,/8"x8' GALV. DOWN ROD SPAC :z I I I 220 FI II I , L _ _.�_..._..__—...--._--� I I OFI L39" R FJ --------------_.--. _..__.---- 'L L--- _ II I CJI R --------------- --------- AC DISC I I I qp U N D R - G R N D . ELEC . RISER ELEC PNLqp i WH (FIELD LOCATE) AHU GFI I I moi/ I I I II I I I c2,I I I I Kj j I I DBELL WP GFI QGD OPENER PRE—WIRE H NOTE TO BUILDER: ALL PLUMBING WILL COMPLY TO 1994 SBCCI PLUMBING CODE. "A rc e./ e s aELECTRICAL SYMBOL LEGEND o O SWITCH S SMOKE DETECTOR SD 3-WAY SWITCH S3 DIMMER SWITCH KYLEE RIDGE 110 V OUTLET Q' DIRECT WIRE ELECTRICAL PLAN HALF—HOT PLUG PHONE JACK 0 SESSIONS RESIDENCE 220 V OUTLET TV JACK SCALE: PLAN / 196196BL SHEET WALL MTD LIGHT CEILING FAN 1/4sf — V-001 PREWIRE ONLY UNLESS NOTED JAK-2157 M CEILING MOUNTED DRAIAN BY: TYPE: REVISION: LIGHT FIXTURE JASON BONN BLOCK EXHAUST FAN CHECK 9Y` PLATE VARIES RECESSED CAN ANY INFORMATION NOT COVERED 2 LIGHT FIXTURE FLOOD LIGHT WITHIN THIS DRAWING IS SUBJECT I CERTIFY THIS BUILDING IS TO LOCAL CODE REQUIREMENTS DESIGNED IN ACCORDANCE THIS DRAWING SUPERSEDES WITH CHAPTER 1606 OF THE ALL PREVIOUS ISSUES. OSBCCI FOR 100 MPH. NOTICE TO HOMEOWNER: CALCULATIONS ARE BASED ON A FULLY ENCLOSED BUILDING. WINDOWS. DOORS, AND OTHER OPENINGS MUST BE COVERED WITH A PROJECTILE RESISTANT SHEATHING DURING ANY WIND STORM. REVISIONS REV DATE DESCRIPTION DRWN BY APPROVAL 0 18SEP96 INITIAL RELEASE DAVE H 1 O6MAR98 BLOCK RELEASE J BONN 2 08MAR98 SESSIONS RES J BONN 3'-6" 1'--10" 5'--2" 2'--6" 11'-8" 5'-10" 5'-10" I H 28" SO x 112" DEEP I ( CONC FOTING W/(3) I #5 EW- a #5 REBAf;R #5 REBAR BEYOND 1 CONC SLAB � 1 � i #5 REBAR CURB BEYOND I I 1//CO Tn 1 x 1 CONC SLAB cq 1 1/2" CONC SLAB N I L — J 1 5/8" CURB _ + - ¢ I I I ii I FF I 1 FF 1 FF r2 FG 1 I FG 1 x W I d -I � I z d- 6 t ap ! 8'-4" I I {' I i• ( �„ .1...�. 4„ CONC I _ DRIVE (1)#5 CONT L_ N - • T I I 6'-2 4' 6'-6" 2 5 CONT - ~-I 3" MIN COV ;, CONC FOOTING ( )# 8 BEYOND (2)#5 CONT I 3" MIN COV 1'-4" 3 MIN COV I,_4� ' df 3 1/2" F AME I — - I 1 I I _ BEARING FOOTER 2 ---- FOOTER ® OHGD CURB SECTION (BEARING) -:1v PLUMBING WALL `w / M i SCALE: 1 2" = 1'-0"� � SCALE: 1 2' = ' �� 7UB/SHWR I I I I ' I - - / II I / � - l -0" SCALE: 1/2" = 1'--0" r I -- I I c 2' 4" 3)-g" 1 5 REBAR I 1 I n I 1/2" DIAx10" A.B ��'N CSLAB L_-_I 030 O.C. MAX (IIT I (6" MIN EMBEDMENT) 1 '3 1/2" FRAME 110/ -1 1 -^- VARIESS 1 (PLUMBING WALL I x r-i --��1 XFF FF CONC SLAB Al8VARIESPLUMBING WAIL n'2" FRAME 'c,4I �- ifi- - 3 1/2" FRAME I I I II I �1 I - 1 `,,^, _ 1 \\� I I PLUMBING WALL I I X I I I • • N r . _' I no I I I \D 4 ; o (2)#5 CONT � (2)#5 CONT _ - >Ti (1)#5 CONT 3" COV 3" MIN COV 1'_4» I II 1 NON LOAD BEARING LOAD BEARING INTERIOR S37EP &EXTERIOR STEP BEARING) 6 INTERIOR STEP DETAIL a `~Giii o a'' -3 , 2= I SEE SHEET A { SCALE=: 1/2" = 1'-0" SCALE. 1/2" ( 1'-0" �CALE: 1/2" - 1'-0" 11'-6" I �'-2> &19� I I r- I OFVERTICALENT I H REINFORCEMENT. a I I o0 3'-7" , 4 ---_ o ! #5 REBAR BEYOND z '`° I - I I 3 1/2" FRAME co 1 2„ CONC SLAB 1 I I I 3'--1 PLUMBING WALL / DIAx10 A.B. � !///"CONC SLAB ®30 O.C. MAX C*8' NB ;r, I I 5 1/2" RAME 2-3„ (6" MIN EMBEDMENT) 11'-0" N 1 1/2"1/2" 1 6„ L�._1 ____ I I PLUMBIN WALL V-10" 16'-2" 17'-4" I I 10'-8" X X X—X - X 5 1/2" FRAMEPLUMBINGWALL o2)#5 CONT - ( #5 CONT_+ 3" MIN COV 1Q„ N20'-2" 1 '-10" � � K' _ ISI �' 1 i 18,�4r, r 1 .�6„ 32)M5NCONOV 11 N I I I I N NOTE' INTERIOR BEARING $ THICKENED EDGE &SCALE GLASS DOOR SECTION 4" PVC IICONCRETE AS PER GENL °o I I ao : 1/2" „ FOR COMP FOUNDATION NOTES I A/C COMP LOCATION 3'-•0 I I I r I I I LOCATION MAY RW/ SURVEY #5 REBAR THE BUILDER SHALL VERIFY THAT THE FOUNDATION BEARING" „ CAPACITY SOF 2,000 POUNDOIL HAS A S PER SQUARE FOOT. I I I I I x VARIES M LOAD CARRYING 8" 1/2 DIAx10 A.B. IF A LESS SOIL BEARING CAPACITY EXISTS, OBTAIN m 8' SPACED PER CONC SLAB THE ENGINEER'S RESPONSE BEFORE POURING FOUNDATION 1 CONN CHART FOOTINGS, AS FOUNDATION REVISIONS WILL BE REQUIRED. 1 3 1/2„ (6' MIN EMBEDMENT) THE BUILDING OFFICIAL MAY DETERMINE ON INSPECTION i FF FF THAT FOOTING EXCAVATIONS REVEAL SOUND VIRGIN SOIL w I I X SUITABLE FOR FOUNDATION FOOTINGS. HIS SIGN-OFF IN X SUCH CASES WILL BE ACCEPTABLE. N N 1 TITr' to C14 N CL I I I—� °� Al/e' DIC x4 1/2" LG. MIN. r (1)#5 COINT N • • `y DG ANCHOR MAY BE I � USED IN LIEU OF 1/2" DIA (2)#5 CONT - (2)#5 CONT { J-BOLTS. ANCHORS TO BE 3' MIN COV 1'_4" 3" MIN COV 7 5/$ CURB I - I LOCATED NO CLOSER THAN 24" x2C0" x 12" DEEP TO EDGES AND ��CURB SECTION ®SHWR &EXTERIOR STEP (BEARING) FROM CORNERS AND ENDS. 1 n I CONC Ft00TING W/(3) `� SCALE: 1/2" � 1'-�0" SCAL1 2" = 1'-Q" #5 EW-- 2 PLACES I c t 7 5/8" CURB I 7 5/8" CL RB I `i I 7 5/8" CURRB 13'-6" I �c DOWEL ROD REPAIR NOTES: _g» BFF IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR MERCEDES SERIES LOCATIONS, DRILL 5" INTO CONCRETE (NO CLOSER THAN 3--3/4" FROM EDGES c° AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG.'S INSTRUCTIONS CD AND USE 2 PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY—TIE, M le_. r a e S 16'-0" CONCRETE DRIVEWAY CONCRETE SIDEWALK--\,,, KYLEE RIDGE GENERAL MASONRY NOTES GENERAL FOUNDATION NOTES: FOUNDATION PLAN 1, MASONRY CONSTRUCTION SHALL CONFORM TO SBCCI 1. CONCRETE TO BE MIN 3 1/2" THICK OVER CLEAN, TERMITE TREATED, ���®���� �������� SESSIONS RESIDENCE LATEST EDITION AND ACI-531-95 COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER, sc „ PIAN SHEET 2. CONCRETE SLAB TO CONTAIN 6"x6" #10/#10 WWM, (MIN 1" COV) A3 F@LL ft 1 i�4 A 1 -O 1961966E 2, CONCRETE BLOCKS TO CONFORM TO ASTM-C90 WITH OR SYNTHETIC FIBER REINFORCEMENT. d=§@Ur PIA§�MtNf 1�` UNLESS NOTED 196196BL si f'm =1500 P6 DOWN POUR P EMENfi i-a� DRAWN BY: TYPE: REV19M 3. MORTAR SHALL COMPLY TO ASTM C-270 TYPE "M" or "S". 3. CONCRETE SHALL HAVE A MIN SPECIFIED COMPRESSIVE STRENGTH I JASON BONN BLOCK 2 Y-10" 16'-q" 1'-10" 10'-2" 9'-8" 10'-6" 4. REINFORCE WALLS CONFORMING TO ACI 530-95 AND A5 OF NOT LESS THAN 2500 PSI . TABLE OF CONTENTS STEVE SHERRY PLATE VARIES SHOWN ON PLAN AND SECTIONS USING VERT, #5 IN 4• ALL 90' HOOKS ARE B D EXTENDED D MIN BEYOND THE TURN. ANY INFORMATION NOT COVERED GROUTED CELLS WITH PROPER OWLS AND CORNER BARS FIELD BENDS ARE TO BE DONE COLD AND THE DIAMETER OF THE SHEET # DESCRIPTION I CERTIFY THIS BUILDING IS CONFORMING TO ASTM A-615 BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT TO BE LESS WITHIN THIS DRAWING IS SUBJECT 19'-$" 30'-4" 5. WHERE SHOWN ■ ON SHEET A-1,CONC. BLOCK TO BE THAN (6) BAR DIAMETERS. S1 FOUNDATION PLAN / DETAILS TO LOCAL CODE REQUIREMENTS DESIGNED IN ACCORDANCE Al FLOOR PLAN/INTERIOR DETAILS THIS DRAWING SUPERSEDES WITH CHAPTER 1606 OF THE FILLED SOLID WITH GROUT fC=2500psi. MIN. 5. MINIMUM COVERAGE FOR REBAR SHALL BE 3" IN FOOTERS AND 1 1/2" A2 OPTIONS/UPGRADES (SALES ONLY) ALL PREVIOUS ISSUES. SB OR 100 MPH. IN BOND BEAMS. HOOKS MAY BE ROTATED HORIZONALLY IF REQUIRED E1 EXTERIOR ELEVATIONS 50'--0" TO ACHIEVE MIN COVERAGES. M1 ELECTRICAL PLAN NOTICE TO HOMEOWNER: S2 TRUSS LAYOUT CALCULATIONS ARE BASED ON A FULLY ENCLOSED 6 egg BUILDING. IMNDOWS, DOORS, AND OTHER OPENINGS S2A TRUSS REACTIONS MUST BE COVERED NTH A PROJECTILE RESISTANT S3 CONSTRUCTION DETAILS/NOTES SHEATHING DURING ANY WIND STORM. 5-rFR U C TU F A L_ ONLY ti1 REVISIONS REV DATE DESCRIPTION DRWN BY HUGHES 74x GENERAL NOTES FOR WOOD FRAME CONSTRUCTION: 0 10MAR98 SESSIONS RES J BONN EL a'-o- HAIL 10-10d SEE CONN. SCHED. GF1 DESIGN PARAMETER GCN 0WG 1 (A) DESIGNED FOR 100 MPH WIND VELOCITY. 1 01 01 B DESIGN LOADS: 50-0-0 (1) ROOF LOADS: DEAD LOAD - 17 PSF 2-2X8 (ASPHALT SHINGLES) ANCHOR / CONNECTOR SCHEDULE CONNECTORS TO BE HUGHES OR EQUIVALENT LEGEND LIVE LOAD - 20 PSF X 601 y�,,� NAL ES_ ,a (W/25% LOAD DURATION FACTOR) MANUFACTURER QTY. PART NO. ATTACHMENT CONNECTED ELEMENTS MAX. UPLIFT (2) FLOOR LOADS: D.L. - 15 PSF L.L. 40 PSF FACE NAIL FULL STUD (W/O% LOAD DURATION FACTOR) 1D1 HUGHES 1 TA18 7-1 Od TRUSS TO BOND BEAM 1 169 LBS TO JACK W/ 10d GUN GF2 MINIMUM LUMBER GRADES AND SPECIES NAILS A 12 O.C. STAGGERED (A) INTERIOR NON-BEARING WALLS -- (STUD SPACING 2'-0" O.C.) INDICATES ENTIRE WALL (U v CO L L 00 OD CO .D FULL STUD 1/2' J_B°IT SPRUCE-PINE FIR (S.P.F.) : STANDARD OR BETTER OR METAL STUDS. TO THE CORNERS, req w ra ti N m� IT W/Z"W (B) EXTERIOR OR INTERIOR BEARING WALLS - (STUD SPACING 16" D.C.) 1D4 HUGHES 2 HTA20 14-1Od EA TRUSS TO BOND BEAM 4000 LBS �' ¢ � H $ 2 JACK srUO STUD LENGTH TO 10'-�0" S.P,F. N0. 2 OR BETTER GRADE R TRUSS 10 DBL < (C) HEADERS : SOUTHERN PINE SPECIES, GRADE 2 (SEE PLAN FOR SIZES). 201 HUGHES 1 RCDP 8-8d 400 LBS (2x4) SPF"G /2 GF3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. OTHERWISE THEY TOP PLATE Pq SBJ4 o I(f D.C. SHALL NOT BE REDUCED IN STRENGTH. BJ4 g, GF4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE OR STEEL SHALL HUGHES 1 RCDP 8-8d TOP PLATE TO STUD I ,1 BE PRESSURE TREATED (P.T.) INDICATES A SPECIFIC n 10`+ Pr(2X4) GF5 FRAMING CONTRACTOR 15 RESPONSIBLE FOR TEMPORARY BRACING DURING TRUSS 70 TOP PLATE/ %D 0 0 0 0 0 0 o C+ H 4X ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER HIB-91 LINTEL CONNECTION. BJ6 iD D `° w ° `-) `D '° `° SBJ6 s'. W rib- Od ( ) HUGHES 1 HCDP 8 -8d STUD TO BOTTOM PLAT a• d � W � � W kD TYP. SUMMARY SHEET *144 THE ORANGE SHEET'). GF6 THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL., STRUCTURAL, TEL o' O ELECTRICAL, AND MECHANICAL WORK FOR ANCHORED, EMBEDDED, AND X TOP S , 0 P.T. (2x4) CONT. SUPPORTED ITEMS, WHICH AFFECT STRUCTURAL INTEGRITY. NOTIFY ENGINEER 1/2"0 W/2" WASHER WSSI ———\I- SEE FOUND. PLAN OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO ANY CONTINUATION OF WORK, 1 J—BOLT ® 48 O C BOTTOM PLATE TO GF7 ANCHOR POSITIONS ARE +/-- 1/2" (OR WEDQff� ?AIN. 6" EMRFDMFNT FOUNDATION OR BOND BEAM SEE CONN. SCHED. TOP PLATE HS101 101 104 aa- uAx •s• 2D2 HUGHES 2 HCDP 8--8d EA. TRUSS TO DBL 802 LBS INDICATES ALL INCLUDED 1/2" v J-BOL OR TRUSS TO TOP PLATE/ 14-0-'0 1 0 1 � WEDGIT W/2" WASHER LINTEL CONNECTION. HUGHES 2 HCDP 8---8d EA. TOP PLATE TO STUD BLOCK WALL TO INTERNA, SHEATH AND NAIL PER 0806 BEARING WALL GENERAL NAILING SCHEDULE HSi41 SCALE: 1/2' = 1'--0" (2x4) VERTICAL HUGHES 2 HCDP 8-8d EA, STUD TO BOTTOM PLAT TRANSITION 1 2 0 W2 WASHER 101 02 6.8_D 101 MEMBER 1 J—BOLT 0 24" O.C. BOTTOM PLATE TO FOUNDATION HS161 OR BOND BEAM OR WEDGIT MIN. 6" EMBEDMENT 204 HUGHES 2 RT1818 14-10d FA TRUSS TO TOP 2055 LBS (2)10d COMM. PLATE AND STUDS HS161 PER TRUSS TYP. LINO HUGHES 2 TP4K 10-10d EJ\ STUDS TO BOTTOM PLATE 8d C,OMMON NAILS 8d CT,OMMON NAILS 12 Q.C. IN FIELD. A 6 O.C. ON JOINTS 2 (� MAX FROM STUD) 11-8-0 9-4-0 AND EDGES J BOLT 1 2"� W/2" WASHER BOTTOM PLATE TO FNp (2x, SCISSOR TRUSSES OR WEDGIT) OR BOND BEAM LATERAL BRACING AW HS161 Fff (2x4) LEDGER TO 601 HUGHES 1 HCDP 8-8d TRUSS TO BEAM 495 LBS RECEIVE BRACING HS161 200 ��0 COMMON TRUSS (2X4) CONT. LATERAL BRACING HS161 ¢ TRANSITION FROM COMMON ' 15/3 PLYWOOD C-0 1109 TRUSS TO SCISSOR TRUSS HS161 or 7316" APA RATED O.S.B. SCALE 3/4" 1'-0' OD TYPICAL NAILING SCHEDULE I HS161D EHUH26 H EHUH28--2 � EHUH2�3-N � SHA422 0 0 A B ., �D HSi611) 13d C�UN MAILS 2x4 GABLE ad GUN NAILS 0 6' O.C. * 4 D.C. X--BRACING 0 JOINTS AND EDGES TRUSS TO TRUSS CONNECTIONS BY PLY OF CONNECTED TRUSS GABLE END TRUSS ed GUN NAILS 0 DIMENSION IN FASTENERS DESIGN LOAD LBS. IHS181A 12" O.C. FIELD MANUFACTURER DIAGRAM PRODUCT CODE DESCRIPTION W H A GIRDER TRUSS NORMAL MAX UPLIFT 3-10- A OF GABLE TRUSS CO MpN TRUSS HUGHES A EHUH26 1-PLY ROOF HNGR. 1--5/8 5-1/4 3-1/2 20 16D 0 .)10DX1-1/2' 2385 2385 1200 HS161B NOTE: GABLE END TRUSS VARIES IYP. HUGHES AN EHUH 26-N 1--PLY ROOF HNGR. 1-5 8 5-1 4 -1 2 2q HN20A 10 HN20A 3160 3160 1930 ABLE. END TRUSS STUDDED 24" O.C. FROM / / CENTER LINE TYP. HUGHES B EHUH28-2 2--PLY ROOF HNGR. 3-1 8 7-3/8 A=Y2.2 32 16D 14 IOD 4185 4185 2155 (3) 10d N NAI TYP. 20 HUGHES BN EHUH28-2-N 2--PLY ROOF HNGR. 3-1/8 7-3/8 .3_1Z2 32 HN20A 14 HN20A 4775 4775-2795 HS141A 20 PT 2x4 BEYOND I HUGHES C EHUH28--3 3-PLY ROOF HNGR. 5--1 8 7-1/4 3-1 2 40 16d 16 10d 5185 5185 2645 4 DEAD OOD FOR 1/2" GYP CELL BRD HUGHES CN EHUH28-3-N 3-PLY ROOF HNGR. 5--1 8 6�-13/16 3-1/2 40HN20A 16 HN20A 5335 5335 2850 _ ATTACHMENT HUGHES D JHA424 1-PLY FLOOR HANGER 3-5/8 22--0 4-1/2 (30)16d 6)10d 3330 3330 975 TA18 B( HUGHES FOR PLACEMENT AT2 FOR 7-BRACING REFER SEE GABLE END ATTACHMENT DETAIL TO GABLE END T-BRACING HUGHES DETAIL PROVIDED WITH (1) 5 CONT. & #5 CORNER BAR W/25" TYP. G/LAPS E UH26 1-PLY JOIST HNGR. 1-5 8 5-1 4 3 8 16d 3 16d 1160 1160 720 - - --- W---- TRUSS ENGWEERING, do CONC. FILL HUGHES ES UH26 L R 1--PLY SKEWED HNGR. 1-5 8 5--1 4 3 8 16d 3 16d 1160 1160 720 AT2 201 1 11 q6 HUGHES H EHUH46 1--PLY FLOOR HNGR. 3-9/16 5-1 8 3-1/2 (22)16d 11 10d 2875 2875 1695 U TA16 BY HUGHES — HUGHES I HTHJ 26-18 HIP & JACK HANGER - - - 16 16d JAC ttld 2320 2320 9u°a 1 0 1 201 PLACED 48" O.C. TA18 BY HUGHES INSIDE OF CABLE SIMPSON J SUR/L 46 SKEWED HANGER 3-9/16 4-3/4 - (8)16D (4)16d 1065 4367 815 AT2 101 1 0 1 PLACED 46" O.C. END TRUSS OUTSIDE OF GABLE NAILED 7-10d SIMPSON K SSU SKEW HANGER 1-3 4 5-1/4 6 11 16d 12 todxt-t 2 1100 3667 1100 END TRUSS NAILED 7w1Dd HUGHES L SC 35X12 2-PLY--BEAM HNGR 3-5/8 11-1/4 1 2 J (14)1 Od 5833 5833 1750 7/16" OSB OR 15 32" CpX--- ' AT2 AfJCH w/ Bd �ulr'NAILs fi HUGHES M NFM 45 3-PLY BEAM HNGR. Al-3 4 11 -3 4 B0� aEAM 14 lOd 5833 5833 1815 S4A 8 & 12" °/° HUGHES N HSU8016 GIRDER HGR. HEA 4-7 8 16 - SEE MANUFAC. SPECS. 10670 067 10,000 12oz GABLE END ATTACHMENT SIMPSON P LSSU210 SKEWED HGR. 1-9/16 8-1/2 10)1Od 7)tOdx1-1/2 1390 6233 1065 AT2 SCALE: 3/4" x. I'-0" (2x4) P.T. NAILER SIMPSON Q LSSU410 SKEWED HGR. 9 16 8-1 2 - 18)16d 12 10dx1-1 2 2990 052 1865 S4GE ATTACH 70 BOND BEAM WITH - / / CASE HARDENED NAILS KANT SAG R HD4121F FACE MOUNT -3-9/1610-9 1 2-1/2 (18)16d (6)tOd 2450 2450 910 AT2 KANT SAG S HD4181F FACE MOUNT 3-9/1 16_-1Z2 2�1 2 (28)16d (8)IOd 3810 38101215 TT18BY HUGHES SPACED 0 24' O.C. 5cE STAGGERED) PLACE ONE INSIDE 0 48" 0,c. KAW SAG T THDH412 FACE MOUNT -9 16 10--1 2 4-1 4 (56)16d (14)16d 9475 9475 3135 1201* COMMON GABLE END AND ONE OUTSIDE 0 48" G.C. AT2 PRE ENGINEERED TRUSSES 1s/a/B'r SCALE: NTS SEE GABLE END ATTACHMENT DETAIL (2) HCDP BY HUGHES D6 SCALE: NTS EACH TRUSS (OR EQU/BETTER) A'T2 SEI:PWT FOR ELEV. FIBER GLASS SHINGLES GENERAL NOTES AT2 101 (2) (2x12) HEADER ANCH W/6 NAILS MIN. OVER 1z 1. WIND VELOCITY - 100 mph. GENRDDF.DVG TIN-CAPPED 15 BUILDING FELT ON ROOF15/3Y COX VAR• I— 1A. ROOF DL=17 PSF. LL=20 PSF. OR 7/16 O.s.B 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING & A72 TRUSS ANCHOR PROVIDING ALL TRUSS BRACING (TEMPORARY, LATERAL, 1/2" GYP. CEILING BRC HUGHES SCNFM 35x12 HMlGER SEE ANCHOR SCHEDULE PRE-ENG. 24W D.C.OOD TRUSSES X-BRACING, ETC,) PER TRUSS PLATE INSTITUTES TPI (2) HUGHES B" U-SHAPE CONC. BLOCK TA18 BY HUGHES TRUSS ATTACHED WITH 8724112 LAPPED OVER 2x8 (1)HCOP BY HUGHES HIB-91 SUMMARY SHEET PROVIDED WITH TRUSS SHIPPING 2GE ALUM. OR VINYL VENTED SOLER PACKAGE. SPACE COAST TRUSS INC. WILL NOT TAKE ANY ALUM. GRIP OR VINYL II RESPONSIBILITY FOR TRUSSES NOT ERECTED IN ACCORDANCE SEE TYPICAL (1) �5 CONT.and I�5 CORNER BAR WALL SECTION W/25'"fYP. q,/LAPS and CONC. CU)T RN1/2 SER PIT ( ) FOR REINF. AND FILL ALUM. FASCIA FILL fc -2500 psi -•19 OR R-30 " GYPSUM BOARD CEILING WITH TRUCI OR TPI LATEST EDITION). 3. STRUCTURAL LUMBER EXPOSED TO THE WEATHER OR VINYL INSULATION OVER OR IN CONTACT WITH CONCRETE OR STEEL SHALL BE AIR COND. SPACE S • FOR BRG -114 19-8-0 1D-4-0 `9-�4-0 10-8--0 2x4 SUB-FASCIA 8" U-SHAPE P.C. LINTEL BY MFR. � PRESSURE TREATED. SEE E 1/2' CEILING BOARD1ris:: �s VERT w/6" MIN PROTRUDED INTO ' 4. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, 1"X 2" P.T. WINDOW TOP U-BLOCK BEYOND ;s:k.q (2) 2X4 BLOCKING OR OTHERWISE REDUCED IN STRENGTH. BUCK STRIP ANCH TO BLOCK 13 RT1818 BY HUGHES 5. THE GENERAL CONTRACTOR SHALL COORDINATE / I MORTAR NP "M"°r"5" 2 IES ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND P.T, 4X4 WOOD POS W 1-3/8- T NAILS* 6" D.C. SEE ELEV. FOR BRG HUGHES HCDP MECHANICAL WORK FOR ANCHORED, EMBEDDED, AND P.C. SILL BY SUPPORTED ITEMS, WHICH AFFECT STRUCTURAL 6' IN �=$j10" P,C. MFR. TRUSS DRAWINGS AND NOTIFY ENGINEER OF ANY DISCREPANCIES 6" MIN EMB HUGHES C044 AND 25" LAP TYP, IMMEDIATELY AND PRIOR TO CONTINUATION OF WORK. NI°IUTLFILL BEYOND SEE TYP. WALL 6. CONTRACTOR MAY SUBSTITUTE 7 16" APA RATED CLEANOUT OPENING 4"sq. CAA til STRUCTURAL 24/16 O,S.B. FOR 15/32" PLYWOOD C-D 4"s.q. EACH GROUTED CELL SHOWN ON PLANS. w o SIZE VARIES SEE FOUND PLAN SEE FOUND. PLAN EL.:k (0'-0") II TOS 16" PT 2x8 A FOR TORSION SPRING PC LINTEL 0315 REAR PORCH SECTION Gj N F 6x6xW1.4xW1.4 (1) 15 CONT-_\ (AS REQ'D) I 3 1 2" COAG. SLAB REINF. 0�4 6mil M.B. OVER 0267 ENTRY DETAIL GABLE SEE ELEV 1/2s/es SCALE: NTS WELL COMPACTED SO 2 v sa 3' C CONC. F c -251)0 psi. SCALE: NTS II CO PT 24OW I ltll TYPICAL WALL SECTION ypPc� °Sr 1/2" DIA WEDGE ANCHOR ATTACHED WITH SHOT IN I - SCALE: 1/2" 1'-0" r 3 1/2" EMBED. I CASE HARDENED NAILS �v I I Merce us :v iv I 00 1 ANCH TO BLOCK;H PT 1x4 DOOR UWK/ 1-3/8' R SS 1 N PT 2x6x8' I T NAILS, (2) ROWS 0 8" O.C. T o TYP. EACH END U C CN�a1EY CAP I I corlDmaN �1: STRAP Is o' To cAl.v,rlASNraG U 6" 0" 3 8 AWAY FROM EDGE OF TRUSS. IP I NA REPAIR NECESSARY �--TRUSS I i 9 I INIERMM�ATyE BRACING—,HUGHES 1p4X 10-Be �j ('+ I I FIR OUT WALL 1/2' DIA. J-BOLT I I RT1818 BT ( s'a.� KYLES RIDGE I�TURER I * FOR DRYWALL W/2' WASHER TYP, 04 I >y TRUSS LAYOUT "D" ca ATTACHMENT. '�' (1)1f5 CONT. I CONDITION 2. STRAP 15 3 8" TO 4� ''• 1-1/2"AWAY FROM EDGE OF TRUSS. I I ' REPAIR: PLACE MAXIMUM 2X4 BLOCK OCEAN EDGE MODEL I [V N I 7/1e 045, DET IL AND AND BEND OVER PER ( C (4)faa COMM[. vlo I / " I rfine R ARRIER 1 E. �)—�)/ PLAN / SHEET II A 1/2" DIA x4 1 2 LG. MIN. II SCALE: Ip 64 -- WEDGE ANCHOR MAY BE N �I I AI vffij (2x4) 02 BLOWN° / � 6� II * USED IN LIEU OF 1/2" DIA �, II ;• ?o aaLAR I2,16d ooMN.LND Nine TO 2x4 FIAT. JAX-2157 /N p BOLT$, ;+ CONDITION #3: STRAP IS MORE THAN 1--1/2"AWAYFROM TRUSS. �y�� UNLESS NOTED REPAIR PER DETAIL USING HUGHES RT1818 ORA BY: TYPE: REVISION: ANCHORED TO WALL WITH (3) 1 4' X 2-1/4" I -_J —- I :`. TT P-CON A DA41NAILED TO pu S WITH JASON BONN BLOCK/8' PLATE CHECK BY: ---------------------__-------------------------------- -- SHERRY STEVE FOOTING AS PER FOUNDATION PLAN (3) 1/4"x 2-1/4' TAP-CONS ANY INFORMATION NOT COVERED I CERTIFY THIS BUILDING IS �` -- GARAGE GOAL POST " 9G OR/SLIDING DOOR BUCK ANCHOR DETAIL, WITHIN THIS DRAWING IS SUBJECT DESIGNED IN ACCORDANCE 30 ,a,CD1AH0"As s"°"" TO LOCAL CODE REQUIREMENTS SCALE: 1/2' m 1'-0" #5 DWL W/ 25' o/LAP SCALE: NTS STD. REPAIRS FOR STRAP MISALIGNMENT THIS DRAWING SUPERSEDES WITH CHAPTER 1205 OR 1606 CHIW� EY FRAMING DETAIL ALL PREVIOUS ISSUES. 0 SBCCI FOR 100 MPH. N.7s. APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES, AND Notice to homeowner: Calculations are ,"k MAY BE USED ONEITHER SIDE OF WALL. based on a fully enclosed building. IC�C1 Windows, doors and other openings must be covered with projectile resistant sheathing during any wind storm. \ f5'�—_V 6 ��. C -- — ----- --- -' jwRk E C E I V E E) APR 8 1998 City of Atlantic Beach im EL I PLUNIBRIG WALL SPAUD I'M SPA(R) PFI? 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