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Beach Ave 2025 (2009-10-21) r r SHEETS C- 1 COVER SHEET � �` NEWGARAGE ANDGUESTSUITETHOMAS J MNICH, PA, AIA rf 11h .s( ^i _ 3618 1ST STREET SOUTH A- 1 FOUNDATION PLAN ,z{, ; JACKSONVILLE BEA H, FL FOR32250 A-2 1ST FLOOR PLAN `' ' ' - FLORIDA LICENSE # AR1831548 A-3 2ND FLOOR PLAN MICHELLE MCDONOUGH A-4 ROOF PLAN 14 a A-5 ELEVATIONS 0 rJl r RICHARD REICHLER K:r A-6 SECTIONS — STAIR 7 A-7 SECTIONS y E- 1 ELECTRICAL - 2025 EACH AVEN E �} S— lA HOUSE SHORING I ' ATLAN IC H 22 0 T EAC FL 3 5 S- 1 1 ST & 2ND FLOOR fi S-2 ROOF FRAMING � } SECTIONS ( 2)- 2025 map 01 S-3 SCALE 1 1 0 IMPERVIOUS SURFACE AREA CALCULATIONS S-4 SPECIFICATIONS EXISTING HOUSE 1410 SF GARAGE 600 SF NEW GARAGE AND ZONED RL, RESIDENTIAL - LOW DENSITY RS-2 COVERED PORCH - ELEVATOR 205 SF GUEST SUITE FOR SINGLE FAMILY 0100 STAIRS 190 SF MICHELLE MCDONOUGH & COURTYARD & WALK @ 2ND FLOOR 630 SF RICHARD REICHLER APPLICABLE CODES 2007 FLORIDA BUILDING CODE, 2005 NATIONAL DRIVEWAY 440 SF 2025 BEACH AVENUE PREVENTION CODE AND COAD CODE ATLANTIC BEACH, FL 32233 ELECTRICAL CODE, 2004 FLORIDA FIRE SIDEWALK , 1ST LEVEL 40 SF OF ORDINANCES TOTAL 3515 SF DIVIDED BY 9780 X 100 = 36% r. 3 P/y 0 STATE OF �O QPlnA s 201 17' rr�cQ FF G a 00 cr -40- - n-7—v — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - PROPERTY LINES I I to zt y NEW I GARAGE I - AC ,Z CO R ONN ROOF EXISTING o I MARK DATE DESCRIPTION HOUSE Lo N v i PROJECT NO I MODEL FILE r.• � � DRAWN BY CHK'D BY COPYRIGHT RETAINING WALL � �o �- - _ - - - -_ - - - - - - - _ — _ - - - _ —.. —� _ — _ - - - - - - - _ - - _ —� _ �- _ — _ _ _ V _ SHEET TITLE N 0 tTOt�•�T 188 93' 04 AN 101-01, SITE PL �5ET TBA& o BPCK CA CID0 FII. E COPY cn RWIEWED FOR CODE COMPLIANCE o CITY OF ATLANTIC BEACH SITE PLAN QUI SAND o�°7o s cn O 1 SCALE 1 = 10 I— c REV�VVED BY DATE co 2 z THOMAS J MNICH, PA, AIA 3618 1 ST STREET SOUTH JACKSONVILLE BEACH, FL 32250 FLORIDA LICENSE # ARI 831548 -- L �r " 22, NOTE: m _ - A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF I THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING I INSPECTOR'S USE PRIOR TO FRAMING INSPECTION OR ALL ' I PROPERTY MAKERS SHALL BE EXPOSED AND A STRING P 12" X 24" FOOTING WITH (3) #5 CONTINUOUS STRETCHED FROM THE MAKER TO VERIFY SETBACKS I , I 8" CMU CONCRETE BLOCK WALL STEM WALL WITH #5 DOWEL @ 48" 0 C WITH 6" HOOK ' INTO FOOTING _ SEE SHEET STRUCTURAL SHEET S-1 FOR MORE DETAIL - NEW GARAGE AND 4" CONCRETE SLAB WITH 6X6 W1 4 X W1 4 d GUEST SUITE FOR L - - WWF OR FIBERMESH OVER 6 MIL VAPOR MICHELLE MCDONOUGH & BARRIER, COVERING CLEAN, COMPACT AND RICHARD REICHLER I TREATED FILL - SLOPE TO DRAIN TOWARD GARAGE DOORS - CLEAN AND SEAL 2025 BEACH AVENUE I I CONCRETE FLOOR ATLANTIC BEACH, FL 32233 r I , I �pS JOSEr STATE 0-? FLOR'DA � AR0077 2R 4 15'-0" TFgeD r 3 I 8" CONCRETE BLOCK STACKED BOND WALL WITH (1)#5 VERTICAL AND GROUTED SOLID 1 J WATERPROOFING BELOW GRADE WALLS AND INSTALL Jr oI i , z DRAIN AT PERIMETER I € ` -- "CONCRETE SLAB WITH 6Xfi W1 4 X W1 4 WWF OR Z.1op 4 Lj g I 1 � FIBERMESH OVER 6 MIL VAPOR BARRIER COVERED WITH L- — — — — — — — — — — — — — — _ , CLEAN, COMPACT AND TREATED FILL - - - - - - - - - - - - - - - - - - - - - - - - - - , 8" t=.ONCRETEE3LOGK STEM WALL WITH #5DOWEL AT48" O C WITH 6" HOOK INTO FOOTING I I FOOTING AND FOUNDATION WALLS FOR -04 L Z' L 12"x 24"FOOTING WITH (3)#5 CONTINUOUS { -- .PLANTER.AND STAIRS - SEE SHEET S-1 I Jr MARK DATE DESCRIPTION I ' PROJECT NO c� MODEL FILE DRAWN BY CHK'D BY DETAIL COPYRIGHT le 92'-0" _ m 11 1111 -11" SCALE 114 — 1'-0" SHEET TITLE FOUNDATION PLAN FOUNDATIC)N PLAN A� l THOMAS J. MNICH, PA, AIA 3618 1 ST STREET SOUTH JACKSONVILLE BEACH, FL 32250 FLORIDA LICENSE # ARI 831548 rT�- DOOR SCHEDULE 1 9'-0" X 7'-0" COPLAY IMPACT FLUSH GARAGE DOOR - PRE-FINISHED 2 9'-0" X T-0" COPLAY IMPACT FLUSH GARAGE DOOR - PRE-FINIHSED _ 3 T-0 X 8'-0" PLASTPRO WHITE FIBERGLASS DOOR, SS HARDWARE 4 T-0 X 8'-0" PLASTPRO WHITE FIBERGLASS DOOR, SS HARDWARE 5 T-0 X 8'-0" PLASTPRO WHITE FIBERGLASS DOOR, SS HARDWARE 6 T-0 X 8'-0" PLASTPRO WHITE FIBERGLASS DOOR, SS HARDWARE € � 7 6`-0" X 8'-0" NEUMA DOOR LOW-E IG IMPACT, SS HARDWARE, WHITE WITH SCREEN 8 3'-0" X 8'-0" NEUMA DOOR LOW-E IMPACT, SS HARDWARE, WHITE - ROLL SCREEN 9 T-0" X 8'-0" NEUMA DOOR LOW-E IMPACT, SS HARDWARE, WHITE - ROLL SCREEN 10 6'-0" X 8'-0" PLASTPRO WHITE FIBERGLASS DOOR, SS HARDWARE Lo L WINDOW SCHEDULE 1 29" X 23 5/8" MARVIN INTEGRITY WHITE IMPACT LOW-E II WITH ARGON 0 TW AR A AC uNll` 29" X 59 5/8" MARVIN INTEGRITY WHITE IMPACT LOW-E II WITH ARGON O C G RAGE 2 29" X 23 5/8" MARVIN INTEGRITY WHITE IMPACT LOW-E II WITH ARGON ' µ 29" X 59 518" MARVIN INTEGRITY WHITE IMPACT LOW-E II WITH ARGON-OPERABLE NEW GARAGE AND 3 29" X 23 5/8" MARVIN INTEGRITY WHITE IMPACT LOW-E II WITH ARGON GUEST SUITE FOR cTi �� 29" X 59 5/8" MARVIN INTEGRITY WHITE IMPACT LOW-E II WITH ARGON MICHELLE MCDONOUGH & _ 4 33 X 71 5/8 MARVIN INTEGRITY WHITE IMPACT LOW-E it WITH ARGON-OPERABLE RICHARD REICHLER co 5 25" X 71 5/8" MARVIN INTEGRITY WHITE IMPACT LOW-E II WITH ARGON 2025 BEACH AVENUE 6 25" X 71 5/8" MARVIN INTEGRITY WHITE IMPACT LOW-E II WITH ARGON-OPERABLE ATLANTIC BEACH, FL 32233 ELEVATOR 3'-6" RESIDENTIAL ELEVATOR - CONTACT STEVE HAWLEY - 850-251-2221 - HOISTWAY PLAN HP-2 52" X 57" CLEAR INSIDE HOISTWAY DIMENSIONS WHEN USING ACCORDION STYLE GATE Po, Jop/ - / ` '- 8" MINIMUM PIT BUILT TO WITHSTAND 5,100 LB LOAD DRAIN O� ? GT4 � srAr�of ? 114" CLEAR HOISTWAY OVERHEAD FOR 8'-0" CAB FLORIDA s a 12" MINIMUM RETURN ON RAIL SIDE WALL ELEVATOR 7m ARo01"824 ELECTRICAL ROOM RAIL WALL NEEDS TO BE POURED SOLID 950 LB CAPACITY �'�F© ARor\��'�` VESTIBULE TRAVEL SPEED 40' PER MINUTE SOLID VINYL GATE CD ELE OR BIRCH STANDARD INTERIOR AND HANDRAILS g _� MEETS ANSI All 1 NATIONAL SAFETY CODED FOR ELEVATOR SAFETY CAB HEIGHT 8'-0" FOUR RECESSED HALOGEN LIGHTS d INTERIOR HARDWARE FINISH BRUSHED STAINLESS STEEL 10& Li, _ SURGE PROTECTOR cl PHONE LINE _ 1 N, j _ ��T� = DOOR ENTRY INSTALLATION COMPLY WITH 3" X 5" RULE ONE 120V 15 AMP FUSED DISCONNECT OR CIRCUIT BREAKER FOR CAB LIGHTING ONE 230V 30 AMP FUSED DISCONNECT FOR MAIN POWER - 10-3 WIRE WITH A GROUND ONE GFI OUTLET ONE LIGHT FIXTURE WITH WALL SWITCH 4 RETAINING WALL ONE PHONE LINE WITH MINIMUM 10'-0" PIGTAIL CTE MARK DATE DESCRIPTION 4Tf PROJECT NO MODEL FILE 5'-410 2'-0" DRAWN BY CHK'D BY COPYRIGHT � 44'-0" SHEET TITLE 1ST FLOOR PLAN 1st FLOOR PLAN 1 SCALE 1/4" = 1-0 THOMAS J. MNICH, PA, AIA 3618 1 ST STREET SOUTH JACKSONVILLE BEACH, FL 32250 FLORIDA LICENSE # ARI 831548 1-011 4'-511 9,_411 7'-0„ 4'-711 OPERABLE oQA 4_4 NOTES ISTORAGE �� cV 5 112++ 3SHELVES T+ N 1) ALL BLOCK WALLS AT INTERIOR TO BE FURRED WITH 2X PRESSURE TREATED FRAMING 2) ALL EXTERIOR BLOCK WALLS TO BE SPRAYED FULL HEIGHT WITH POLYISOCYAN U RATED CLOSED CELL FOAMED-IN PLACE INSULATION BETWEEN FURRING 4) 2ND FLOOR CEILING SHALL HAVE 5 1/2" POLYISOCYANURATED CLOSED CELL FOAMED-IN - MEDICINE PLACE INSULATION 04 CABINET 5) GARAGE CEILING SHALL HAVE 3 1/2" POLYISOCYAN U RATED CLOSED CELL FOAMED-IN PLACE OPERABL , BEDROOM BATH a INSULATION cm 6) ALL INTERIOR WALLS TO WOOD FRAME WITH 1/2" WALLBOARD FINISHED SMOOTH Lo 7) ALL INTERIOR CEILING TO BE 112" CEILING BOARD FINISHED SMOOTH f13 bo = 5 112" `- "` " 8) ALL PENETRATIONS CREATED BY DUCTWORK, WIRING AND PLUMBING THROUGH WALLS AND ' 1' 5 FLOOR TO BE FOAMED TO REDUCE AIR INFILTRATION _ L 9) HOT WATER WILL COME FROM MAIN HOUSE WATER HEATER 00 _ Lo 10) EXISTING HOUSE ALARM WILL BE CONNECTED BACK TO MAIN HOUSE If 2'-8' NEW GARAG E AN D GUEST SUITE FOR 121-811 _ MICHELLE MCDONOUGH & _ RICHARD REICHLER 2025 BEACH AVENUE LIVING—KITCHEN ATLANTIC BEACH, FL 32233 03 I _ s — 02 �� OPERABLE r �.......�....� V1 �OSEr, STATE OF FLORIDA N +_ ++ 9� AR0011624 1 Ot ERED P'G<\ _ PAT I O - + "_ -+ I LE TOR 10 21 60-010 141-611 ^f_ ,1 21_6 1 MARKI DATE DESCRIPTION 2nd FLOOR 1 SCALE 1/4 - 1—0PROJECT NO MODEL FILE DRAWN BY CHK'D BY COPYRIGHT SHEET TITLE 2st FLOOR PLAN A.. 3 THOMAS J. MNICH, PA, AIA 3618 1ST STREET SOUTH JACKSONVILLE BEACH, FL 32250 FLORIDA LICENSE # AR1831548 6" WHITE GUTTER WITH DOWNSPOUT 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 ---�•► NEW GARAGE AND I I I GUEST SUITE FOR i MICHELLE MCDONOUGH & DYIN RICHARD REICHLER I I 2025 BEACH AVENUE I I I ATLANTIC BEACH, FL 32233 I I I I I I 6 WHITE GUTTER WITH DOWNSPOUT - - - - - - - - - — _ — � -- - - - - - - - - - - �ro�PSTA-'rS _ .. FLORIDA i m� AR001t624 1 4 R£D F,RGN� DRAIN •f- -- - - – – – – -- - – – – – — ► I I I c i I I a 10 2! `l c a� Q L c� a� m Lo CV rn MARK DATE DESCRIPTION c a� v PROJECT NO OC MODEL FILE Lo ROOF DRAWN BY N CHK'D BY a> SCALE 1/4" _ P-o° COPYRIGHT SHEET TITLE U) F— ROOF PLA Z W CL0 CD 0 0 E E cn L cn A�4 T� i 0 -F+ c U ca THOMAS J MNICH, PA, AIA 3618 1 ST STREET SOUTH JACKSONVILLE BEACH, FL 2" 10 120-1011 2 .2'-6"1. 2' 111, 250 2'-8" " FLORIDA LICENSE # AR1831548 2' ,_ 14'-6" 21_6,1 r £ P } s s 3 Y y i i g s f I {{ s DDDD d i ° I � ° s »..». � � ...,,... � s3 —»s ural ^,»^••—•:.....--za a.eaa s 3 1 j 1 POWDER COATED 3I ALUMINUM HANDRAIL 00 CONCRETE BLOCK I i I " EXPOSED CONCRETE BLOCK TO BE GROUND FACE 8X8X16 STACKED BOND I » » NEW GARAGE AND UNEXPOSED CONCRETE BLOCK TO BE 8X8X16 RUNNING BOND I GUEST SUITE FOR } 4" SOLID GROUND FACE CAP AT STAIRS MICHELLE MCDONOUGH & RICHARD R I HLER } 2025 BEACH AVENUE ATLANTIC BEACH, FL 32233 120-1 Off 1 ,o P70SEp� P P STATE OF n FLORIDA S WEST ELEVATIONSOUTH ELEVATION AR0017624 1 SCALE 1/4' = 1'-0'" 2 SCALE 1/4 = 1 -0TS C`� 111 QED F�� i 10'-6" 2'-6" 3'-6" -12'-10" 12#-2"- 4" WHITE ALUMINUN CAP 2,_ 4._ I t o---t7---"-- ZI tr — trAREA OPEN FOR DRAINAGE i I T I IIr } a { }[ q I } ssr v »» t s } I MARK DATE DESCRIPTION i s s } ` y � s i tr I I } F f PROJECT NO £ i , MODEL FILE t } i DRAWN BY CHK'D BY I------ — 8 x GLAc S COPYRIGHT I � f I I OVERHANGS AND FASCIA PVC di I SHEET TITLE 00 - - STAINED CEDAR SHAKE SHINGLE � y_ ELEVATIONS k a IS � s £ _ , EAST ELEVATION NORTH ELEVATION SCALE 1/4" = 1'-0" 4 SCALE 1/4 = 1-0 THOMAS J. MNICH, PA, AIA 3618 1ST STREET SOUTH JACKSONVILLE BEACH, FL 32250 FLORIDA LICENSE #ARI 831548 �-6 do WHITE METAL ALUMINUM CAP OVER 2 X TREATED WOOD CAP 19/32" RATED SHEATHING #5 VERTICAL @ 48" 0 C EMBEDDED 12" SINGLE PLY MODIFIED ROOF CANT STRIPS AND FLASHING 2 X 12 ROOF FRAMING 19/32" RATED SHEATHING PVC FASCIAAND SOFFIT SINGLE PLY MODIFIED ROOF FILL CEILING VOID WITH ICYNENE ANCHOR ROOF TRUSSES TO INSULATION 8" CONCRETE BLOCK 1/2" GYSPUM BOARD AT WALLS CEDAR SHAKE SHINGLES AND m` t1w01 - SMOOTH H tNISH� v OVER WATERPROOF to SEE STRUCTURAL SHEET S-3 FOR SECTION DETAIL NEW GARAGE AND MEMBRANE AND TREATED 2 X 4 FURRING AT ALL EXTERIk�R GUEST SUITE FOR WOOD FURRING WALLS WITH 1 1/2" RIDGED MICHELLE MCDONOUGH & INSULATION RICHARD REICHLER 8" CONCRETE BLOCK WALL 2025 BEACH AVENUE ATLANTIC BEACH, FL 32233 DETAIL SECTION PS JO°EF, " S SCALE 1/2" = 1 -0" 2 SCALE 114 = 1'-0 s� STATF OF f— FLORIDA AR0017624 RED P�G� 4 -311 41-311L. 3'-6'# 7'-5" 7 .,5 7'-5" 4'-11 " taLt � Q L cu N mu') N O04 M N 0 c MARK DATE DESCRIPTION L r c PROJECT NO LON MODEL FILE NDRAWN BY N CHK'D BY QCOPYRIGHT J i N i N SEE STRUCTURAL SHEET S-1 FOR STAIR DETAIL SHEET TITLE z Z 1 SECTION _W J U a 0 Y N L _U C E L 4 SECTION = SCALE 112 = 1 -0 SECTIONA� 6 C 3 SCALE 114 = 1 -0 f U (!f THOMAS J. MNICH, PA, AIA 3618 1ST STREET SOUTH JACKSONVILLE BEACH, FL 32250 FLORIDA LICENSE #ARI 831548 WHITE METAL ALUMINUM DRIP EDGE q 11 7 19/32" RATED SHEATHING SINGLE PLY MODIFIED ROOF 2 A-7 2 X BLOCKING FILL CEILING VOID WITH ICYNENE INSULATION #5 VERTICAL @ 48" O C EMBEDDED 12'" 0 Ing 1/2" GYSPUM BOARD AT WALLS ANDb� � SMOOTH FINISH Ce*1 -0 3 M A-7 I _ 2 X 4 FURRING AT ALL EXTERIOR WALLS WITH 1 1/2" RIDGED INSULATION - 8" GROUND FACE CONCRETE BLOCK WALL - STACKED BOND PVC FASCIA AND SOFFIT Y NEW GARAGE AND A GUEST SUITE FOR MICHELLE MCDONOUGH & RICHARD REICHLER 2025 BEACH AVENUE SEE STRUCTURAL SHEET S-3 FOR DETAIL ATLANTIC BEACH, FL 32233 + C ro STATE OF � r> FLORIDA y x AR0011624 DETAIL SECTION FD AVCc SCALE 114 = l'-0' 1/2" GYPSUM BOARD WALLS - SMOOTH FINISH 2 X 4 FURRING AT ALL HARDIE BOARD SHINGLES OVER Q EXTERIOR WALLS WITH 1 112" WATERPROOF MEMBRANE AND RIDGED INSULATION TREATED WOOD FURRING U is m 2 X 4 FURRING AT ALL EXTERIOR WALLS WITH 8" CONCRETE BLOCK WALL FLASHING MIN 12" UP WALL LO N 1 1/2" RIDGED INSULATION 1 X 4 WOOD BASE PVC BASE AT BOTTOM OF HARDIE 0 oo 1/2" GYPSUM BOARD AT WALLS - SMOOTH WOOD FLOORING BOARD SIDING VULKEM 350/351 WATERPROOF MARK DATE DESCRIPTION 1 X 4 WOOD BASE 3/4"T8�G WOOD SUBFLOOR- MEMBRANE -p GLUED c WOOD FLOORING WOOD FLOOR TRUSSES 2" METAL DECKING TO SUPPORT ul) FILLED WITH ICYNENE CONCRETE SLAB PROJECT NO 04 INSULATION MODEL FILE 0 3/4" T&G WOOD SUBFLOOR - GLUES 2 X 10 WOOD FRAMING SLOPED DRAWN BY N c ANCHOR FLOOR TRUSSES TO TO SOUTH cu WOOD FLOOR TRUSSES FILLED WITH ICYNENE 8" CONCRETE BLgCK m� ((-v'07 CHK'D BY INSULATION '� " (3ogr t HARDIE BOARD SOFFIT AND TRIM COPYRIGHT J ' GYPSUM BOARD CEILING N AT GARAGE -TAPED SMOOTH CEDAR SHAKE SHINGLES OVER #5 VERTICAL� 0) 48" O C EMBEDDED 12" AND PAINTED WATERPROOF MEMBRANE AND 6) � �OQv - V"� 11— to—oq TREATED WOOD FURRING .a GYSPUM BOARD AT GARAGE - TAPED SMOOTH 1 1/2" TRIM PAINTED SHEET TITLE ZAND PAINTED 8" CONCRETE BLOCK WALL- ui SEALED SECTION U 1 1/2" PVC TRIM a 0 8" GROUND FACE (EXTERIOR ONLY) CONCRETE _*Ad BLOCK WALL - STACKED BOND ❑ WATERPROOF BOTH INTERIOR AND EXTERIOR E E i DETAIL_ DETAIL N 2 SCALE 1/2 = 1'-0" 2 co OA� 7 C U N THOMAS J. MNICH, PA, AIA ELECTRICAL NOTES 3618 1 ST STREET SOUTH _42_QFF 42 AFF 42"AFF JACKSONVILLE BEACH, FL WP F A ELECTRICAL KEY -7 A) FUSED DISCONNECT cn `� - �- - 32250 i I MAIN POWER SWITCH i I 230V - 30 AMPS � -- FLORIDA LICENSE #ARI 831548 \ / I T � I 3 WAY SWITCH D n B) FUSED DISCONNECT ' a CAB LIGHTING i t 4 WAY SWITCH I 120V - 15 AMPS N \ �� RECEPTACLE C) ONE GFI OUTLET %\ \ i _ _ _ Wp WATER PROOF RECEPTACLE _ o L _ � D) ONE LIGHT FIXTURE POWER FOR ' -(�- 6" RECESSED CAN GARAGE DOORS + WITH WALL SWITCH WP E) ONE PHONE LINE FRG G L - - 6" RECESSED CAN - GLASS LENSE r 42"AFF A A }- WALL MOUNTED EXTERIOR LIGHT i I ' F} IRRIGATION CONTROLS - 42 FF �• I -n ' '� `� - A SURFACE MOUNTED LIGHT > - -� D G) POWER TO ROOF TOP 22 I HVAC EQUIPMENT \ I _ _ so K-WS INTERIOR WALL SCONCE G, H & I H) POWER FOR FUTURE � � -_,_ � � � \ _ SURFACE MOUNTED p�ft I 100AMRICAL WATER HEATER � -{�- c�r I ELECTRIC \ j, ® 4 FLOURSCENT FIXTURE SUBPANE/ 1) TRANSFER SWITCH ''r" r �`' '0A` 4 42 AFF 42 AFF FOR GAS GENERATOR z Py (t \, - uTEP SURFACE MOUNTED STEP LIGHT . � ` - - -- LIGHT COVE 42 FF 42 AFF A, B,C,D & E ABOVE ARE .— - -- ELEVATOR REQUIREMENTS A,B,C,D & E 42"AFF UNDERCOUNT LIGHT FIXTURE - �' ALL INCANDESCENT LIGHT / FIXTURES TO HAVE LUTRON CEILING FAN WITH LIGHT NEW GARAGE AND %` DIVA DIMMERS - WHITE / BATHROOM EXHAUST FAN Li T � � 42 AFF GUEST SUITE FOR ELE OR `` �A � MICHELLE MCDONOUGH & ' C F POWER FOR TWO RELOCATED 42 AFF 42 AFF 42 AFF HVAC CONDENSERS FROM '`�- . so SMOKE DETECTOR RICHARD REICHLER MAIN HOUSE 2025 BEACH AVENUE \ N TELEPHONE ATLANTIC BEACH, FL 32233 12"AFG HOT WATER SUPPLIED FROM MAINHOUSE WATER HEATERCONNECT TO LIGHTS AT ® TV �► FRONT OF GARAGE AND EXTERIOR STEP LIGHTS O THERMOSTAT NQS J0SSA ' 11001, o ti CONNECT TO 2ND FLOOR EXTERIOR m AR001 LIGHTS @GUESTs,, 624 Al SUITE ``� SURFACE MOUNTED ALL ELECTRICAL WIRING TO BE IN ACCOFt[DANCE WITH 05 NEC STEP LIGHTS PROVIDE ARC-FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12 c a� 10 1-1 E a� Q 1st FLOOR 2nd FLOOR 2 m 1 1 -0 SCALE 114" SCALE 1l4 = to 04 CN MARK DATE DESCRIPTION m c W PROJECT NO MODEL FILE N DRAWN BY N CHWD BY N COPYRIGHT a� Q J i SHEET TITLE a� ELECTRICAL PLAN Z W U CL 0 aD U_ E E N TZ ^L` W i _ 0 U tD i ( V i l 2� ell � 4 T't till - - AL W m M m m o 71 1 z I } > F- z z z Z z I I FOc�I N G T _ to F�- CD TL r T — — -- — — — GOit r— — -1 I -� I b�KG ,� 14,C�► 4 -� - _ r ' N t ��.. �� 5�'� I m a WO-1CEkO(� SCa.CtaS Z I 4'' �' w, 'x `' % � , � w 1 O�I° V M ov DD L+ - -- ( - ' - I I F I = KITC i V 1�5►Q to Gt.e�► GoOPI► E0 IT c� < �I �olsoN -v f-�LL• t 1 i _ �+ _ j . 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T 1 © N P L p. t`t C Ext 15T t KG"� UNSER p1 ry NIuG (��r�nt of Cx�sT ANG i4ausc CortCRETC W 04W E 4 ro0T1 N G5 a of aIsnwy cMu Helical Steel 1=� Q0 � I �t't �c �STiN u1�U. � W , 14 Q� 1) Provide helical steel piles and anchor screws,manufactured by w c e ; ' +� a f ° �` 7 Atlas"systems ore llal W M `a = q , where shown on the drawings as IkY , specified herein,and as needed for a complete and proper installation Y F 41 • A-6 4 - _ 014 MONOLITK G ' ` ` s }" 11 2 w a gt�$h .t - ) Contractor shall review the Soil Report for recommendations o - Fool-rMC -, I- slag I �` a� •fi ; which concerns the following l4)4'0 x 5'L04: _a r t u'I W M I _ = _� R "� A) Installation criteria OXY C�O1rITEp A. i r-- 4 4 ti �Z _t B) Installation sequence + ' x4 3/(6 � XEADW BoLTs _ r .-h R a �, � q STS�I.�TU(3 G %, C) Quality control Iv�f 4t:'l '� a 3) Piles and screws shall be fabricated ted of ASTM A304/316 _ stainless steel hardware where possible for at least the top ..u� I�� N�] CORM �� several feet, then zinc galvanized to ASTM-A123 minimum requirements for the deeper SC�LJ P parts 4 � ) Diameter,size,and number of hely plates of every helical pile 1! p �+�� - -TA.,.-- � f I f shall be determined by the piers manufacturer to achieve,the t 1Z�� :.,"Imum required compressive load capacity outlined in Uj N �I ALT ��R I I paragraph 5 The ultimate structural steel capacity = M } ( i } ' I I I helical pile shall be at least twenty two(22) tons in compressiono 'j _ 'M NROOTIINC� I� a I I I i I and thirty(30) tons in tension UJ LL - Anchor screws shall be 1 1/" round corner square shaft with a Q = EXG4YA I 61 T NOTALLATIOK » single 12 helix,length of each anchor screw is shown on plans = + , - 9014 TO BOTTOM OF I by MANvFAc' 9E9 Q � EXISTMG _ The ultimate structural steel capacity of each anchor ��-�� shall be &40M FOR C MMBAC* TAT)PER I i comprirty ession tons in tension and twenty eight(28)tons m GRADE UPON Oa 1pLETION� i I p ession > PER I x INSTALLATION 5) The design service load compressive capacity of every helical I I I I ATLAS RESISTANCE P1�@ pile shall be at least eleven (11)tons with a factor of safety of I i 1U/REPAIR BRAf�CET TYPE 2 0 against ultimate failure The pullout service load capacity i StEEI-WMICAL PIER of every pile shall not be less than five 5 tons 5hME 54AF1 A M C[4 0 I 1 1 27/810 PIER DIA IET safety of 2 0 against Ultima ( ) with a factor of Q g to failure U' The pullout capacity of each anchor screw shall not be less I I than swix(6)tons with a factor of safety of 2 0 against ultimate Z 0 failure Qt 4) Drive piles in a continuous operation at the locations shown and to the required depths as determined by the soil report s N M 1 I and the piles manufacturer to achieve the design service loads Q -" 1 outlined in paragraph 665"above E- w z Etev pJ-10 N i 5) Alignment, Uj � W z W D z A H.T. 5 Z0 M < section of length FILE CA) Do not exceed 2% maximum deviation from vertical in anO Of PY _ —Do4 B) Maintain pile center at cutoff point within 2" of the design location Pulling piles into this position will not be accepted REVIEWED FOR CODE COMPL ( JOB N U M B E R CITY OFAT LANTIC BEACH SEE PERMITS FOR ADDITIONAL 6) Underground utilities shall be avoided, relocate piles as needed REQUIREMENTS AND and consult with engineer,if relocating by more than 6 inches REVIEWED By DAM PIONS DATE �� SHEET NUMBER aF 5 5- iA x REVIBIONB BY x �,�► �� IIz,r; ~ ' /�.1Z, C� G •-ro 4s'6' ,,G,Y E. 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Q w r =n I I C,C,E 5 , s, f —�/I � bk S Iz,C - EP& ktLo GR66N0 FLC-—.. 04t,4cPETC- �' � I �►L C)G K-, W A I.,.L �,.►T L�..�, Lc~11`I C� - F-1 � (Z., C1 ) 4 R,e - c:�aC� VtRTI LE W I I � I r-tA-1 Lc b o NS) f co /t>3/4►� T i P L.`(- (� F C�R-, D I;L.44-t G-i L t3 - — � Z.- - � L 4 Z, •� � ( 1�-� , � L.12-, , i Com'' T J ,1 ,' (�ra,c� - C� L � r, S ► � C� 1 � '' �. , --- a ' A � co rax � t � I` 1 , ► I? LdCi�, � � �, � fz, YERTL~ o Sx8x1t. CMU WALL ►► a c� r,0WC. , FiL.L.E...0 C�,. L.L. w�" :��:. F LcD0 (�-r PLAN` (rc'�P, • b� � 5 4 R,E -blAA VC-17,T1C.AL - = �./1Co Lxt�f0 1� (�C-►t�/� . CaAL�'!a�t��1(!(�Z` G� ML(TA's- �►1y�L-� LL- 11 -J G1z,L V4 710 1r- i -1 L� ZL Yn 1 Y�l A. -� \4 1/4 '► � ( •( � i O C TJ�P C4�1�� Com. 1 ►s �,-t- CA,: t\ �LaT L��{�,�R, �r 0 / To Z X (Z a LIT LG>d 4-1 6 r2--� V�J3) 14-v7-x --t) L-r�N C� V�Ic7pD SCI�,E�J QT EVC R i° _.�1„�? L.�� I�,C (z-, • DRAWN 5 N EAT 44 c t� /-, , CHUCKED L DATE Cat-1~c , s t��xpc��i 7��x t C--, w 4 W�7• h��°1-.�,/V,41 R �. -MtIr�S N � ! i c�`�i 1 �., o �(�'L-`r` . V A 1 1"� ��►�,R 1 r`^. �Y I�{"'I T1~ ; r1-�'� `� C�L�� SCALE 712-%G ,-C-E I LL ♦( -2-15 e,er f, rJ '� ( -r �, ! - ASS I F,:5 0 N � fit,t-447,i..t!, tros N® C-cUrl� F (. , rFiN . , 1 - o � n53 ♦ T - .. ..,�_ . - ...._. ._ C- LEYATO C� T � " � Cz��-X! Z t✓ ,'C. :,.��T i 'N i.1�r..,l a P I N c E �►t U T C.�I v r�L.Y-, 1 1N A L. - V, t; ) sHSET La.L�.�PEt�, EL�VIs►T.�t�-, r�aNF. � �� "rA.PN`� c ' 1Z'` C-)" 3 q SPCc,) S C I c7 N = �, O OF •NEETB i WATERPROOFING AND DAMPPROOFING i z Design Criteria SECTION 1814 , I 1 Live Loads `` , I ' ' °- Roof 20#/Sq Ft, Floor 40#/sq Ft •''- 18141 I � J Where rega Where a groundwater table invest. ., gation indicates thatbydr®natie pressure conditions exist, I W 2 Dead Loads Roof 20#/Sq Ft, Floor 15#/Sq Ft wails and floors retaining earth and enclosing spaces below -� .. finished ground level shall be waterproofed in accordance IN 0 t20►o1'�"A)L ;% with 1814 2 Where hydrostatic pressure conditions do not I I 3 Wind Loads 801 td T R E i N Ec_ � exist,dampproofing and perimeter drainage shall be provid- ed in accordance with 1814 3 i o Mph, I (Importance Factor)=1 0,Wind Exposure"C", Category"II" Building 5 PAC I N G = I G ® e � i ` � L �' u J ( z CCPi=(+)Or(-)018 ( Enclosed Budding) g j" LasgER i $ X6 X%U' Exception See 1804 8 for dampproofing of wood foun- f F *** 'S 1 EEL WIRE Y CMA &�r WREN- dations I', E, >- 3 Components&Cladding Design Pressures r 181411 Or � W Of � W m Roof a=3 ft ., / Organic-solvent-based products such as hydro- Zone Effective Wind Area(sq ft) Pressure(psf) _ J carbons, chlorinated hydrocarbons, ketones and esters shall not be used for ICF walls with expanded polystyrene 1 10 18 6 -29 6 -� form material a a a Q Q F- G C C Gi 1 20 170 -288 m 1814.2 Waterproofing 41 50 -278 Surfaces to be waterproofed shall be prepared in w 1814 21 ".1w w � 1 100 131 -26 9 accordance with the waterproofing manufacturer's recom- m m m m m rD 2 or 3 10 18 6 -62 2 11 CJI _ 6 MU SLV, WALL HOK120 N s AL. mendations z z z z or 17 0 -56 7 �` A i`��Q�t �AI T _ 2 or 3 50 149 -491 Q (d !� 1`L / Ta(�R6►MF ((SER �trtas 2 or 3 100 131 -434 1814 2 2 Waterproofing shall be applied from the top of 86gf 96(Aff Cp6a(31AaS) the footing to not less than 6 inches (152 mm)above fin- Overhangs a=3 ft Top gkKt- ish grade Zone Effective Wind Area(sq ft) Pressure( psfl 1 i ' �, I 1814 2 3 waterproofing shall consist of one of the follow- 2 200 -604 T rP g i rri 2 100 -604 _ , ,, , � �_ Ing systems mopped felts ! � f 2 100 0 -60 4 i 1 3-plyhot mo ff � I f 3 100 -1015 C MIA W fL�7_ � �_ -� 4:7 � 2 Bento to clay layer at a minimum 0 75 lb/sq ft(3 7 __D -r, ' 3 20 0 -90 0 i ^'e= I 3 50 mul(1 3 mm)rubberized asphalt sheet or li iud ._ q r t s 100 0 -631 !�" 440 mil(10 mm)polyurethane rubber >- M r- I { �I} 5 �` �� }� NQ C�I 5 40 mil 10 nun y m i I Walls a-3 ftL �- tab #.'Tri �•, $ 6 20 rrul (0 5 mm) single ply vulcanized rubber or I w I Zone Effective Wind Area(sq ft) Pressure( psf) Q ,� �. Q'V ++0,,G, �Nt t'w` ,rt thermoplastic sheet 4 100 324 -351 U1Hl t Rt I N f �4t F� l A T4s} t j $�(� (� ©�F. 7 Other approved methods or mat®nals capable of ;n 3 w 4 4 200 309 -336 F F 1 nonstructural cracks GJ a 4 Soo 290 -318 4 1000 275 -303 Simpson Model No Number and Type of fasteners *** 1014 2 4 Wall and floorC�U! oms and CT'(tLL"W-0 p 5 20 0 30 9 -40,5 PEW N G t ht CiEe�1�C.,► 1N1k t-t-- ] peaetratons shall be 5 10 0 32 4 -43 3 3) """" made water tight using approved methods and materials LSTA36 (26) 10d } 1814 2S Floor waterproofing shall c onsist of any maten- IN t^ C ( � ala roved for waterproofing in 1814 2 3, with joints 5 Soo 29 0 -36 6 `J �� OU)GLI 5 100 0 27 5 -33 6a LSTA24 (18) 10d pp rP g J �+ o *** plus and minus signs indicate acting toward and away from the building surfaces lapped and sealed in accordance with the waterproofing manufacturer's recommendations C''J LU28 ( 8) 10d to Header C''J ( 6) 10dx1 '/z" to joist ^ 18a1 1 GENERAL STRUCTURAL NOTES Wal surfaces to be dampproofed shall have all 1-pproofing4 1 1814 3 , HU210 (8) 16d to Header 1 �"' holes and recesses,including those resulting from removal I--+ to 4.41 It is the intent of the Engineer that this work be in , of form acs, sealed with a bituminous or other a C\224 kconformance with all requirements of the authorities having (4) 10dx1 /Z to foist materia) approved 0\ jurisdiction over this type of construction and occupancy Alli 4 4 Contractors shall do their work in conformance with all H2 5A (4) 8d to rafter 1&3/41164 - 18143.2 Dampproofing shall be applied to the exterior applicable codes and regulations (4) 8d to top plates X16 11 surface of walls from a point 12 inches(305 nun)below �} t I_-1 St.? � � the top of the lowest slab to not less than 6 inches (152 E-4 2 The Contractor shall verify all conditions and dimensions at HTSM 20 (10) 10d to wood mm)above finish grade f 4)'/a " diam X 2 '/s" titen screws 1814 3 3 Dampproofing applied beneath the floor slab the fob site prior to commencing work � shall consist of 6 mil (0 15 mm) minimum polyethylene I_- CD 3 Contractor shall supply, locate and build into the work all SPH (10) 100X1 i/z" t0 stud FASTENING SCHEDULE"B"(UNLESS NOTED OTHERWISE ON PLANS) with,joints lapped not less than 6 inches (152 mm) and d Inserts, anchors, angles, plates, openings, sleeves, hangers, CONNECTION FASTENER NUMBER OR SPACING taped, or other approved materials having a maximum TC24 (4) 10d to Rafter slab depressions, and pitches as may be required to perform perm rating of OS Where installed below the finished � � BAND JOIST TO SILL OR TOP PLATE TOE NAIL 8d 6 OC walking surface, dampproofing shall consist of mopped- W [---I and accommodate other work 4) 10d to Top plates JOIST TO BAND JOIST FACE NAIL tad COMMON 3 on bitumen, 4 mil (0 10 mm) minimum polyethylene, or -1 Q Cf 4 These documents, as instruments of service are theroe ***All nails shall be common nails, U N O JOIST TO SILL OR GIRDER TOE NAIL 8d COMMON 3 other approved materials having a maximum perm rating of the Engineer and may not be used or reproduced withoutBRIDGING TO JOIST TOE NAIL EACH END 8d COMMON 2 of 0 5 [2 873 x 10-5 mg/(Pa•s•m2)],with joints lapped W and sealed in accordance with the liampproofing manu- facturers written consent of the Engineer LEDGER STRIP 16d COMMON 3 AT EACH JOINTVOW" ,' +� �� FROM G600140facturers recommendations 1 x 6 OR LESS SUBFLOOR TO EACH JOIST FACE NAIL 8d COMMON 2 FL 5 All details and sections shown on the drawings are intended to 1814 3 4 Wall dampproofing shall c onsist of one of the �i „ "All OVER 1 x 6 SUBFLOOR TO EACH JOINT FACE NAIL 8d COMMON 3 • LOW EXrosiom" View `N•TOS following systems be typical and sha8 be construed to apply to any similar MPSON FACEIUNT HANGERS SCHEDUL ,,�- � gQ � situation elsewher* in the work except where a different detail 2 SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 16d COMMON 2 1 3/8-inch (9 5 mm) portland cement parging with a I ih6-mch(16 mm)bituminous coating j is shown 1-SINGLE 2X8, 2X10, 2X12 JOISTS, USE LUS28 SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 16d COMMON 16 OC , 2 /E-inch(3 2 mm)bituminous c oatiiig TOP OR SOLE PLATE TO STUD END NAIL 16d COMMON 2 2-DOUBLE 2X8 2X10 2X12 BEAMS USE LUS28-2 WWW OR 3 1/8-inch(3 2 mm)cementitious coating 6 it is the Contractor's sole responsibilityto determine erection ' STUD TO SOLE PLATE TOE NAIL 8d COMMON 4 4 i/s-inch(3 2 mm)surface bonding mortar C� procedure and sequence to insure th safe of the building3-TRIPLE 2X8, 2X10, 2X12 BEAMS, USE LUS28-3 P q �7 DOUBLED STUDS FACE NAIL 10o COMMON 24 O C FILL W1 V'1./ LAN1 5 40 mil(102 mm)acrylic latex coating + and its component parts during erects; 4-DOUBLE PLY 117/8" LVL BEAMS, USE HGUS410 6 1h6-inch(1 6 mm)biturnmous coating over concrete 5-DOUBLE PLY 14" AND 16" LVL BEAMS, USE HGUS414 DOUBLED TOP PLATES FACE NAZI 10d COMMON 16 0 C 7 6 nul 0 152 mm i TOP PLATES LAP AND INTERSECTIONS FACE NAIL ( ) polyethylene over /16 inch (16 T I� ,�� 7 All structural openings around or ffected by mechanical, 6-THREE PLY 117/8" LVL BEAMS, USE HGUS5 5110 - (2) 16d OR (3) 10d COMMON mm)bituminous coating applied to masonry � / electrical, and plumbing equipmen shall be verified with 7-THREE PLY 14" AND 16" LVL BEAMS USE HGUS5 5/14 CONTINUOUS HEADER TWO PIECES 16d COMMON 16 0 G ALONG EACH EDGE _b_"_� r s Acrylic modified cement base c oahng at a total min- i-� equipment urchased before rocee in with structural work CEILING JOISTS TO PLATE TOE NAIL 8d COMMON 3 s i L imum thickness of 3 ib per sq yd(16 kg/m2) P P 9 8-FOUR PLY 14 AND 16 LVL BEAMS, USE HGUS7 25114 e e n 9 Any material approved fol waterproofing in affected ` -SINGtf 3112"x ►t'7/6'I-3015 r. USG 1 U 5 3 5(#111,88 CONTINUOUS HEADER TO STUD TOE NAIL Sd COMMON 3 = �j _ I� r� 181423 � �� fit¢ � ' �'1/ ' T� '�' �ti��, HV�1Z�„Z�M/ CEILING JOISTS LAP OVER PARTITIONS FACE NAIL - (3) 16d OR (4) 10d COMMON / *"+E ( J ( ' V 1 } �—III—III — 1814 3 5 When dampproofing is required, perimeter ^. „ „ CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL (3) 16d OR (4) tOd COMMON drainage Shall be provided in accordance with either CONSTRUCTION NOTES � " 51Nv4i% �!LIZ x)(p =-JOI ST, V SC *1J T�(� RAFTER TO PLATE TOE NAIL 8d COMMON 3 1814 3 5 1 or 1814 3 5 2 The foundation perimeter dram 1 All concrete shall have a minimuyn of 3000 psi compressive Mism. 1 BRACE TO EACH STUD AND PLATE FACE NAIL 8d COMMON 2 shall have a nummum slope of 0 33 percent and discharge �� strength at 28 days 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEWIING CONCRETE 1 x 8 OR LESS SHEATHING TO EACH BEARING FACE NAIL 8d COMMON 2T*rf= 1CAL by gravity or mechanical means into an approved drainage system MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT. WITH A MIN COMPRESSIVE SWilAlt."fFl OVER 1 x 8 SHEATHING TO EACH BEARING FACE NAIL 8d COMMON 3 2 Reinforcing steel shall be ASTM A-615 Grade 60 steel OF 2000 PSI ( f ' m = 1500 PSI ) BUILT-UP CORNER STUDS 16d COMMON 24 OC Exception Where a site is located in well-dramed conforming to ACI 301, ACI 315, ACI 318 and CRSI Manual of 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M ORS CONTROL J DETAIL gravel or sand gravel mixture so16,perimeter drainage e+� BUILT-UP GIRDERS AND BEAMS OF THREE MEMBERS 20d COMMON 32 0 C AT TOP AND Standard Practice, latest editions. 31 HORI7f1NTAl t4aiRY IOINTS RFINFAR(`FMFNT SHAT! OF GALV4N17F� iRII -TfPF INI(}i BOTTOM AND STAGGERED is not required L ENDS ANP A i tAGH SPLICE N �` . 6 1n LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX 16 in 0 C 2 PLANKS 16d COMMON 2 EACH BEARING 3 The following minimum concrete cover shall be provided for .Th-) W N M einforcement WOOD FRAMING. STUDS TO SOLE PLATE END NAIL i6d COMMON 2 EACH END 1814 3 51 Method 1 A drain, Consisting of gMVsl or z M 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER ATTIC AND TPI AND NATIONAL WOOD STRUCTURAL PANEL SUBFLOORING crushed stone containing not more than 10% maternal W U. Footings 3 inches DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 15/32 1/2 AND 7/16 i6d COMMON ANNULAR OR 6 0C EDGES AND �_I that passes a No 4 sieve, shall be placed around the > ., SPIRAL THREAD 12 OC INTERMEDIATE USE (2) ROWS perimeter of the foundation The drain shall extend 12 _ 2) All STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN DESIGN VALUES 19/32 AND 3/4 8d COMMON OR 6d COMMON 6 0 C EDGES AND OF i0d COMMON inches(305 mm)nummum beyond the outside edge of Slab on grade Centered SAWN LUMBER LAM VENEER LUMBER OR SPIRAL THREAD 12 OC INTERMEDIATE NAILS M 12. 0 C the footing The thickness shall be such that the bottom = Q Fb = 1,200 PSI Fb - 2,500 PSI 1 AND 1-1/8 10d COMMON OR 6 0 C EDGES AND of the drain 1s not higher than the bottom of the base W Fv = 90 PSI Fv = 285 PSI 8d ANNULAR OR SPIRAL THREAD 6 OC INTERMEDIATE `y under the floor,and the top of the drain 1s not less than m 4 Contractor shall provide spacers, chairs, bolsters, Letc FC1 = 565 PSI E - 880 PS! 15/32 1/2 AND 7/16 i6 Go GALVANIZED WIRE STAPLES 3/8 4 OC EDGES AND . . . 12 inches (305 mm)above the top of the footing The W necessary to support reinforcing steel Sup Ort items which FC = 1,500 Ps! FC = 2,9011 PSI MINIMUM CROWN 1-5/8 LENGTH 7 0 C INTERMEDIATE 9€(2�?_x 6_Ikll3U (2 .12_SOLID SAWN LUMBER top of the gravel or crushed stone drain shall be cov- U ; bear on exposed concrete surfaces shall ha V ends which are E - 1,600.000 PS! E - 2,000,000 PS! 19/32 AND 5/8 16 Go GALVANIZED ORE STAPLES 3/8 2-1/2 0 C EDGES AND - ered with an approved filter membrane material plastic tipped or stainless steel • MINIMUM CROWN 1-5/8 LENGTH 4 OC INTERMEDIATE N Z a 3) ROOF do WALL SHEATHING SHALL BE 7/16 ORIENTAL STRAND BOARDS (OSB) OR BETTER, 1814 3 5 2 Method 2.A drain the or perforated pipe !� SPAN RATED AS SHOWN ON THE DRAWINGS WOOD STRUCTURAL PANEL ROOF & WALL SHEATHING AND shall be placed around the perimeter of a foundation .1 & 5 All reinforcing details shall conform to Manual of $tandard PARTICLEBOARD WALL SHEATHING 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE 1/2 OR LESS 16d COMMON (WALL) 6 0 C EDGES AND The invert of the pipe or the shall be no higher than the Practice for detailingreinforced concrete structures ACI 316 USE (3) ROWS OR SOIL SHALL BE PRESSURE-TREATED 8d COMMON (ROOF) 1z o c INTERMEDIATE floor elevation The to of joints or the to of rfora- Q It € latest edition, unless detailed otherwise on the sttructural w OF 12d COMMON P J P Pe s 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH 19/32 OR GREATER 8d COMMON 6 0 C EDGES AND NAILS 0 12" 0 C tons shall be protected with an approved filter mem- I Drawings APPLICATION FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM 12 o C INTERMEDIATE w STAGGER NAILS brane material The pipe or the shall be placed on not A-153-80 15/16 - i/2 i6 Go GALVANIZED WIRE STAPLES 3/8 4 0 C EDGES AND ON BOTH SIDES less than 2 inches(51 mm)of gravel or crushed stone Z 9 6 All concrete work shall be in accordance with "the building MIN CROWN LENGTH OF 1 PLUS 8 0 C INTERMEDIATE ti containing not more than 10 percent material that pass- �� 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.1 S C SPECIFICATIONS WOOD STRUCTURAL PANEL OR 4 U. code requi ents for concrete ACI 318 t edition, and PARTICLEBOARD THICKNESS es a No 4 sieve and covered with not less than 6 inch- "specificationsfor structural concrete for bu Ings ACI 301 FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80 . n • es (152 mm) of the same material The gravel or W 19/32 - 3/4 16 Go GALVANIZED WIRE STAPLES 3/8 2 O C EDGES AND TYPICAL OF 3 2 x 10 THRU 3 2 X 12 SOLID SAWN LUMBER crushed stone shall extend 12 inches 305 nun mini- Z 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT MIN CROWN LENGTH OF 1 PLUS 5 OC INTERMEDIATE ( ) ( ) Structural Steel 3) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 PAARTICLEe ARD THICKNESS OR mum beyond the outside edge of the footingcovered The top = o 1 Steel plates and shapes s all eonfo ^ to the INSTEAD OF SYP 12 approved the gravel or crushed stone shall be covered with an � ) p p r111 FIBERBOARD SHEATHING approved filter membrane 4 requirements of ASTM-A36 stee , Fu=58 KSi „ „ 1/2 REGULAR 6d COMMON NAIL OR 11 Go 6 0 C AT EDGES 12 0 C = _ I,.. J q SCHEDULE C *** GALV ROOFING NAIL 1-1/2 LONG AT OTHER BEARING AREAS N n � WITH 7/16 HEAD 1814 4 Backfilling.Backfill shall be placed in hilts and com- Cl.. f� ENDED STUD SIZES AND SPACING pacted in a manner which does not damage the waterproofing 2 Steel pipe columns shall con rm t the re ulrements i/2 STRUCTURAL Sd COMMON NAIL OR 11 Ga 3 0 G AT EDGES 6 0 C iu USE (3) ROWS MACFjMfE or dampproofing material or the foundaton wall Q = 0 U P P GALV ROOFING NAIL 1-1/2 LONG AT OTHER BEARING AREAS USE (2) ROWS w OF 12d COMMON 1/2"a A3o7 p g of ASTM-A53, types E or S, Gr de B, y=36 i MW.L TE HEIGHT STUD SIZE SPACING WITH 7/16 HEAD OF 12d COMMON NAILS ® 12" o c BOLTS w/ NUT z z 0 z 4\1) 1 8'-0 THRU 9'-0' 2x4 16" NAILS 0 12" 0 C 2 m STEEL wAs( < 25/32 STRUCTURAL 8d COMMON NAIL OR i i Ge 3 0 C AT EDGES 6 0 C G STAGGER NAILS ® i2 O C 3) Steel tubular sections s all conform to the GALV ROOFING NAIL 1-3/4 LONG AT OTHER BEARING AREAS w ON BOTH SIDES O � 1 -O THRU 14-0 2X6 16 WITH 7/16 HEAD requirements ASTM A500, Gr B, F 46 Ksi , . r GYPSUM SHEATHING I .11 ,-11" THRU 18-6 2x8 16 1/2 ii go 1-1/2 GALVANIZED 4 0C AT EDGES N • • 7/16 HEAD 8 0 C AT OTHER BEARINGS 4) Welding shall conform to the req rements of AWS 1 1 1 -0 THRU 22'-0 2x8 12 5/8 11 go 1-3/4 GALVANIZED 4 0 C AT EDGES for E70 XX electrodes Fillet Wei shall be 3/16" thick • 7/16 HEAD 8 o C AT OTHER BEARINGS • 3 1-3 4• PLY LVL 4 1-3 4- PLY LVL J 0 B NUMBER 2x10 12 (2) 1-3/4 PLY LVL ( ) / ( ) / GYPSUM WALLBOARD o Q minimum, U N O � THE PLATE HEIGHT REPRESENTS THE VERTICAL 1/2 1-3/8 DRYWALL NAIL' 7 OC ON CEILINGS *ik UNINTERRUPTED SPAN LENGTH OF THE STUD Z s 0 C ON WALLS 5/8 1-1/2 DRYWALL NAIL 7 OC ON CEILINGS 5) Anchor bolting for steel/ con ete connections shall IF HORIZON CONTINUOUS BRACE CAPABLE OF 8 0 C ON WALLS It ►t conform to the requirements of STM-A307 bolts I TRANSFEINNG LATERAL LOADS M SHEAR WALLS '14 �t�. L Ti FAL E MEMS R CONNECTION.- DETAIL M _ c PARTICLEBOARD SIDING d i r r q DOES EXIST THEN THE SCHEDULE SHOWN ABOVE 5/16 - 1/2 8d, - H F E N U��3 K , Bolted connections shall con f rm t the requirements ' DOES NOT APPLY 3/4 6 8d4 (� .r- S�� 5 . /1 Q� ,5 of ASTM-A307 bolts 'T r I I