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141 OCEAN GATE DR - ATTACHED DWELLING DWGS CONTACTS DRAWING INDEX PROJECT OWNER: ARCHITECTURAL DRAWINGS BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD A-001 TITLE SHEET AND CONTACT INFORMATION ATLANTIC BEACH, FL 32233 A-101 FIRST FLOOR PLAN AND GENERAL NOTES 904-241 -1222 A-102 SECOND FLOOR PLAN A-103 FOUNDATION PLAN ARCHITECT: A-1 04 ROOF PLAN Beaches JULIANNE N. OVERBY, RA A-105 FIRST FLOOR ELECTRICAL LAYOUT PLAN A-106 SECOND FLOOR ELECTRICAL LAYOUT PLAN H��I� 2452 PULLIAN STREET 200 JACKSONVILLE BCH, FL 32250 A-200 EXTERIOR ELEVATIONS for Hurnan*fty" jnoverby@att-net A-300 WALL SECTIONS AND DETAILS 904-704-8628 ph 141 LEAN GATE DRIVE ( UNIT 'A') A-301 STAIR SECTION AND DETAILS BEACHES HABITAT FOR 145 CERN GATE DRIVE , ( UNIT ' B�) HUMANITY 797 MAYPORT ROAD 149 CEAN GATE DRIVE i ( UNIT 'C ') ATLANTIC BEACH, FL 32233 (904)241-1222 FAX: (904)241-4310 153 CEAN . GATE DRIVE ( UNIT ' D, ARCHITECT: LANTIC BEACH FL 32233 Julianne N. Overby, RA' Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL.AR-0017060.FL.ID-4627 OOMA% 0000%% 0000%k 000ft% QUADPLEX =ADD2BUILDING - TYPE Q in V o 2 STORY, 3 BEDROOM,i' Z Z Z Z N ATTACHED SINGLE FAMILY HbUSES > > > > M Uj w w w um PERMIT SET DATE ISSUED: JULY 20,7-,-. ,0--15 „ ..w - p D D D V Uj Uj Uj Uj Uj IN= 1M= REVIEWED FOR CODE COMPLIANCE Z Z Z Z Z AREA CALCULATION SUMMARY � CITY OFATWNTICBEACH Q REQUIREMENTS AND Wwwwa BUILDINGAREA (A) RE,,,�osr. � . l0 21 %S 0 000 J BUILDI G AREA (B) *��__�._.�.,. �— FIRST FLO R A/C: 565 SQ FT. FIRST OOR A/C: 805 SQ FT. SECOND F OOR A/C: 605 SQ FT. SECON FLOOR A/C: 553 SQ FT. 14* 1q* In TOTAL A/C: 1 ,170 SQ FT. TOTAL C: 1 ,358 SQ FT. ' A��``�'`� �"rt" t � � T, V, GARAGE: /A GARAG : N/A PROJECT TYPE: QUADPLEX-ADD2 FRONT PATIO: 120 SQ FT. FRONT ATIO: 99 SQ FT. *4 0.- &ezv-f 4"A DATE ISSUED: JULY 20, 2015 REAR PATIO: 55 SQ FT. REAR P TIO: 40 SQ FT. RevisioNs: STORAGE: 25 SQ FT. STORA E: 25 SQ FT. BUILDING CODE SUMMARY BUILDINGAREA (C) BUILDI AREA (D) CODE JURISDICTION: DUVAL COUNTY FIRST FLOOR A/C: 805 SQ FT. FIRST LOOR A/C: 565 SQ FT. FLORIDA BUILDING CODE - 5TH EDITION SECOND FLOOR A/C: 553 SQ FT. SECO D FLOOR A/C: 605 SQ FT. OCCUPANCY CLASSIFICATION: R: RESIDENTIAL �'�AjC SHEET TITLE TOTAL A/ 11358 SQ FT. TOTAL C: 11170 SQ FT. � GARAGE: N/A Gaw4 E: Nia TITLE SHEET FRONT PATIO: 99 SQ FT. FRON PATIO: 120 SQ FT. CONSTRUCTION TYPE: TYPE VB (WOOD FRAME) ; ^-. AND REAR PAT O: 40 SQ FT. REAR TIO: 55 SQ FT. SPRINKLED: NO SITE PLAN FIRE DISTRICT: NO STORAGE. 25 SQ FT. STORA E: 25 SQ FT. •. ZONING: RMD-B r ° ZONING CODE: THE PROPOSED STRUCTURE COMPLIES SHEET NUMBER WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING A�OO MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET 1 LOT AREA: * THIS BUILDING IS A TOWNHOME SOLD AS i FEE SIMPLE" UNITS. BUILDING CO PLIES WITH THE SEPARATION REQUIRE ENTS SET FORTH IN FBC (35 BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 2 . 31' * 2004 - 704.4 PERMIT SET ABBREVIATIONS: TES _ - D AC AIRCONDITIONER OHC OVERHEAD CA INETS UC UNDERCOUNTER 1. PROVIDE 4- MI . NO T E F TED O AFF ABOVE FINISHED FLOOR OPNGOPENING VOL VOLUME 2. PROVIDE 1 HR. FIRE SEPARATIO BOTH SIDES PER DESIGN NO. JH/WA 60-09. AHU AIR HANDLER UNIT OPT OPTIONAL WC WATER CLOSET SEE BELOW FOR DETAIL. CH COUNTERTOP HEIGHT R&S CLOTHES ROD AND SHELF WD WOOD SQQ��AQ`C3���F 5'• R REF REFRIGERATORWH WATER HEATER ����� •G� 0`, 1 D R DOOR .,�\ `X� BLOCKING NOTES: DW DISHWASHER SD SMOKE DETEC OR � Q �qS �'0 oxo FLR FLOOR SGD SLIDING GLAS DOOR �1`'Q.��O�' �, �"�O'C''C`r' 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 HB HOSE BIB SH (#) SHELVES (QUANTITY) ���`� ,��� 'p" ;�°i' BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. MC MEDICINE CABINET MIR MIRROR 1t 5� STAIR NOTES: 73 0 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MTL METAL 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) SEPARATION SEPARATION � SEPARATION 3. LANDINGS MADE OF 2x8 16" OC. DECK W/3/4" T&G PLYWOOD GLUED & NAILED WALL WALL + WALL 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) 20-0 16-6 16-6 Q �'O ♦ 20'-011Beaches 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR /TREADS AS MEASURED FROM NOSE OF TREAD. Q C � I WINDOW SIZE NOTE: j A-200 04 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY IN CODE MINIMUM NEW CLEAR 5SF OPENING ON THE Hab tat r '�1�an*lty' WITH FLORIDA BUILD G _ _ _ _ GROUND AND 5.7SF OFT E OND FLOOR. 7r 7 10' D" 6' 6" 6' 6" 10' 0" o I c:) D B EACH ES ' PATIO c� � UTILITY UTILITY �� N PATIO o HABITAT FOR NON-S'Y1±iM MCA"WAWBEAMG WM iL AS"SE?*MY;FULL DESIGN LOAD 3'-6" 2'-5" 4'-8" /2668 8'CLG. I 8'CLG. 2668, 4'-8" 2'-5" 3'-6" � HUMANITY s10 797 MAYPORT ROAD . T .. .. . 2 I co 3052SH I 3052SH 0 ATLANTIC BEACH, FL 32233 TRA H I co EGRESS EGRESS ` M I & C I / I \ I (904) 241-1222 FAX: (904)241-4310 ASH SJI� B I I A/C W) - B DROOM #1 - BEDROOM #1 IW ARCHITECT: O I ti 8'CLG. N I N 8'CLG. _' I0 , 00 N�4'aod Studs:Nominal 2"by sand sawn wood studs located 16"oc,with two tap plates and a single bottom plate, 00 fn r (A 2 r I= Julianne N. Overb RA Q InSulat[oin(Optlonsl)_Glass fiber batt insulation,coaforming to CSA-AIUl Glass Fiber Insulatiox>minimum 0.6lcgticn2_ � 1 " 1n 1 " 1n 1n � 1 � 1 " 1 ��> ed witih�-3i4"cn � sort,Bali; s ed 7" O4-6 4-10 7-2 7-2 4-10 4-6 I 9-0 11 -0y? 3_Gypsum Wallboard,Side A.5/8 Type X gypsum wallboard,oriented vertically and en cup-head gyp spaced or at board edges and in field areas,or 1-112"Type s drrvall scrgzws.spaced 8"oc at board edges and in field areas of boards. m Architectural and Interior Design Gypsum Sheathing,Side B-518"Type X gypsum sheathing fastened-with 1-3/4"long roofing nails spaced 7"oc.Sheathing edge joints shall 1 1'-0" 9'-0" + be staggered from those on opposite sides of the wall. J( 5068 5068 IJ -611Julianne N. Overby, R.A. Fibre-cement Exterior Siding:5116"thick Hard panel vertical siding applied as per manufacturer's imtallation instructions. �\ BI FOLD 1 \BIFOLD /� 2452 Pullian Street I \ CLOSET CLOSET ILL N LL Jacksonville Beach, Florida 32250 I 3068 — — — — I — I N — — — — — 3068 I� 904-704-8628 1 PATIO 2 = R8�S R&S fr- z PATIO Email: jnoverby@att.net IFL.AR 0017060.FL.ID-4621 N A-300 w I _ o MI ATH ' OOM ROR o IN N �,,,� IW I � � 11 1 �� I1 I N cop � 8'C G. 8' LG. '� cop OJ N 00 ' ■. 6-4 3-10 9-10 0 co " I z TRASH & A/C V co LL- = 2 tO Zo 42 VAN I = M u- �. 31 \ 51_41 CD W m VANITY d' 31_211 I 3,_211 4,_611 °° IW 5'-411 , 3.011 -1 TRASH T AS H & A/C �I 41-611 I� c� �. 0 1 PRE-FAB I PRE-FABZN M —� ` ZZZ O I HOWE p _ _ N UTILITY ` _ I :d. l..w \\ 00 3 X3 'd 7 X3 'd / I 1 0 _ / UTILITY 00D M 8'CLG. \ r 00 N I M CL R CL R I _ 0 31068 / 3068 `' o - s'CLG. �■ro �,.�� \ >� REF I U , U I REF M "= 6 0 W W W 2X6 WALL 1 o PANTRY ' PAN RY o I li r - 2X6 LU WALL u- - 8'CLG. = U = 8'CL 9_4 - > rn -1 E A � W co o 1 FEF I = U I REF d- e p _j X v R F -1 III>_ cp H R = Zo N p LO � 0 N 10 I = 1 N T_ co OJ n p cV OZ = S , E D 7 d cn m co � I � m -' gl-2" I O I 8'-6" icy IT m COaI mac") i _ m cn 37 8% 0 V WOOD FRAME CONSTRUCTION EAR a I , CLEA 0 CODE COMPLIANT WINDOW INSTALLATION METHOD (F5C-8703.5) A-200 KITCHEN KI EN W W W Q WEATHER RESITIvE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. 1 _ 2' 411 3068 8'CLG. I I '�-` '3068 3'-2" W W FLASHING APPLIED OYM THE FACE OF THE MOUNTING FLANGE. I O U 0 KITCHEN o U I s CL©," ` - STEPS ' X / I= , to 8'CLG. Ln , ' = I o QN WATER SHEDDING FASHION, SECTIONA = N o , I KITCHEN I STARTIWa AT THE BASE OF + WINDOW JAM to M BATHROOM o I 1 0 _ o I O oFO BATHROOM M ch QQ CIOTHE WALL 4 WORKING TOWARDS Q DWI 8 CLG. i D _, o LO DTHE TOP,INSTALL THE WRB N CO 1 � IU UI , ---- I (0 ` CV TO THE FACE of THE 8 CLG. � W � W 1 cV 8 CLG. SI4EATHNG. ®SEALANT BEAD W = _ O 0 A 200 — ®APPLY SILL FLASHING(4orw) BEHNO OJNT — — — — — — HVAC 1 > tL� - 10 I 01 - > LL, HVAC — — — — — — Z Z Z Z APPLY BEAD�SEALANT AT BACK OF WINDOW I I H O N D O O 1 O O p�A l N O ' FLANGE TO HEAD 4 BOTH V 11 Z JAMBS.APPLY A SEAL THE WINDOW FRAME TO OPENING. _ 7$ LG. I L 2X6 WALL 7-8 G. _ DISCONTINUOUS BEAD TO . GLAZING N WH 41_21 ,_011 21_611 WH — — — — — — — — — — — ' ' H 2'-6" 7'-4" 4' 2" WH W BOTTOM FLANGE LEAVING APPLY A) NOM.DIA.TO THE BACKSIDE (Z)Y"GAPS. UIMTH ANY PRE or THE WINDOW HOLES OR s LOTS. _ ———— — HAZARDOUS H AC HVIF W W W ®SET WINDOW USING PAN HEAD HAATI N o = _ _ _ _ _ = I 00 o V V V V J SCREWS TO FACILITATE FLASHING LO W o 1_ n 1 " 1 1/ 1 1' 1 " 1 n 1 1 1 n 1 Li INSPECTION. MECH � w J I 4 2 4-2 5-8 21-61' 12-6 6-0 41-2' 3-10 �e r V V I L4 1 71Z 71Z 71Z � w � MECH ®JAMB FLASHING W-1 BEAD BETWEEN ®APPLY JAMB FLASHNCs APPLY CONT.SEAL TO THE MOUNTING FLANGES AT FLASHING AND MOUNTING FLANGE. 7'-8'CLG. o > L 0 > LL 7'-8'CLG. O APPLY BEAD OF SEALANT THE TOP(HEAD)AND SIDES(JAMBS)OF WINDOW. 04 -n _ _ 04 � — ®AT HEAD EMBED JAMB FLASHINGIN PLACE. AAS14MGGOEs OVER ETAND ALANNT FASTEN O m N I N p CO ! M APPLY HEAD FLASHING ®r : _ = GREAT ROOM $ to 8 GREAT ROOM REMOVE PREVIOUSLY APPLIED STORAGE 8 CLG. 8 CLG. STORAGE TAPE,ALLOWING WRB TO LAY _ 7 7 I - r FLAT OVER HEAD FLASHING. o VAR ES VARIES 0 APPLY NEW SHEATHING TAPE I I 1 OVER DIAGONAL CUT-SEE 1_ 11 1_ 11 _ 6 6 _ 1 11 V,0�1 IACsRAM. aT HEADS N 4 2 2 N 5 _j ( 57 AY'CO „ 1.� 5 = _NSTRUCTIt) 2-6 0 o J a PER SECT ---� Q I o - N PROJECT TYPE: QUADPLEX-ADD2 ® ' 8 to 4 1 1 a U SH EAS �Q C Q U I Z 4 � 8 7 0 3 -3: 0 OF �OR1QABU 3: 0 I 3 -1 7 DATE ISSUED: SEPTEMBER 21, 2015 0 FLASHING AT HEAD EXTENDS 1" 6 `N , Q o -1 ¢ O I , N 6 y / BEYOND JAMB FLASHING. .J 2 I I I 2 5 J a 5 �C� REVISIONS: �' Q U 1 a _ a 1 Q v I I 'QO Q10-12-15 PERMIT COMMENT REVISIONS ' o �HEADFLASHING 4 I 1 GREAT ROOM GREAT ROOM _ � o I 4 9�p 1P 1 SEALANT i i I EMBED BOTTOM OF THE HEADFLASHWx AGAINST THE PRE'AOUSLY O APPLIED SEALANT(FLASHING GOES 3 1 Q O 8'cLG. , s'cLG. N Q 0 3 ti Q10-19-15 PERMIT COMMENT REVISIONS OVER SEALANT).EXTEND HEAD 1 � O CN O I 2 © FLASHING BEYOND EACH JAMB 2 f` 2 FLASHNII FASTEN N PLACE. ' N A ®JAMB FLASHING. _ EXTEND JAMS FLASHMG TO // \ I J = 2 _ OVERLAP SILL FLASHING. TUCK TOP U) N \ ` 00 _ �, 00 N OF JAMB FLASHING UNDER THE FLAP I N I �' 100 10 ," '' I ,�' SEALANT _ co \ -�' A-300 O b _1 __ d. �fi O OF WPM AT THE HEAD.SEE DIAGRAM. � , ' N °' , 2852SH 2852 H r I 2852SH 2852SH C%4 SHEET TITLE .'. SILL FLASHING © N N _FASTENERS FIRST -"-S SHIM AND ADJUST WINDOW TO ACHIEVE Sc�UARE, ® I PLfB'IB,AND LEVEL CONDITION. USE coRROSioN 1_211 41_011 31_211 61_11 0\ 2 / / 31_211 41.011 61_211 O � WINNDOW MANUFACTURER FASTEN WINDOWS PER Cp \ I 9" if I TE 2 `"' ` ' A 300 �/ � SEE NOTE 2 0 , I R I WEATHER RESISTANT M SEE NOTE - F L O C3 R AN II i BARRIER -WIM 2 3 1 HR. FIREW l� _ / M I 1 HR. FIREWALL f ASAI49 O'Ap,A L,AL.QTLY RAISE THE 1+_pal BOTH SIDES 2852 852SH �, I BOTH SIDES 1'_p" ► TOP EDGE OF THE BARRIER UP AND TAPE THE _ A-301 A-301 r f TOP CORNERS AND CENTER TO THE EXTERIOR 0 - �� i�SURFACE ABOVE. 2852SH 52S � 0 `' I'' 1 2 INTERIOR Y(EW ❑-� ��� F-F 21_ ,1 41_011 31_211 1_81 61_811 31_211 41_011 2/_811 Ia, rEI� �� N GENERAL NOTES ' TOP LEFT CORNER OF WINDOW J L J L J Q L_J L J L 1 1'-0" SEE NOTE 2 1'_0" 10'-0" 10'-011 1 HR. FIREWALL 10'-0" 10'-0" o FRONT PORCH FRONT PORCH �? SHE UMBER BOTH SIDES NOTES: co r-I r r I r -ico co 1. flashing to be flexible self-adhesive type(min.4"wide) OJ 2 ❑J �-� sill pan flashing 1 " 1 11 1 11 1 ii \ surface 2. covet'sill to at least depth of window,plus 2"onto face of wrtsloped - 1 -0 1 -0 _ 1 -0 1 -0(optional) g, > n shall direct water to the exterior over sill flashing sill plate 4. Install flashing around remaining window unit If 5. weather resistive barrier to form water shedding laps UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D' gdi. Aro see note#2 N t��o�IN weather resistive SILL PAN FLASHING o�qT o�,� M� ' on barrier NTS (opt Iona I) A �Q wall sheathing FIFST FLOOR PLAN- PE I TT 2 0 MIS A-101 SCALE 114" = 1'-011 A-200 ' Prepared by 504F First Coast Chapter 9-11-2013 � � E I GENERAL NOTES: ABBREVIATIONS: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER R&S CLOTHES ROD AND SHELF AFF ABOVE FINISHED FLOOR REF REFRIGERATOR AHU AIR HANDLER UNIT SD SMOKE DETE TOR BLOCKING NOTES: CH COUNTERTOP HEIGHT SGD SLIDING GLA S DOOR 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 DR DOOR SH (#) SHELVES (Q ANTITY) BLOCKING TO BE LOCATED AT 36" CENTERED ABOVE FINISHED FLOOR. DW DISHWASHER UC UNDERCOUN ER FLR FLOOR VOL VOLUME STAIR NOTES: HB HOSE BIB WC WATER CLOSET 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET WD WOOD 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MIR MIRROR WH WATER HEAT R 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MTL METAL 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) OHC OVERHEAD CABINETS73'-011 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS OPNGOPENING MEASURED FROM NOSE OF TREAD. OPT OPTIONAL 11 SEPARATION , „ SEPARATION , „ SEPARATION , „ 16'-6" - - Beaches 20 O WALL WALL 16 6 WALL 20 O WINDOW SIZE NOTE: 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH IN N THE GROUND AND I I F OPENING O I NEW CLEAR 5S O MINIMUMN C FLORIDA BUILDING CODE ............... 5.7SF OF THE SECOND FLOOR. forHu ng I ads ' BEACHES �.0`��0�`'S. HABITAT FOR I X055 c\A; �� �• ©� HUMANITY x 797 MAYPORT ROAD SRd' �\x' `'���� 16 , ATLANTIC BEACH FL 32233 4p (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA ' Architectural and Interior Design I I Julianne N. Overby, R.A. 2452 Pullian Street Florida 32250 Beach, Flo ' a ..................................... ............................................................................ I I ...................................... .......... ............................................... .......... ... .... Jacksonville e Q 904-704-8628 6'-6" 6'-10" 6'-8" 6'-6" 3'-6 6'-6" 6'-6" 3'-6'' 6'-6" 6'-8" :6'-10" 6'-6" Email: jnoverby@att.net FL.AR-0017060.FL.ID-4621 �� ^ �� I ----- M 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH M EGRESS EGRESS !� I „ EGRESS 11 EGRESS EGRESS EGRESS 111 EGRESS EGRESS '� N 9 10 101-2" 3� 13-4 131-411 3112' 10-2 9-10 N BEDROOM #2 BEDROOM #1 I _: 2 0o BEDROOM #3 to I o = 8'CLG. 8'CLG. = I cn BEDROOM l J = BEDROOM # I ad co J o , o o � OOM #3 Co BEDROOM #2 = W W W U) 8'CLG. 8'CLG. I w p ' W p I 8'CLG. + 8'CLG. m —" L an W) — L0 — L0 > > > > N I I °0 I 00 I N 3'-10" _ 3'-10„ I 3'-1 011 3'-1011 V//% - STT o W W Q 068 �0 �j 068 \ l 3 �� ��T 306 _ W W (�T I w - - - � - - - - IOLD co I _ _ - �� �° M R&S — — - R&S — — R&S "4 f— — R W &S QaQa I ATTIC I ' �AM CS �A IC� - N I ATTIC � N � _ow ACCESS 11 V ? ACCES � 1 I ACCESS i o I I o IAC ESS � � � c=n N — .3068 I cQ —� ccoo I I I o = — 30fi8 �— 31_41 (� 3'-10'1 31811 21_011 61_811 / _ ' 1113 1 CD 15LO 0 LO 0 10�4113 _ 6'-8" 2'-0" 3'-8" 3'-10" "' 3'-4" � Z Z Z /� Q " Im 0 z GL/'1LING INL/2 / 12 4f%1 A 11 ,_ „ 1_ 113 IN I N I _ m 1 11 12 _ 1 - �� - I = = 68 40 I 15 Q HAZARDOUS - 15 .-. LOCATION 14 BATHROOM I I v BATHROOM 14 W W W W Q _ 8'CLG. 1 2 p I co = 8'CLG. I J 13 _ 9 m I ch --- -- - M I m 9 1 13 V V V 12 vl o o - 8 ( m 3068 3068 m l 8 0 0 l� 12 y0 0 0 0 11 10 m 0 7 o N // I \ N o 7 I Cal0 m 10 �'Q'QQ r• M p _, VERIFY I 6 I (D JOS CD CD O I fi VERIFY o I me me Ln 9 I _ �''� CTUB R.O. 5 s I � M I �- 5 TUB R.O. N I 9 y t r 8 1 4 "� I BATH RO I TH ROOM °° 14 I 8 r 7 coo 3 I 8'CLG. 8'C LG. I 3 \ c00o 7 CD 6 I �o _ , , 0� 1 6 PROJECT TYPE: QUADPLEX-ADD2 °r° 5 I co _j I o VERIFY VERIFY o `"' p I 5 . 4Cn Cn c D \� TUB R.O. TUB R.O. �/ ��� o o I 4 DATE ISSUED. JULY 20, 2015 3 ( m MASTER , �' I MASTER 00 1 3 REVISIONS: 2 I BEDROOM BEDROOM I 2 91-411 11 1 11 1 11 /1 1 1i 1 11 8'CLG. - -6 - � 8 3-6 9-4 I 8'CLG. o CLOSET CLOSET � o I I I � 0 8'CLG. I� 8'CLG. O = _ �I N _ d� _ l 06 ots I Cd I N m I � 1 BEDROOM #3 0 co o l I o o = BEDROOM #2 `r' I I �- - - - - - 8'CLG. CA ,� U_ I 10L 8'CLG. - - - - - � I R&S m l I m I R&S 3 52S 3052SH I 3052SH 3052S 6'"8" EGRESS WINDOWS o I I EGRESS WINDOWS 6'-8" SHEET TITLE 1 I cc yz - co I -1 zX6 WALL b h d ALL I t I (N I'll SECOND 30 2SH 3052SH __L EGRESS WINDOWS 30 2 H 3052SH ! FLOOR EGRESS WINDOWS s ok PLAN i 'ci 4 10'-0" 3'-6" 6'-6" 6'-6" 3'-6" 6'-6" 6'-6" 3'-6" 6'-6" 6'-6" 3'-6" 10'-0" C � 20'-0" 16'-6" 16'-6" 20'-0" ySHEET NUMBER UNIT 'A UNIT 'B' UNIT 'C' UNIT 'D' STA�pAY GC�NS ! B S�CT1nN SHALL 8E AS FEBUILDING CODE .•. r ', OF„ �, ,pRtpA 8 . . r y' ' 1 SECOND FLOOR PLAN ! Hab . _ �3 PERMIT A-102 SC LE: 1/4" = 1'_011 SET I j i SLAB NOTES: LEGEND: 1. DRAWING ELEVATIONS BASED ON TOP OF GROUND FINISHED FLOOR SLAB DATUM -4° INDICATES A STEP-DOWN OR RECESS IN EL. 0'-0". SEE PLANS FOR SURVEYED NORTH AMERICAN VERTICAL DATUM FINISHED CONCRETE SLAB W/ MINIMUM DISTANCE FLOOR ELEVATIONS. DENOTED 2. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING INDICATES SLOPED CONCRETE SLAB @ 118" PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SLOPE PER FOOT (MIN) VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. 3. 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. (TYPICAL) Cr SEPARATION Ct SEPARATION CL SEPARATION 4. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS WALL WALL WALL ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB @ ALL LOCATIONS. 209- " 16'-6" 16'-6" 20'-0" BeachesI 5. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY i VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE CONDITIONS. / 2 /2 I 6. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE1 1 16 52 16 52 It for Hu anit . FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS 1 1 H b t t Y2 Y2 NOTE: _____ BEACHES ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF = r EQUAL EQUAL r 6'-6" 6'-6" r EQUAL EQUAL HABITAT FOR CD TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. = = n Ir HUMANITY w cn U) w 797 MAYPORT ROAD r _ ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 I SLOPE SLOPE ! I I I ARCHITECT: O N I I I I I I N M I I I I I I c I I I I I i Julianne N. Overby, RA 11'-0" I { ' I 1 11'-0" Architectural and Interior Design Y2 Y2 Julianne N. Overby, R.A. " ' or 2452 Pullian Street i Jacksonville Beach, Florida 32250 ` J 1 \' I I 1/ � ----------- ' 3#_611 ( 1 3-6�� 904-704-8628 i Email: jnoverby@att.net I I I I I I ! I FL.AR-0017060,o FL.ID-4621 8'-11 y2Y2 " %2" 8'-11/2" I 1 Io � 000,111% 001""1111% N I v) I 11 I 111 N 00I D :Di I I oo a Q I I l a I I a l --- I ! V . 1 --- --- -- IIw I I wII ' w , I I I I II w ! I M I 1 I a Q I- �. IX 1 0 �'') 1 I I I I I I I"� o I z N IT �, 11Q 1 1 Q11 � Z Z Z _ / 110 I 1 0ll _ _ N r -- rj t r \ to I I o i I � I WWW — I I I z 1 I z ( I I I W um 10 I I 01 I 10 I 1 1 I > I App I I I w 1 1 wl ' ' z� I D V 1 I I o o I I O /,4 I 1 1 > I ' > ' ! ! p 1 a i ° I 1 10 I I � W° I 1 I �' �` I W W W 1 W I - x7,_ I m I �' � �, I Qaaa (D CD CD 0 Z Z z � � �� i Z 1 1 aaaaz I g I I I \ I I ! 1 'ED I I I Uj LU Uj W a I x I I V V V V_ Q O I I �1 ' I I I = O O ~ C) I I t'��, ' 1 I � a M co r LCA (7) M V V Ln 1 + 0 I I I I I I + ,_0" VM 1 r r r 1 0 I I I I 0 1 I I FINISHED I I I � ( I I FINISHED I FLOOR I I I ( I I FLOOR I PROJECT TYPE: QUADPLEX-ADD2 I NAVD FFE = 14.96 +0'-011 1 1 I I ( ' 1 NAVD FFE = 14.96 1 DATE ISSUED: JULY 20, 2015 I I II � { +0 0 I i I FINISHED I I FINISHED I I I REVISIONS: I I I FLOOR I FLOOR I I I NAVD FFE = 14.96 1 I NAVD FFE = 14.96 I I I I I I S I I I I I I I 1 I I I I I I I 1 I ! I I I I I I I SHEET TITLE FOUNDATION N I 1 1 N w ' L__________________J 1 w o.� PLAN a- -0-112 1 -01-1/21 L-----------------J - -1 J CO N -1 ell ❑ ❑ w -0'-112" Ak -01-1/291 ww ❑ ❑ ❑ Nj 0n- 1 o v) SHEET NUMBER ❑ ❑ ❑ � ❑ EXPANSION MT. �� �� Y2" EXPANSION MT. Y2" 1 EXPANSION MT. 1 EXPANSION MT. � 191-. 111 161_511 16,_5" 19'-1111on ` 11 ,* r l UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D' 2 FOUNDATION PLANPERMIT � I - A-103 SCALE: 1/4M = 1'-0" a SET WA4 FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16" OSB OVER (PROVIDE ADDITIONAL 15# FELT LAYER @ 2:12 SLOPE ROOF) PRE-ENGINEERED ROOF TRUSSES - SEE STRUCTURAL 12 INSULATION BAFFLES BETWEEN EACH TRUSS ROOF SLOPE HURRICANE CLIP @ EACH TRUSS VARIES - SEE STRUCTURAL DRAWINGS S ROOF LAN Beaches LATEE TRUCTURAL F 1" DENSEGLASS EXTERIOR GO EGUARD CL SEPARATION CL SEPARATION CL SEPARATION � (1) LAYER 0 WALL WALL WALL ATTACHED PERPENDICULAR TO UNDER OF TRUSS TAILS ITH 17/8" 6d COATED NAILS A O.C. OR 13/4"TYPE 'S' RYWALL SCREWS AT 12" O.C. for Hu anix EXTEND E SEPERATION THROUGH EAVES AT EXTEND FIRE FIRE- ED WALLS SEE PLAN FOR(6) LOCATIONS SEPARATION MET RIP EDGE OVERM AL - - -- - - -- -- - - - -- -- - -- - - -- -- BEACHES WRAPPED 2x6 FASCIA R-30 MIN. BLOWN-IN HABITAT F O R �� INSULATION � � �— p VENTED VINYL SOFFIT _4 Typ � HUMANITY INSTALLED PER „ 1 Hab tat 1/2 GYPSUM WALL BOARD. MUD �j MANUFACTURERS SPEC. - - -- - - - -- - — — — -- - - - - - -- - - — 797 MAYPORT ROAD AND TAPE ALL JOINTS AND — — 2 ATLANTIC BEACH, FL 32233 VINYL "F" CHANNEL FASTENER HOLES. SAND ALL J 2 (904) 241-1222 FAX: (904)241-4310 TT INSULATION SURFACES FLUSH. 12 R-19BA S 12 w w U. � 3 ILL w w o 3 ARCHITECT: HURRICANE ROD SYSTEM I co SEE STRUCTURAL DRAWINGS Julianne N. Overby, RA A SOFFIT DETAIL Architectural and Interior Design A-102 SCALE: 3/4 – 11-011 Julianne N. Overby, R.A. FIB GLASS FIBERGLASS 2452 Pullian Street _ A HALT ASPHALT r — —— — — —— —— —— — — -, Jacksonville Beach, Florida 32250 I SHI GLES SHIN LES I I I 904-704-8628 WI Email: jnoverby@att.net 0 I I FL.AR-0017060.FL.ID-4621 N EXTEN FIRE METAL ROOF �1 N M METAL ROOF EXTEN FIRE SEPARA N BELOW M BELOW SEPA TION Z Z Z N — ----------- ----- - -- - -- -- - - - - - - - - -- - -- - — - ------ ------------ D = N T I %�w `..i ILU NO PENETRATIONS , NO PE ETRATIONS NO PENETRATIONS I LU w U I WITHIN 4.0"OF THE WITHIN 4'-0 OF THE WITHIN 4'-0"OF THE 2 HR. FIREWALL 2 HR. IREWALL 2 HR. FIREWALL I > > > > 11L Q LU W WLU W ~ FIBERGLASS I � MQ Q Q 1 ASPHALT 0 0 CD (a) SHINGLES I � 1 ZZZZI— I4'-0" 4'-0" F 48 OFF 4'-0" 4'-0" 4,_0„ 4,_0„ - I Q Q Q Z 4 OF Q II RIDGE VENT W W RIDQE VENT Q (M) z I ,mow UL >I 0 o o 0 I U_ > RIDGE ��� U_ W I Q a-- o bo 12 I !— La Cid M 12 CD 4 ( d' d' MT L0 4 I r r r r I C14 N I I 1 I � I PROJECT TYPE: QUADPLEX-ADD2 I `r DATE ISSUED: SEPTEMBER 21, 2015 I ' FIBERGLAS 1 REVISIONS: I I ASPHALT SHINGLES &10-12-15 PERMIT COMMENT REVISIONS I Q10-19-15 PERMIT COMMENT REVISIONS I ' I I 12 12 I 4 4 i � I I I ( SHEET TITLE F BERGLASS FIBERGLASS I ASPHALT ASPHALT - - -- - - - - - - - -- - _ ROOF — - - -- - - -- - - - - - -- - - HINGLES SHINGLES I PLAN I - - ---- - -- - I cv METAL ROOF METAL ROOF c� ( BELOW EXTEND FI �— BELOW 74, RATI SEPAO -- - - -- - - -- - - -- - - -- - - -- - — — — —— — — EXTEND FIRE II EXTEND FIRE SEPARATION I SEPARATION SHEE MBER N METAL ROOF 11 BELOW METAL ROOF - - - -- - -- - - -- - - -- - I r BELOW f 'v 1 f; UNITSUNIT 'C' UNIT 'D' U N IT A EENGINEERED - TIONS 1 v _. �� } SPECIFICAPERMIT 2 ROOF PLAN o� A-104 SCALE: 1/4 = 1'-0" \ SET i ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. ELECTRICAL LEGEND 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 110 VOLT DUPLEX OUTLET-WALL OUNTED 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED 110 VOLT DUPLEX OUTLET-WEATFIER PROOF FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 4�1110V DUPLEX-GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. 110V DUPLEX-AFCI OUTLET 220 VOLT OUTLET-WALL MOUNTE ► TELEPHONE OUTLET THIS °Ra asp �jnr�p IS -be- SWITCH �OCUMT OF THE NOTRER Ty�REF'� S Pp tAk 2? * Beaches SWITCH-THREE WAY FOR Cp E�COMPMIS IVOr _ C�, ��E;� � bl't. a-� PUSH BUTTON SWITCH ® DOOR BELL CHIMES I I 0-+ CABLE TELEVISION OUTLET for u. ni ty'i -{��- LIGHT FIXTURE-CEILING MOUNTE C 20 XHHW AL LIGHT FIXTURE-WALL MOUNTED - ' BEACHES �'' ' � SMOKE DETECTOR-CEILING MOU TED F11 � ❑ HABITAT FORHUMANITY 150 AMP PANEL a' SMOKE DETECTOR-WALL MOUNTED , J 797 MAYPORT ROAD ® EXHAUST FAN _ ATLANTIC BEACH, FL 32233 ELECTRICAL METER __— AND 150 AMP BREAKER �\ �-- �'� �� ,� (904) 241-1222 FAX: (904)241-4310 � v ELECTRIC PANEL t- Q° 3" CONDUIT, RUN TO POLE QUICK DISCONNECT n ;0 t� m ! y m m ARCHITECT: ' A , A v A � EXTERIOR WALL ELECTRICAL SERVICE RISER � �" m / o D M FLOOD LIGHTS- DUAL HEAD z X L T LIG9T Z "' Julianne N. Overby, RA � � 1'x4' FLUORESCENT � (PREWIR ) � IRE FAN) r Architectural and Interior Design CEILING MOUNTED LIGHT FIXTURE Julianne N. Overby, R.A. �/ Q/ 2452 Pullian Street Jacksonville Beach, Florida 32250 / ► 904-704-8628 i \ Email: jnoverby@att.net Tom V L0 �---i /\ /N\ FL.AR-0017060•FL.ID-4621 \ z z z N ` i/ ! > » > N t l — � M � .__ , �. ,�� , ,/ WWW J _ _ ( / o W � um w z > > > > Y ° — o - �_ - _-- W a J I W D ;° M ,, I _ - I � Ir0 o 0 o v I mo ,}}, \ Ca J z � _ I I WWWW aaa a r IPC (9 0 u d , - ZZZF- I �� j ' 1 � �� I EF �� � o / / w I , I I �L__ __4 I I I ( � � Q Q Q Z q T .101 - HVAC - - - - - - - W W W W Q - - - -� - - HVA o I I Eo V - _ _ - _ 0000 H HV C WH WH 4 / PROJECT TYPE: QUADPLEX-ADD2 DATE ISSUED: JULY 20, 2015 O � REVISIONS: LIGHT I 0 0 I LIGHT (PREWIRE FAN) I I ti (PREWIRE FAN) r I r LIGHT LIGHT (PREWIRE FAN) (PREWIRE FAN) i i I i TO LIGHT ' TO LIGHT I i ABOVE ABOVE i r SHEET TITLE I r \ � / � � T GHT /TO T FIRST F AB E \ \ / � � ABOVE - \ h ELECTRICAL r / , LAYOUT 00 PLAN �L \ SHEET NUMBER L❑J L❑❑J rff L❑J L�J L❑J L❑J IL_j l-❑-1 L❑J UNIT 'A! UNIT 'B' UNIT 'C' UNIT 'D' PRWDE CFC1 AND ARC f FAULT PROTECTION Ag � PERMIT 1 FIRST FLOOR ELECTRICAL LAYOUT PLAN REQUIRED 13Y - �. . f A-105 SCALE: 1/4" = V-0" .. SET ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. ELECTRICAL LEGEND 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. Z& 110 VOLT DUPLEX OUTLET-WALL MOUNTS 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED 110 VOLT DUPLEX OUTLET-WEATHER PROOF FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 110V DUPLEX-GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18„ ABOVE FINISHED FLOOR. 110V DUPLEX-AFCI OUTLET 220 VOLT OUTLET-WALL MOUNTED ► TELEPHONE OUTLET +9- SWITCH Beaches -64 SWITCH-THREE WAY � 1 a--� PUSH BUTTON SWITCH 1 ® DOOR BELL CHIMES aforHuni0--iO � CABLETELEVISION OUTLET - LIGHT FIXTURE-CEILING MOUNTED T � BEACHES LIGHT FIXTURE-WALL MOUNTED l 20 XHHW AL .:::...... i.... _ _ ....... R -- HABITAT FOR I i O SMOKE DETECTOR-CEILING MOUNTED ' HUMANITY Q-� SMOKE DETECTOR-WALL MOUNTED 150 AMP PANEL � 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 EXHAUST FAN i ELECTRICAL METER (904) 241-1222 FAX: (904)241-4310 AND 150 AMP BREAKER v ELECTRIC PANEL i ARCHITECT: 3” CONDUIT, RUN TO POLE QUICK DISCONNECT EXTERIOR WALL ELECTRICAL SERVICE RISER ER � FLOOD LIGHTS - DUAL HEAD *n its Julianne N. Overby, RA a 1'x4' FLUORESCENT A$PgR7.or Np 1S Nor Architectural and Interior Design CEILING MOUNTED LIGHT CUMENT PE ALAN p eQY1 'd Julianne N. Overby, R.A. FIXTURE F H REFpRE!T ER F$C.Fj, J Street452 Pullian Y� OR CODE CAMP Np'r R 2acksonville Beach Florida 32250 NC��t J 904-704-8628 Email: jnoverby@att.net FL.AR-0017060.FL.ID-4621 p'?o4i° ^ ^ � PAUL-rp Gfi°,aN ammo �o ° ... .... ..: . . v� �°ey r�°'� sARC M 04 - - - CV Z Z Z Z > > > > N ---------- --------------- ------------ -------- J - ------------ ------------ -- Li W W W W ip 0 LL > >> > 0­4 �_o 0­4 �__o w 2 2 2 LIGHT I LIGHT LIGHT/� I LIGki -,- �LIGHT� C� Hab t t �LIGHT� I :. /� P IR AN I (P IR N) PP� I PAN) (PPR I FLAN) ( ) (PRE FAN) Q op .11(PRE FAN) ( I � WWW W �i UJI Ci I 5 Q 4): Q - - _ - - - Z Z Z z 14o// - - - - F_ - - - W W W W Q � - � F_ 7 I I � - _ I I V V V V 0 �,_q 0 0 0 0 010 Q o - M � I ► - �' d' Tr) , r r r 1 0 1 ITC WITC ( W I TO ` I BELO TO �' SLOW WITCH SWITC I , 1 I PROJECT TYPE. QUADPLEX ADD2 � + EL W L WIT { ,TN + DATE ISSUED: JULY 20, 2015 REVISIONS: 110 I o , � I SHEET TITLE SECOND FLOOR LL_ LIGHT I LIGHT ELECTRICAL (PREWIRE FAN) 1 I � I I (PREWIRE FAN) ► p LAYOUT 4% PLAN . F � HEET NUMBER UNIT 'A' UNIT 'B' UNIT C UNIT D 2 FLOOR ELECTRICAL LAYOUT PLAN �w� � PERMIT SEC ND SCALE: 1/4" V-0" A-106 SET 1 i { .; II Beaches b... 1tat ATTACH 2" METAL C–CHANNEL TO TOP OF m OSB SHEATHING, USE FIRE–TREATED for Hu., 0'1*t.y GYPSUM LINER PANEL I CLPLYWOOD WHEN AT A MINIMUM SEPARATION WALL DISTANCE OF 4' FROM FIRE WALL BEACHES PRE–ENGINEERED X-- — —' WOOD ROOF TRUSSES - 263 W HABITAT FOR FIRE RESISTANCE RATINGS ANSI/UL Xa HUMANITY r Design No. U336 � 797 MAYPORT ROAD ROOF PENETRATIONS1.00 December 06, 1996 NOTE: NOR Exposed to fire from separation wall side only Q ATLANTIC BEACH, FL 32233 WITHIN 4'-0" OF FIRE WALL Nonbearing Wall Rating – 2 Hr Z (904) 241-1222 FAX: (904)241-4310 7= Finish Rating 120 Min ALIGN TRUSSES WITH INSIDE EDGE OF FRAME WALL _ 111* 6 3 A • SEPARATION WALL: (Max Height 44 ft) " ARCHITECT: CONTINUE GYPSUM WALL 1. Floor, Intermediate or Top Wall – 2" wide channel shaped with 1" long legs BOARD TO ROOF DECK NOTCHED `' R-30 BLOWN form from No. 25 MSG galv steel, secured with suitable fasteners spaced 24" 1 R.�AROUND WOOD TRUSS MEMBERS. CELLULOSE O.C. JUhanne N. Overby, APPLY IN COATING AT INSULATION 2. Metal Studs – Steel members formed from No. 25 MSG gals steel having - : . •}•• •� ��- � > -\• f •' _`'- Architectural and Interior Design ALL PENETRATIONS. f "H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 1-3/8" ''" ." "`" ' Julianne N. Overby, R.A. 3. Gypsum Board* – Two layers of 1" thick gypsum wallboard liner panels, LA J Y' ." supplied in nom 24" widths. Vertical edges of panels friction fitted into "H" 2452 Pullian Street " , shaped studs. 2 4 5 Jacksonville Beach, Florida 32250 1/2" GYPSUM WALL 904-704-8628 BOARD CANADIAN GYPSUM COMPANY – Type SLX. ..., Email: jnoverby@att.net FL.AR-0017060•FL.ID4621 UNITED STATES GYPSUM COMPANY – Type SLX. .063" USG ALUMINUM ANGLE CLIPS "THERMARBER" INSULATION ACED AS REQUIRED SP 2 ^ ^_ _ TED WALL: (Bearing or Nonbearing Wall ' :�( m V p ' FIRE BLOCKING AS REQUIRED PROTECTED ( 9 9 ) .• 4. Wood Studs – Nom 2" by 4" max spacing 24" O.C. Studs cross braced at 6 x (2) LAYERS 1 USG GYPSUM mid–height where necessary for clip attachment. Min 3/4" separation between 6 M LINER PANEL wood framing and fire separation wall. : — — 5. Gypsum Board Classified or Unclassified Min 1/2 thick, 4 –0 wide, R11/19 FIBERGLASS ••' f Z N " " r vertically. Wallboard attached to studs w 1-1 4" Z Z Z BATT INSULATION 1 (3/4 MINIMUM) AIR SPACE applied either horizontally o y / / N long steel drywall nails spaces 8" O.C. Vertical joints located over studs. 1/ " GYPSUM WALL BOARD OVER 2 (Optional) Joints covered with paper tape and joint compound. Nail heads '� 2" G # covered with joint compound. S 16" O.C. 5 : 5 W LLI W J SPF WOOD STUD 6. Attachment Clips – Aluminum angle, 0.063" thick, 2" wide with, 2" and W (�L 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and - > f with Type "W" screws 1-1/4" long to wood framing through holes, provided in 2" METAL H–CHANNEL clip. " " : P 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space 1 3 4 MIN AIRSPACE Q Q Q " t METAL ANGLE – SPACE AS REQUIRED » " 0 23/32 T&G PLYWOOD SUBFLOORING GLUED AND clips a mas of 10'-0" O.C. vertically between wood framing and H studs. 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. Space W W W W SCREWED OVER PRE–ENGINEERED t 2x SILL PLATE W WOOD FLOOR TRUSSES clips as described in Item 6A for upper 24'-0". Remaining wall area below F � F 1 M requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H" SECTI 0N A-AQaaa ••.. studs. *Bearing the UL Classification Mark ° Z Z Z Z Fm a < < < z SEE NA ENGftiED W W W W Q PRE–ENGINEERED WOOD FLOOR TRUSSS V V0 V0 V0 "1 :. CIFI SEE STRUCTURAL DRAWINGS r F 0Q t� TOM L0 M M 20 Zl . x ••• 1/2" GYPSUM WALL BOARD PROJECT TYPE: QUADPLEX-ADD2 2x6 STUD WALL @ 24" O.C. DATE ISSUED: JULY 20, 2015 • 1/2" GYPSUM WALL W/ R-19 INSULATION REVISIONS: 1211 BOARD OVER 2x #2 SPF .063" USG ALUMINUM ANGLE CLIPS WOOD STUDS 0 16" O.C. NON-COMBUSTIBLE SIDING OR – SPACED AS REQUIRED ' { 1/2 GYPSUM WALL BOARD R11 FIBERGLASS BATT " STUCCO OVER APPROVED ' INSULATION �� " 2x4 STUD WALL @ 24 O.C. HOUSE WRAP VAPOR BARRIER ATTACH 2 METAL CHANNEL TO CONCRETE SLAB W/ 'PASLODE' 1" (3/4" MINIMUM) W/ R-13 INSULATION FIRE RETARDANT OR EQUIVALENT ANCHORS ® 24 AIR SPACE O.C. MAXIMUM Y » PLYWOOD SHEATHING. EXTENDED (2) LAYERS 1 USG SHEET TITLE • GYPSUM LINER PANEL _ - 4'-0" HORIZIONTAL DISTANCE BOTH CV 2x SILL PLATE W/ ' OF SE_PA R_ATION WALL- T- SIDES OF FIREWALL FOAM SILL SEAL WALL .. .. . ........:.........................: .. 2" USG 'C' RUNNER SECTIONS R 2" USG 'H' STUD a 2X6 STUD WALL @ 24" O.C. AND I d e � W/ R-19 INSULATION A* a• a (2) 1�� USG GYPSUM LINER PANEL o DETAILS =e o .° a a' (SEE SECTION THROUGH CONCRETE GRADE BEAM SEPARATION WALL) SHEET NUMBER CL (SEE FOUNDATION PLAN) SEPARATION WALL A 1 WALL SECTION- 2 PLAN DETAIL N„ _ �OO SCALE: N.T.S. "`? �A-3000SCALE: 1 e. I PERMIT • _ SET STAIR NOTES: 1. STAIR DETAILS PROVIDED FOR DESIGN INTENT. 2. SEE STRUCTURAL SHEETS FOR STAIR FOUNDATION, STRUCTURAL CONNECTIONS AND ATTACHMENT TO STRUCTURAL MEMBERS. 3. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. 4. PROVIDE WOOD BLOCKING IN WALL AS NECESSARY TO SUPPORT RAILS AND RAIL SUPPORTS. i FIBERGLASS ASPHALT SHINGLE I ROOFING OVER 30# FELT OVER 7/16 OSB OVER (PROVIDE ADDITIONAL 15# FELT Beaches LAYER @ 2: 12 SLOPE ROOF) PRE-ENGINEERED ROOF TRUSSES 12 SEE STRUCTURAL BLOWN-IN CELLULOSE & INSULATION ROOF SLOPE VARIES H TRUSS or u an*lty' BAFFLES BETWEEN EACH SEE ROOF P LAN HURRICANE CLIP @ EACH TRUSS I SEE STRUCTURAL DRAWINGS BEACHES I HABITAT FOR (2) 2x PLATES - SEE HUMANITY STRUCTURAL T 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904)241-1222 FAX: (904)241-4310 METAL DRIP EDGE OVER METAL ARCHITECT: WRAPPED 2x6 FASCIA Julianne N. Overby, RA I VENTED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. R-30 MIN. Architectural and Interior Design BLOWN-IN Julianne N. Overby,RA. VINYL F CHANNELINSULATION 2452 Pullian Street 5/4 x 6 FIBER CEMENT FREIZE Jacksonville Beach, Florida 32250 / BOARD 1 2" GYPSUM WALL i / 904-704-8628 I R- 19 BATT I N S U LAT I O N BOARD. MUD AND Email: jnoverby@att.net TAPE ALL JOINTS ._ 0017060' -ID-4621 HURRICANE ROD SYSTEM - SEE AND FASTENER STRUCTURAL DRAWINGS HOLES. SAND ALL 7/16" OSB OVER 2x STUDS - SURFACES FLUSH. 1„ amt� o SEE STRUCTURAL DRAWINGS ! M M VERTICAL SIDING 23/32 T&G PLYWOODZ WW W Z Z Z N N (BOARD & BATTEN LOOK) SUBFLOORING GLUED AND Q M = M N N TO BE INSTALLED PER SCREWED OVER PRE-ENGINEERED � 10�� M In MANUFACTURE'S SPECIFICATION WOOD FLOOR TRUSSES LU W W Wum UM 'J J DAMP PROOF BARRIER LAP zz OVER FLASHING & SHIM P.T. 5/4 x 8 In 0 o V V CONTINUOUS TRIM 4 STAIR DETAIL a a _ A-301 SCALE: 3/4.� - 1'-011 WF.. W W STUCCO: INSTALLATION MUST CONFORM TO FBC-R703 6 a aaam m OR HARDI STUCCO PANEL 0 0 V V INSTALLED PER MANUFACTURER'S ZZ Z Z RECOMMENDATIONS Q Q Q z Z � a W W W W a a I 2x SILL PLATE 112 GYPSUM V V V V J J WALL BOARDE�IGINEE�EI� SEI- o000 a a c+� REINFORCED SP CIFICATIONS � CONCRETE SLAB & FOUNDATION - r T" T" T' SEE STRUCTURAL E 2x PRESSURE TREATED PLATE DRAWINGS IR11101 III UK H H IN If H V M VM MR NMI I IM V UK NMI IRV KIM IN INV H N VV IV I VV IN III HUM H UP 11 RM H UK V If x I U if V H If It x il if 11M H 11 HE il 11101 UK HyNx H It k IIH If H IIH HH11 if HN IIH MR PROJECT TYPE: QUADPLEX-ADD2 OVER FOAM SILL SEAL - SEE _ STRUCTURAL DRAWINGS FOR DATE ISSUED: JULY 20, 2015 6 MIL VAPOR MASTER ANCHORAGEBARRIER OVER BEDROOM / REVISIONS: t CLEAN, CLOSET / EXTEND HOUSE WRAP BELOW FINISH COMPACTED AND 8'cLG. / FLOOR. SECURE WITH STARTER TERMITE TREATED / STRIP SOIL FINISHED FLOOR FINISHED GRADE O M w6ka, kN 314" 1 O SHEET TITLE 2052 �•���� �� STAIR SECTION S-1 DOOR o TO AND �~ ��� °'• `` ` / IJiJTILITN DETAILS AH UNIT _ ::.::..... N — INTERIOR STORAGE N `�� �•�� ` ��� ``� th (CONDITIONED) M 4 4'-6" O SHEET NUMBER PARTIAL WAL O� A-301 W/ WOOD CAP CI 1 2 STAID SECTION 3 GREAT ROOM SECTION '0` WALL SECTION A-301 SCALE: 1" = V-0" AT SEPARATION WALL A-301 SCALE: 1/4" = 1'-01' A-301 SCALE: 1/4" = 1'-0" PERMIT � 1 7 ` f cSET K r 4 6, l � I �; I �.. . I I � I � I � : I ;, I .. I I ,- . I t . . I . �. 1. . I � '' I * I . * . . I . ,V. � . I . . i, . . � � I � . I.,� I I I . I . ., I. I 1 ..4 . �. 16 . � ,1 . I I I . I .. � . � I I ,� 1. I .; I �. I I . THI9 DOCUMENT, ALOATO WITH _:�( �' - ' ' SPECIFICATIONS: (continued) I � A$$OCIATED DOCUUENT,5, I$ _##� GENERAL NOTES.- , . I. I I EZ AN IM5TRUMENT OF ,. 11 : . � � 1% . I . 11 I I I P; . OTHER FRAMING . . " 1511 ENCINEER'$ ,5ERVICE FOR 1.All notes,drawings,deta,'k1s,tables,ree6iences and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or I I CODES & DESIGN STANDARDS: DESIGN LOADS: THE EXCLUP51 VE U$E A T THE . I � � � / "- .1 /.- //,/- . c . . . I ///*/.-///_/_. .// /�� ,",./ -� - -��/ I I .�_;�// 4 . service contributor prior to-hitiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be . . . , /_/./_,�'////��;�,��; I .I .. / 11/// /// ./. ./ . .. ;�.//�-�_///,� .. PROJECT TITLED HEREIN. � . . . /// X/�X . 1, /, /, , //. , .1 � ., ./ /. .1 I I-All structural(dimensional/solid-sawn)framing members,except as noted or specified otherwise,shall be#2 SYP lumber w/maximum 19%moisture content. /./,///�I ./,//.1'.,//,�-//', . _�,��,/,�//";/2//�/�-,/�/ / /. I furnished by those persons.,Ind/or entiti $with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a Florida Building Code-Residential 2014 � ML _ / ,L-1 I 14 INFORMATION DERIVED FROM .., - it ROOFS //�. �-.' /// ./ - thorough knowledge of apoicable cons*uction and safety practices required to execute a design such as the one depicted herein. Florida Building Code 2014(as applicable) LIVE LOAD 20#/sf � - /// THIPS DOCUMENT, ANDIOR . I . . _ .VIP � I . 2.All engineered wood beams shall be Trus Joist/1-Level/Weyerh euser brand Microllam LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in ��;�Z/. 5.��, /./.. . I .. . I . / . ///X/, A$,50CIATED DOCUMENTS', MAY a 1, I 4 . DEAD LOAD/SHINGLES 7#/sf ,// //. /�//� V.. .. // ' ", accordance with the manufacturer's specifications,instructions and directions. //. ZONE"1" .,. "I//./ //./, NOT BE U;5ED FOR OTHER . . I . 2.These engineering docut,,ents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 ASCE 7-10 DEAD LOAD/TILE 20#/sf // / /I /. I /I // I . - . /�/ //� ;/, ,�/.­ . . '. �, - WORK(S) OR PROJECT(S) . I. . /./ - '! NDS-05 DURATION FACTOR 1.25 . . /.1/ . and 1610 of the Florida Bu�difig Code,and/or Sections R301.1 (excluding"flood"design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 ,/,/ I ., / ./ . ./ . / //., 3.All engineered wood posts or columns shall be Trus Joist/1-Level/Weyerhaeuser brand TimberStrand LSL 13E or Parallam PSL 1.8E solid members,as specified,or // � . .. /.' '//. , /�,/, . , X- /// WITHOUT THE EXPRE,5$ along with Tables R301.5,�001.6 and RIP1.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing the necessary analysis, TPI 1-07 FLOORS /// ,,'/' - . - I / . equivalent,except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built-up or pieced together to form � ,//. ,-/.,- ... /./,/,/./-1: � I ,/,., 11;/ WRITTEN PERMIl�ION OF THE drawings,details and speci-.,'-,ications coninfonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the ACI 318-05 LIVE LOAD 40#/sf Z /// �/1. ** '/ /' /_.,//�*/�./�-�,///'�' . F-9­pMoffelffe"'. , '. '. I ,, , the specified dimensions;they must be solid,one-piece members. Post or columns specified within these construction documents as dimensionallsolid-sawn members- I //I .- 3 , ..I/ /�, ..F, �,//.� el I R // �,//./.-/�,-/./,�,, . ,/ 0/./.'�-,�/// /;� /.1- , - . /;��. . .X ;/// = ' aforementioned sections of4he code and qpecifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additio�ially,the VvrFCM-01 I DEAD LOAD 12#/sf(Incltiding C1n'g Below) 'n - / . �,/ ,</. . / . REV1DENZrEaWRRPffMV1V y i.e.4x4,4x6,6x6,etc.-may be replaced by a similar-sized(e.g.a 5.25"x 5.25"EWP in lieu of a 6x6 SYP)engineered wood post without additional analysis or � �, W4 '/"%'/./V/*`�//,/// �� ./��. I engineer's scope of work s cifically excWdes engineering functions delegated to others[i.e.roof and/or floor truss design,engineered wood products design(except EWP . ././ , �.//��, ..,.,/,/ ,/;��.�' DURATION FACTOR 1.00 . 0 ///�� V/,'/ ��,// M . ;;� , WA 8 //. /, ��,�' . . ;"./ -// ., . documentation required by the engineer. I I , / I 1. . /.< t . � // N // /.. /. specified herein),etc.]as ',11 as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including drainage),etc. And, � DESIGN CRITERIA: I CEILINGS/ATTICS I ..... /;�,� , �//, f - ­ / /I I .//./ I I ///; /I . / . I / � - the engineer's scope of wor c specifically..excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety;moisture LIVE LOAD/NO STORAGE 1 0#/sf(Non-concurrent) X / / .. %_. , 4.All nailing shall be with"common"nails,except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by . ,,�// //'./�/­/ / � ZONE I //./. - - - . I 'ir resistance;iesistance to wood destroying organisms("WDO");fire-resistance;energy efficiency,etc. The engineer further warrants that the //., , / 2 _ ,�,/ I protection,infiltration and/: BUILDING TYPE ENCLOSED LIVE LOAD w/STORAGE 20#/sf(Concurrent) ­ ///, //, ,/_�/��/`` ,Z/,/ / ..I. I '//./ . . the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place ofnails // ;.'/ � '/ .1 / structure depicted within tW se documents,'to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections ofthe code and makes . /11 - .�, /./.-// . . 11. '/ I "#' BASIC WIND SPEED 130 mph(3 sec.gust) DEAD LOAD 5#/sf /�;,// ,.,// "I ,., 3 - .,.///., I /. I . / I or screws. -//`,,,�,//-�, ,�/., '/. //. /.. 1�.. ... ,./,/" no other claims,warrantieOr guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address I . EXPSOUIRE CATEGORY C WIND .- " ,- '/. , .. , - . ."% I � I//X/�/ � , . / I. , // elements beyond the specif;c confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shalt be � . . // . . . .////// /' . I BUILDING CATEGORY 11 LOADING PER TABLES ./'�///��/�'Z/,��//-- V. // . , � . �5.All engineered components,including roof trusses,floor trusses,1-joist,etc.,shall be installed in accordance with the manufacturers specifications,instructions and � ,/.. . / /Z/ '../. I.". ��.��//'///��, 4 - responsibility of the appror,,riate entity:-i..q.owner,architect,contractor,and/or building official,individually and collectively-to design,account for or otherwise verify as . I DURATION FACTOR 1.60 . . . I . INTERNAL PRESSURE Coef, +0.18/-0.18 ./ -1- I 11 E . ___ --- I I . . , . . I directions. '.I I'll. /<; : 111, / I I . .. . .,� - . / � I . , appropriate for the intende�,purpose. SIESMIC N/A / . 1. .. ,I I/ -� ,�/,/.. .. I I . . The I _. ;`1 . I I., /,./��/ . /,/",. , ! t. 6.All sheathing shall be either APA-or TECO-rated,Eposure 1,P 3 1/PS2(Structural I rated sheathing NOT required except when specifically identified as such). . / . . ­� ... .I I '� . , 1 3.The structure depicted NN11,4thih these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding or the as.sociated effects Sheathing may be either OSB or plywood,unless specified as one )r the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly � . I - �� I CASTILLO thereof It is the responsib....ity of others ' i.e.owner,architect,contractor,site developer and/or building official,individually and collectively-to establish the minimum blocked. Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing 7/16"thick when supports are spaced at greaterthan 16"o/c. � � GABLE � ZONE 1"-CORNER appropriate building elevat'm for the s4bject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevadlon less than � ; ' Use of"ply clips"or similar edge support is required at unsupporled panel edges of roof sheathing less than 23/32"thick when supporting tile roofs. Use of"ply clips" I . ��z ZONE(S),TYPICAL .,,, .. the minimum prescribed b)IFEM.A.ai prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering md approved or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roofand wall I I Group , �' c' by the local controlling autl�ority. Furtheirmore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone � .",j, A Floflda Corporation - _F .'..--,-1,.T*�','�`,, , sheathing shall not be less than 7/16"thick. Floor sheathing shall not be ess than 23/32"thick,with all panel edges supported(tongue&grove or blocked). Some I ZONE"I"-INTERIOR ZONE(S) I ':.,.," A,',-,.". .. 1, I .-�.:"-...._,�_'. "V"unless these engineeriq"�,-documents specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. I ROOF PLANNIEW -1 ".., I I I I design loads require thicker panels;see sheathing specifications for specific minimum panel thicknesses,required span ratings and fastening information. � I Designers _ . �i - I. . ! ... -1 4 * ,. 1 71 Engineers 1:11, 4.The design(s)depicted NN!"Ithin these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced . F7// ZONE"T'-END/EDGE ZONE(S) ."",;. , � 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA( www.apawood.org recommends the use of either 15/32"thick,32/16 span-rated L�j �r.�;I....Y -11:1 herein)as interpreted and e�,,,'iforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within the design(s) .; "ET' DIMENSION: 655o Roosevelt Blvd. ',.O.. �,,....z . sheathing(Exposure 1,PS I/PS2) or 7/16"thick,24/16 span-rated Structural I rated sheathing when the sheathing is installed with a vertical orientation(long axis � I I ,..0..A!.I'll I . ;,�� or documents,nor of any irbonsistencies between the design(s)and documents and the applicable laws,codes,et al. However,should any portion ofthese engineering - Jacksonville,FIL.32244 ._.� _.jj­_­ 1.! I I . . parallel to the studs)on the wall(see Technical Bulletin TB-202 fo-additional information).The discretion to enforce the aforementioned recommendation is at the sole ** 51-311 ** M ZONE-3"-COMER ZONE(S) I documents be found to incl4de an error or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to � � � . (904)772-6ioo ,� ' discretion of the local Building Official.Do NOT use sheathing thi t does not conform to the aforementioned recommendation unless you have FIRST verified the I FL CoA NO.29015 the client-unless the error,'Ibt omission 4tose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer i I � for the additional services p'trovided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the suitability of the nonconforming materials with the Building Offici il having jurisdiction over the project. Failure to do so may result in the need to significantly enhance I I " I . I the construction of the exterior walls. I. I I engineering documents or 64dendum'therd'to. � I . . � . ­ I . I I � I � I I I I � I li . 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordance with the manufacturer's specifications,instructions and � . . . I I �:) 5.These engineering docum e.iised one-time-only,and only at the specific site or location identified herein. The design(s)depicted herein may notbe used to . . . I I� , directions. Alternates to the specified Sim son connectors may be used,provided that the alternate connectors meet or exceed the specifications of the connector(s) I execute(a)subsequent stru6ture(s)or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. I p I I I I . I C/� I W � specified and have appropriate roduct approval and installation in;tructions and directions. \ I . I . . � I I . P I I 11�1 . C:8 . 1 6.Use of these documentsi' I I . Ix '. . I . � Z ,,pr,any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. \�, / . \ // 4-� -) I I . � I 1�� �/ I . .?� I .. I FOUNDATIONS,CONCRETE&MASONRY � 1\ /, 4., U 0 A 7.Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. - � I . � I 9�, F...4 '� I --' 1.The foundation design(s)depicted within these engineering documents has been completed in accordance with recognized standards,recommended soil design I . 8.Any discrepancies between these engineering documents and the architectural drawings,site plan,survey and/or other data or inforination shall be reported-to the I �_� parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s)depicted herein . P-.4 = engineer before the comme'ncement of wristruction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during I is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. it must I / construction,construction sh6uLd cease until such time as the discrepancies have been resolved. I be recognized that the . "I I I . . . foundation components will experience movement throughout the useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of I I / ,. I /�� U� . I I // 1 9.These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations the soil conditions present and be advised to maintain good practic'.1 in the future with respect to surface and subsurface drainage,mainten Ce,the construction of . I I � 1 7 I/ 0 1, . _ and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information partitions above floor slabs,finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future I 11, � I </ .!. I // . U or for claims arising'from the use thereof I performance. I . I I I I I..1 _r_ �� " % I . : . � I I /I . 1 2.The foundation design(s)depicted within these engineering documents has/bave been prepared based on a relatively flat,well drained building site featuring I . I I I .� I 1/`/"/-"7- ", �\ 0 V) I 0.Unless specifically depictecLwithin tfies'e engineering documents,the engineer has not been made aware of nor accounted for other components,elements or systems I . 11 \N � . / X I I � exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load(at-rest pressure)of6O#/sfper foot ofdepth . ,/ I , U �:) that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. � . , X I I , `/ , 771777777�, � . I with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and I � I I/, -�.,,/ F7777 � . .. . il� - I . . I the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additional direction. � I I 1 �P.4 0 .. I 1.These engineering dociA'-.'nents shoUld,never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall . I . . �, I � I framing shall not be assumed based upor.tihe"scaled"wall width depicted on these or any other drawings,or based upon notes or references included in the architectural � . I �� drawings. . 1. � 3.Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor � . 1��' . . .1 .. I I . P-� -,� . 11 � 1,V2, 1 system above or otherwise properly braced or shored to prevent dainage to the wall. I � I � � I I . I . _1 I I I I - 12.These engineering doc4,'l­n6n1s includb specific information of a structural nature-i.e.the size,grade,species,quantity,strength,etc.ofheaders,beams,columns,posts, . . I .-.-. . � U ' 4.Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#/sfsoil bearing capacity. . _. studs,joists,rafters,sheath%g,Tootings,ileinforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be shown on the . I I .-- I �_� �� In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the satisfaction of the Building Official. I I associated architectural dra,�Vir�gs. A4ditionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded or enhanced, � � I I I .... ... W I W...1 within reason,at the discre',ion of the us "without additional review or analysis by the engineer,unless specifically prohibited by the engineer. . I � . . � �_� ,.I ; I IF" � . .� 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated � I . � FLOOR PLANNIEW �� C., U 'i,- 4 1 1 1 4� W , 13.These engineering docdr, ents includ�multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using column or wall,unless indicated otherwise. � I . � 1) . . . I ZONE-4--INTERIOR ZONE(S) C\ . the documents for any purp.3se."If(a)O,age(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible docurnents before I I . � "ET' DINMNSION: I 1:1 � W P., . " � . 6.The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of tho 10 steps,jogs and elevation � - . proceeding with intended us e.. .. I changes indicated or otherwise known to the engineer have been dc picted within these engineering documents,it is understood.that.some of these items may change . I E727. U� � . . . I ZONE"5"-END/EDGE ZONE(S) I �6 4 4.1 � ** 51-3t' ** //�+/ . �l '. during actual construction. The design(s)depicted herein can only address the proper foundation configuration as specifically depicted herein and could require I I I C% 14.It is the intent of the eiit`in&er that-the structure depicted within these engineering documents be executed in conformance with all requirements ofthe aut�,orities having additional analysis and effort should field revisions merit. I . . I - > C) C'n ' jurisdiction over the constr"cti6n ancVor crccupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for the means and . I � I ("� 1 41- W methods of constructing th��structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and I . ,f 7.Extreme care should be used throughout the construction proces., to prevent the movement of retaining and/or foundation walls until the completion ofthe structural � . MAX. ON-CENTER STUD SPACING (in INCHES) standards. Under no circurAstance shall these engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been 1 r-­� E-1 4 I system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to adequately shore I I I approved,and c)(an)appm1priate permif(�)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ies)or their designee(s). I I ! END-ZONEANTERIOR ZONE: . r.) I , 0 Furthermore,all constructW,n arising from,the design(s)depicted within these engineering documents shall be inspected as required by the authority(ies)responsible for the the walls throughout the construction process to maintain the integrity of the design(s). I I . I ,,, I . . � � 30/C FLEXIBLE FINISHES (NOTSTUggO � issuance of any permit(s)a.'�!d shall pass.each required inspection before the construction progresses further. No Certificate of Occupancy(or similar statement of . . WIND I I rr� Z anic matti-.r beneath the planned structure location,as well as for an additional five feet or more beyond the ! Mn.Rf.Ht. <30' : - completion)shall be issueclifor the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise used for any purpose,until such 8.The building site shall be cleared of all top soil and org �. I I FINISH FLEX. 2x4 2x6 2x8 2x10 W time as the authority(ies)h'...,ving jurisdictt'on over the construction and/or occupancy of said structure have confirmed the structure is safe,sound and in corp-Aliance with all perimeter thereof Unless otherwise indicated,all footings and flat concrete shall bear upon non-organic,undisturbed soils compacted to a density ofnot less than 95% 1 . PLATE HEIGHT #2 SPF P..� E �-4 � 1 #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP 0 applicable laws,rules,cod(I's,etc.,and consistent with the drawings,details,tables,references and specifications depicted within these engineering docurne'nts.,. of Modified Proctor Maximum Dry Density(ASTM D1557)for a depth of not less than two feet(24 inches)below the bottom of the footing or slab;Or,upon clean � (NOMINAL) . I I � I � . I il � I I . . GW-,GP-,SW-,and/or SP-class fills with any organic materials re oved. Fill,as required,shall be placed atop non-organic,undisturbed svils(with the compaction I COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLI-, � 8'' 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 1 ­.- . I-_, � . I.1� co�*On I e '�.proper thereof verified as previously referenced)and added in one foot(1', inch)lifts and each lift shall be compacted to a density of not less than 95%of Modified Proctor ' 91 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24"- I � 411, (= 9 15.It is the sole responsibi�,':ty of the confr4ctor(s)and labor contributors executing the design(s)depicted within these engineering documents to d th Maximum Dry Density(ASTM D1557). These minimum specifici,tions may be exceeded or superseded by either a geotechnical engineering report specific to the I WIND 130/C ROOFS (an values negative-i.e."UPLIFT") WALLS(incl.Window*&, Doors) erection procedures and se6bences required to insure the safety of those providing the labor and materials necessary to execute the designs s insure the soundness PITCH >6/12 1 I_ 10, 12"/16" 12"/16" , 24"/24" 24",'24" 24"/24" 24"/24" 24"/24" (= ..160&�_,_ 11 i_04_ ­ . "t a ' Ma.Rf.Ht. - 15' END ZONES IN-rV-RIO ZONES Qm� -.;. t1___1_11M11__1kA1 I ­ - 00 building site or at the direction of the Building Official,as deemed necessary to achieve the minimum required(2,000#/sf)soil bearing capacity,but in no case shall the ZONE"311 ZONE"T@ ZONE"I" OVERHANG OVERHANG Ill 10"/12" 10"/12" 24"/24" 24"/24" 24'/24" 24"/241f 24"/24" r__-� of the structure and its sub-,tlements an&6r components throughout the construction procAns. P"MI&V%arst i 0- - keocont'r'actor(s)and labor . I � , . insil.A.) CORNERS END/EDGE INTERIOR CORNER INTERIOR 7RE-GATI - contributors to provide appt-opriate and adequate temporary bracing necessary to maintain a safe plumb and level structure duripg site be prepared to a lesser degree than that which is outlined herein. AREA( NEGATIVE POSITIVE VE POSITIVE 12' 6"/8" 8"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" !0 .ipg ie construction process,until such time I . I <10 -25.85 -25.85 -22.10 -37.46 -37.64 -29.60 22.10 -23.92, 22.10 14' N.P. N.P. 12"/16" 24"/24" 2411/2411 241f/2411 2411/24" Z W as all of the structural elem6ts and compdhents depicted within these documents are properly installed,inspected and approved. Bracing shown throughout these I U� 1, I I - Pk�a � 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"nominal thickness in any instance.)and be placed atop � 20 -24.73 -24.73 1 -20.98 1 -36.34 -36.34 -27.72 21.17 -23.04. 21.17 16' N.P. I N.P. 12"/16" 16"/16" 1 16"/24" 24"/24" 2411/2411 engineering documents is ,rmanent brii�pg and should not be confused with or substituted for the aforementioned temporary bracing. -23.23 1-19.48 1 -24.91 19.67 -21.54 19.67 18.5' N.P. N.P. 811/8" 8"/1211 12fl/12t' 2411/2411 2411/24" Q� �� I . (minimum)6mil polyethylene(visqueen)barrier installed in accor�ance with applicable codes and standards. Slabs shall be reinforced with either 6x6 WI AxI.4 50 -23.23 1____ -34.84 1 -34.84 .<� �� C% il . I � I I _____F 18.73 ,.� , " 11 i WWM,lapped not less than 8"at edges/ends,in conformance with ASTM A-1 85,or Fiber-Mesh reinforcement shall be used with minimum 2"fiber length at a rate of I >100 -22.10 -22.10 1 -18.36 1 -33.72 1 -33.72 -23.04 _ -20.66 1 18.73 " 4 16.Yet-to-be-installed builtli I materials.r.such as gypsum board("drywall")and roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within � . 1 19.5' N.P. N.P. 811/8" 8"/81f 8"/12" 24"/24" 24"/24 :�*119 lb.per cubic yard of concrete,complying with ASTM C-I 1 16. 1 1 1 1 20.5' N.P. N.P. 611/8-0 811/811 810/801 1611/2401 2411/2419 W W these engineering docume6ts shall be eveihy distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads ofthe U W W , ?f W 16 ,floor or roof;Unless indicao.'ed otherwise.)y'ithin these documents,40#/sf for floors and 20#/sf for roofs. I 10.Minimum compressive strength of all concrete used for foundations,slabs,etc.shall be 2,500psi at 28 days. 1 21.5' 1 N.P. N.P. 1 611/611 611/811 811/811 1 1611/16" 2411/2411 E...sl 1. . I 6 I � L_ 22.5' 1 N.P. , .P. I N.P. , 611/ " 61-/811 1 16'71 6" 1 2401/2401 1 17.All materials specified,�rithi.n these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions I I 1.Where indicated,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength ofnot less . I I lt�, 0 P-.4 Z provided by the manufactuf�er,or"as othetwise indicated by the code or associated product approval document. I I! I I . I ill I than 3,000psi at 28 days. � . 6N U� C/� I . I . I I . I i .� . I . I F-sl P I I I � P4 18.These engineering doc*,nents have been pre ared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associated . � I MAX. ON-CENTER STUD SPACING (in INCHES) iss� M p 12.Reinforcement shall be detailed in accordance with ACI 315,D-.tailing Manual. Minimum concrete cover for all reinforcing shall be as follows: . . � I I � � standards and design methd)dologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards and methodologies are 11 I I = kn �:) W '. a)Concrete cast against earth: 3 .1 I � END-ZONEYPINTERIOR ZONE: routinely updated and/or sW plemented,t9e engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and . 1% . I . . I � . I r--q p b)Formed concrete exposed to earth or weather: I V? I I .I WIND 130/c BRITTLE FINISHES. (STUCCO,etal) 4 > enforcement agency(and si!tbsequently used for construction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective 3 ff � I - 0 date of the edition of the code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall be returned to the c)Interior slabs,walls,etc.: /4 1 1 1 1 1 1 1 Mn.Rf.Ht. <30' 1 C\ 0 engineer,who may subsequently be coniacted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,standards and/or � "I I � I I . - FINISH BRIT. 2x4 2x6 . _�- -2x8 2xI0 * � cj� I I PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 S S #2 SYP methodologies. In no case$hall these documents be used for permitting or construction more than one(1)year after their date of original issue. 13.All reinforcement shall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60(G60). All longitudinal I� �, (NOMINAL) PF #2 YP #2 SYP C� I % I . . i . I I (horizontal)reinforcing in walls and footings shall be continuous allaround comers and intersections,and/or matching comer bars shall be used. All longitudinal I I� 81 161/1611 1611/24" 24"/24" 24-1/24" 24"/24" 24"/24" 24"/24" qtt 1 �-4 � .P I . (horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall be � 9. 19.Engineering documents such as thes6 depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme LECEND - 1211/1611 1211/16" 24"/24" 24"/24" 2411/2411 24"/24" 24"/24" r...� ,,!� . - care and code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/or conflicts. lapped at splices a minimum of 25". 1 1 1 - . 1; 10, 10"/12" , 10"/12" 24"/241f 2411/2411 24-1/24" 2411/2411 2411/24" 1 1 1 1 _. W V\ 9 However,the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability ofthe � 14.ALL concrete operations-including but not limited to mix desi gn,mixing,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done . (2)2x10-2/3 HEADER/BEAM CALL-OUT I . 24"/24" 1 engineer to foresee every potdnfial conflict,ambiguity, inaccuracy or oversight during the"paper"phase,opportunities do exist for the design to require additional effort � �� kn :� 1 121 N.P. N.P. 18'1/20" 2211/26" 2411/2411 24172401 24'1/24" . �:) I in accordance with the requirements and application of ACI 301 "S.)ecifications for Structural Concrete." . I . ' qt:t �- once construction has commenced. This,�.c'ombined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as . I � . 40 16* 14' N.P. N.P. 81f/121t 1211/1211 1211/16". 24'1/24" 24"/24" P F.....i , . -charges"for errors or omissions contained within the design(s)depicted herein. I NUMBER OF KING-STUDS EACH SIDE OF OPENING � - -1/811 1 811/1211 1611/2401 24'1/24" depicted herein,causes the engineer to bebnable to accept"back I I NUMBER OF JACK-STUDS EACH SIDE OF OPENING I � 161 N.P. N.P. 6tt/811 8 U r--� � . . .1. ; .�,' I � 15.All masonry work shall be in accordance with ACI 530/ASCE�/TMS 402 Masonry Building Code. � I X U I , . I � � I � I SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) N 18.5' N.P. I N.P. N.P. N.P. 6"/61' 12"/16" 24'1/24-1 �� 20.These engineering doc�n�eia*s and tli�- esigns and ideas expressed herein are an instrument of service and remain the physical and intellectual property ofthe engineer. I . . NUMBER OF PLIES IN HEADER 19.5' N.P. N.P. N.P. N.P. 5'f/61' 12"/12" 2411/2411 1.,t� V, �:) For cause,upon notice,the'Wocuments shjube returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elements contained 16.Concrete masonry units shall be ASTM C90-75,Hollow Load- 3earing Concrete Masonry Units,Type 1,Grade N-1,normal weight,with a minimum compressive I I � � 1 20.5' N.P. N.P. N.P. N.P. 1/24-0 1 r---q 0 . . N.P. 8"/12" 16' �%11 I strength of 2,000psi(f in= 1,500psi). I I . . I I 1 P4 herein are prohibited witho' t the.expressed written consent of the engineer. ALL EXTERIOR HEADERS 1 (2)2x6-1/2 JUNLESS NOTED OTHERWISE I F 21.5' N.P. N.P. N.P. N.P. N.P. 811/810 1611/16" W 't,-t �-4 1 r,:. 4- . I � � I I � I I -. I I I � I, . 4 I I I C I I L_22.5' N.P. , N.P. .P. I N.P. N.P. 811/8" 1611/16" 1 2 1.These engineering docilmelits have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used . 17.Mortar shall onform to ASTM C270 and be Type S. 1. I ALL INTERIOR HEADERS �2)2x6-1/1 kWLESS NOTED OTHERWISE I r--1 4-si C/� W * I . � . I it I resources reasonably available to him,baso,d upon the information relayed by the client,to deten-nine the appropriate wind speed and exposure forthe specific site or I I . I . I I . I . EXTERIOR STUDS SPACED AT GREATER THAN 16 o/c SHALL 6 18.Grout,when specified,shall conform to ASTM C-476,with a ff inimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of b een 8" . . I - I I . � I I I I . I location of the constructiofqd*6�fcted hereiri. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind sDped maps I . . BE SHEATHED WITH MINIMUM 12"6"NOMINAL)SHEATHING , � . - 11w 1. I . 1 32 V I . and I V. . I I I � I I I WITH VERTICAL APPLICATIONS&STUCCO FINISHES. DESIGN MEB � Alit � . . I published by the local cont i tg authority,and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the t I � I . I I I � � . " "' - . I I . DRAFT MEB i wind speed,exposure and('ther;dasign crithria shown herein to be correct and code-compliant prior to approving these documents and authorizing construction from them. 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specified differently on the drawings. I . � � 0 1 1 1 The engineer shall not be lQi64.fpr any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. I I . . I I ,. MAXIMUM ON-CENTER STUD SPACING IS 16"WHEN USING 11 I by the client(or others),or.1'or tKe accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. I . I I "RSDII IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES THI'� THICK WALL SHEATHING. . � � 11 I I SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE 9 I � . . I . 1 I i 6 I 1 20.Provide horizontal joint reinforcing in CMU walls at 16"o/c vet tically conforming to ASTM A82 and ASTM Al 67 Type 304. � � I � I SCALE N.T.S. i I . . � I I I I '' . I I ( )INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER . STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6"OR 811 . I' ' ." � I I DATE SPECIFICATIONS" . I ,.. I I i MAY BE DOUBLED AND SPACED AT 12"OR 16"ON-CENTER, 8.18.2015 1 A . STEEL I. I I . I I- I RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED . 14, WOOD FRAME WALLS �4 � ... � . I � ! I TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. JOB NO. f5-f6O - I . 0, � 1.Steel elements shall be detailed,fabricated and erected in accordance with AISC"Specification for the Design,Fabrication and Erection of Structural Steel I I I - . . I . I 1.Unless otherwise spe' ., . s,vertical wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-framed")when Buildings,"9th edition. . � . . I I cifV Ily indicateo within these document � . . FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MASONJY CONNECTOR SCHEDULE I I � fully-braced by an intersec?"n sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system"and should notbe . I I I I I I I . ! � . I ASTM 3 LOCA i Project Engineer: used to support platform fr��m' ing unless sp,ecifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continuous and 2.Structural steel shall be ASTM A36,except as noted below: . CLIP,TIE FASTENERS NAILS/SCREWS TO HARDWARFJ I 71IOM,-EXT1)40NO FOUNDATIONS BX17PISTBM-WALL FOUNDATIONS CMU WALL TIB=-BEAM/LINTEL . orSTRAP or NAILS FRAMING MEMBERS CONNECTOR (SAE 018) -4 uninterrupted between poir�'�',s of lateral support. a)Pipe ASTM A53,Type E or S,grade B I I ATR DIA .JIM EMBED MIX EMBED MIN EDGE MIN EMBED MIN/MAX EDGI'MIN EMBED I B'DON DI$T M ?-, I . b)Tube ASTM A500 I H2.5 (5)9d PER END (12)16d ABU44,-66 518" 1 ju.­ -?t? 3- 12" 1-3/4"/6" NIA I Efiabeth A. Woodward, PE ; - I I . I - - I � 2.All top-and shoe-or sol'-plate materihl shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete or masonry . HS (4)8d PER END . . , (10)16d/EACH LT-120B&DTn 1/2'(EA) 1/4"w/MIN 5-1/2" 4"w/2-1/2"SPC*G 12" 1-3/4"/6" 12" C.L.w/MIN I - I 1 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 u iless indicated otherwise. H8 . (5)10d x I-1/2"PER END 11/2"SPC'G 2"w/4"SPC'G I - 3'rofessional Engineer shall be pressure preservad,e treated. . � , 1 3"SPACING I I I . . . I I I MTS12 (I 4)1 Od or I Od x I-1/2"TOTAL 1 (22)10d SINGLE MGT , 5/8" 1/2" 5-1/2" 3- 12" 1-3/4"/6" 12" C.L. I ?k:L License No. 61947 1 . 2x(22)10d DOUBLE MGT 1 (2)5/8- 112" 9-1/2" 3" 12" 3-1/2"/4" 12" C.L. ; ill framin ough 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plan(s)and/or table(s), 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM , I HTS20 (20)10d or(24)10d x 1-1/2"TOTAL -_ - -_-____ . 1 3.All vertical w, .(stpds)-including"jacks"and"trimmers"-thr I I . . A307,A36,SAE 10 1 8 and Grade 2 bolts. I . . (18)16d SINGLEHTT16/4 518" 1/2" 7-1/2" 2- 12" 1-3/4"/6" 1 12" C.L. I >_ fil w/maximum 19%moisturc content-except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing(studs)largerthar.2x6 shall be#2 1 1 1 LGT2 (16)16d SINKERS TO TRUSS, 2x(18)16d DOUBLEHTT16/4. (2)5/8" 1/2" 7-1/2" 4" 12. 3-1/2"I 4" 12" . (= . SYP lumber w/maximum "9%*moisture content unless otherwise noted or specified on the framing plans and/or details. I � (14)16d SINKERS TO>&POST I � I I C.L. � (L-> . H16,-16S,-16-2 (2)10d x 1-1/2"TO TRUSS,(10)TO>/POST 2x(18)16d TANDEM HTTI 6/4 (1)5/8" 11 1/2" 9-1/2" 5. 151. 1-3/4"/6" N/A 550 ROOSEVELT BLVD. I . �, . . 5.Hex nuts and couplers/couplings used for high-strength bolts,an(hor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. . I _________ _ � - rJ I I . I I MSTA12 (10)10d TOTAL (32)16d Sinkers SINGLE HTT22/5 518" _ 11/2" 9-1/2" 2" 151, 1-3/4"/6" N/A ACKSONVILLE, FL 32244 ,in vertical wall.-framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that. I I . I I I . MSTA18 � (14)10d TOTAL 2x(32)16d Sinkers DOU13LE HT722/5 (2)5/8" J�1/2" 9-1/2" 5. SEEPLAN I � � I .C:� . 4,All required 2x blockino., % I I N/A (904)680-6279 I are sp 'YP and ar�also not designated as a shear-wall or portal frame wall may use SPF blocking. I I � . � I � . . ecified as S 4; . CORROSION&DECAY RESISTANCE: I MSTA24 I (I 8)10d TOTAL (20)Y4"-x2-1/2"SDS SINGLE HDU8 7/8" 1 8- 3- 13-1/2" 1/2"/4' 13-1/2" 1 rl-.a I,J � . I I I . = . � I . MST37 (42)16d TOTAL .. 2x(20)Y4"-x 2-1/2"SDS 13-1/2" 3" 13-1/2" 3-1/2"14" 13-1/2" � I C.L. SHEET � I I prigineerin - - 15" 1-3 _ N/A I It 5.In some instances,these,` i g documents may include a specification for a column within a wall where the size of the column exceeds the thickness of the wall as 1.All structural members of wood or structural composite lumber e ther exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony MST48 (46)16d TOTAL (30)Y4"-x 2-1/2"SDS SINGLE HDUI 1 17 t /4' SEEPLAN I I . specified either in the stud �able(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The I -F_ I I I I , boards/lumber,joists,posts,etc.-shall be pressure preservative treated to a level rated for the specific application. Borate-based treated wood shall not be used as/for . MST60 (56)16d TOTAL . � 2x(30)Y4"-x 2-1/2"SDS DOUBLE HDUI 1 (2)1- I 15" 4'. SEEPLAN N/A . thickness of the adjacent wrill framing my be increased so as to conceal the thickness of the column within the wall;b)The adjacent wall may be furred-out toa thickness I . CS16 (30)8d or(26)10d TOTAL � (36)Y4"-x 2Y2"SDS SINGLEHDU14 1. 1 15" � 3- SEEPLAN . N/A I I sitnilar to that of the colum;71 so as to conceal the thickness of the column within the wall;or,c)The column and adjacent wall may remain different thicknesses and the structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate forthe I SPH4,-6,-8 (12)10d x 1-1/2" 1 2x(36)Y4"-x 2Y2"SDS - DOUBLEHDU14 (2)I" it. 15" 4" SEEPLAN I , I I I column"wrapped"with a f6ish material(i.e.gypsum,etc' and left semi-exposed into an interior space within the structure. Additionally,ifnone ofthe threve application. I I - - N/A I 1 . . �, -) I HPAHD22 (23)16d (16)10d HGT2,HGT3 (2)3/4- 11-1/2" � 3- SEEPLAN 11-1/2" C.L. aforementioned options arg'considered to be practicol,the engineer may be contacted and requested to provide additional analysis to determine ifan engineered wood I � LTP4 (12)8d x 1-1/2"TOTAL 1(16)10d �HGT4 1(2)3/4' 91, 3- SEE PLAN I � i 11-1/2" a C.L. (EWP)or structural steel cclumn may be used witfiin the allotted wall cavity. 2.All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. I . . i --- i i I I I , . ... I A35 (12)8d x 1-1/2"TOTAL "FRAMING"and"FRAMING-TO-FOLJNDATION"CONNIECTORSCfIED ENOTES: GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREO 1�_ . I f 01 4 "I .. 3.All fasteners(nails,screws,bolts,etc.)less than 1/2"in diameter and in contact with pressure preservative treated wood shall be either hot-dipped galvanized(HDG)or META20 (12)10d x 1-1/2" 1 (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHER A PROPRIE Q�, L i i4 � . I . I . HETA20 (12)10d x 1-1/2" 1 1)USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TO- UND.CONNECTIONS U.N.O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) ^-A FIELD FRAMING I I '. stainless steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility L 2)ALL DIMENSIONS(ROD DIAMETER,EMBEDMENT,EDGE,ETC.) MINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL . . (16)16d SINKERS TO TRUSS, 3)"DOUBLE-HOLD-DOWNS REQUIRE MINIMUM 8-SPACING BET" EN ATR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.THE ? .. with the application and/or corrosive material. The exterior use ofany material treated with a pressure preservative treatment containing ammonia shall require the L LGT2-MASONRY 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE E. RIOR FACE OF THE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S)AND ASSOCIATED V10, . . f, L exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use ofSS (7)1/4"-x 2-1/4"TITEN SCREWS TO WALL CMU WALL TO TTIE<OF THE ATR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R.PRIOR �� I 1.Limited elements or areas of the design(s)dQpicted within these engineering documents may include the label or reference"field frame"or similar. Atthese confined . MTSM16 (7)1 Od or I Od x 1-1/2"TO TRUSS, 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LO TIONS ONLY IF THE MIN.EMBEDMENT is TO CONSTRUCTION. locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include connectors and fasteners. I . (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL MEASURED FROM THE LOWER SLAB ELEVATION I I col� . L I I L HTSM16 I (8)I Od or I Od x I-1/2"TO TRUSS, 6)ALL PARTS/MATERIALS TO BE INSTALLED IN ACCORDANCE MANUFACTURER'S INSTRUCTIONS& L . '6, stairs and/or landings,plant shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical construction and/or (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL _ DIRECTIONS I I I . I I accessories. As such,the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to create his or 4.Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-MAX,HGD,etc.)connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. I 1116,46S,-16-2 (2)1 Od x I-1/2"TO TRUSS, 7)ALL NAILS SPECIFIED ARE'COMMON'SIZES UN.O. L ;to I her own design for elements or applications specified as"field framing"or similar. The design(s)and execution thereof shall be in conformance with all applicable laws, Use only zinc-plated/galvanized fasteners with zinc-plated/galvani2ed connectors. .(6)1/4"-x 2-1/4"TITEN SCREWS TO WALL 8)MINIMUM ROD SIZEIGRADE,EMBEDMENT&EDGE DISTANCE S WN ON PLAN SUPERSEDES MINIMUMS SHOWN . L - _ I L FGTR (I 8)1/4-x 3"SDS TO TRUSS, ON THIS CHART L rules,codes,etc.and shall be to the executed to the satisfaction of the Building Official. 1(2)1/2"-x 5"TfrEN HD's TO WALL . 9)MINIMUM EDGE DISTANCES OF 4"OR MORE REQUIRE MINIMUN "WALL FRAMING I r 1 5.Regular inspection and maintenance of wood,wood-based and rr tal products used in structural applications and/or used in outdoor or other potentially corrosive MSTAM36 (8)10d TO FRAMING, 10)MINIMUM 8-SPACING BETWEEN META-or HETA-ANCHORS U... 0. L- ! I 1)MINIMUM I-1/2-EDGE DISTANCE FOR TITEN SCREWS � L ,,� I.' environments or applications is essential for continued,long-term s�Iisfhctory performance. I I 1(4)1/4"-x 2-1/4"TITEN TO M I ASONRY 1 12)MINIMUM 4'EDGE DISTANCE FOR TITEN HD's I L I I __. . L �� . L L I . . ' �1 H"5 DOC' I FA CIA' '5$0 N J �A I "E "�E, �, , " I *I I I I I I L . I ;! . . . I I I I I I I . 1; I � I I I p I I . I I L W . I I I I . L . I I L �!� . I . - I I I . L . I I I I . . . I ­ I . I I I L 1 ' - - - � - I 1. , 1� - . . I L" I 1.__#WAW11P%.__ -1 � . I I �__. -- I - - I � 4 1 1 1 1 1 . � � � . I . � I I I � I i . . � . I I I . � I . I . I I I � I I , . . I I . I 1 1 1.1 . I - . . � I - ! I THIS DOCU ENT, ALONG WITH � � �'HEATHING JHIC!j�S & ATTACHMENT SCHEDULE 7/16- THICK (MIN,) (24/16 r-HEADER, ADJACENT TO i i � I ASSOCIATED DOCUMENTS, IS AN � "I SPAN INDEX) APA- OR I � ��. I I TECO-RATED WALL SHEATHINC " MIN OUT ON STRUCTURAL RS AT x x x x x x x � INSTRUMENT OF ENGINEER'S . WIND k'R1111F SHEATHING *WALL SHEATHING* (3) ROWS OF w/(1) ROW OF 8d NAILS 0 PLAN. - TOP >-TO-CORNER POST . r T SERVICE FOR THE EXCLUSIVE USE I y b (supported �24'O/C MAX.) (supported @ 16"O/C MAX.) F 2 V (1) ROW OF 0 10d NAILS 0 8* 3"o/c AT TOP OF SHTN'G(IN TO - - / I 1\ . ASSEMBLY AND 0 TOP AT THE PROJECT TITLED HEREIN.. SPEED& --w - I 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING** a 16 & TOP >) AND AT BOTTOM OF >-TO-HEADER 0 MAX. 32*o/c. �, 10d NAILS O.C., STAGGERED 0 \ I . . .. � AIN.THICKNESS*** 4 SHTN'G (IN TO HDR.). No :)Icl M %_ I L a \ it INFORMATION DERIVED FROM THIS EXPOSURE INT PERIMETER/HORIZONTAL VERTAPP.W1 VERTAPP. INT END 0 4' 0.C. AS SHOWN, EA -W\� Y , 7 A � OUTSIDE CORNER OF `� I I I �(SPAN INDEX) . ZONE ENDZONES APPLICATION OUT STUCCO WISTUCCO ZONE ZONE 6 (1) ROW OF STAGGERED, 9 PLY. ADDITIONAL >-TO-HEADER �: GARAGE. . . DOCUMENT, AND/OR ASSOCIATED . �. - 11 10d NAILS 0 1 1/4* OFF 1 5 16 0, . . Q'D w/ TRUS� ;I '. I . . - I, 6" 0.C. . UPLIFTS (1,000#. FOR HIGHER '. I . DOCUMENTS, MAY NOT BE USED . .� .. - --7TF7'-- 15/32" f STAGGERED, 9 I UPLIFTS USE CONNECTIONS A5 / . __--_-, .131.3- TOE- OR END-NAILS 7/16- STRUCTURAL , , . 7/10 G111 1 211 G11/1 2" < OF 2x6. ,I + + 11 11 � . : t, I I 100 -_ � 0 KING-STUD TO HEADER, (1) DIAG. BRACE OVER MIN. (4) FOR OTHER WORK(S) OR ­ * (2 4/1 G) (2411 G) (3 211 G) 11 WITHIN 3/4- V s,� 11� ACK SIDE OF I-RATED OSB MAY .71 2 1' - SPECIFIED ON STRUCTURAL I I - BE USED I.L.O. r. ..' (supported @ 24' AAX.) OF CENTERLINE J,& PLAN. TRUSS TO > .. 2xIO HDRS. USE (9) NAILS. . . 5<132 mph �7/1 G" - . 41 I ** IF THE INDICATED EMBEDDED . WEB. CONNECT TO EACH TRUSS WEB PROJECT(S) WITHOUT THE 15/32" EXPOSURE 11 . � � GV 1 2" G70 - OF 2x4 11 2x12 & ENG. WOOD HDRS. APPLIED TO FRONT SIDE � I I-RATED, � MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING*' a STRAP(S) ARE NOT PROPERLY (_ I W/(2) NAILS. INSTALL DIAG. BRACES EXPRESS WRITTEN PERMISSION OF EXP.B,C,&D ; (2411 G?. .." HORIZONTAL VERT APP.W1 VERT APP. INT END a or I WWITYRECORNER OF-� , CAST-IN-PLACE, THEY MAY BE I U S.E (.12) NAILS. OF WEB -0 EACH END OF CONT. LATE : . . . I I I THE PROJECT ENGINEER IDENTIFIED . .t, . - I , - 4 0 V � GARAGE. REPLACED BY THE FOLLOWING: . , BRACE LINES & 0 MAX. 20' �., 1: A APPLICATION OUT STUCCO W1 STUCCO ZONE ZONE . F (1) HTT22 so (1) MSTA-SERIES STRAP 0 INTERVALS BETWEEN ENDS. BELOW. . W 0 � �0_ .� � I� � a I . � 1 5/32" 1 5/32" 19/3211 Wy .1131x3" TOE- OR END-NAILi-/ EACH JACK-STUD TO ( I G111 1 211 01/01 14 0 KING-STUD TO HEADER. � HEADER. 2x1O HORS. USE L - _.!�L.. 1.1 J, III . . .. I I 11, -".1;. 1 (3 211 G) (3 211 G) (40120). 1 1/2' 1 1/2' 5/8" 1 2xIO HDRS. USE (9) NAILS, - 18" STRAPS, 2x12 & ENG. . . . . . . I I I '..­ . so MIN. WALL SHEATHING & , 0 BLOCK ALL�PANEL EDGES 8d RING SHANK PER R803.2.3.1 OF'10 FBC-R.- MIN. 0,113" '%"I IFF M 2x12 & ENG. WOW HDRS. iL�i V WOW HDRS. USE 24* 1 � NOMINAL SHANK dio., RING dia. 0.012" OVER SHANK d1o., 16-20 1 A2Wr CO SW A I ra wrin La-VEJE-TMI1111 USE (12) NAILS. .__ __ �PWB'tDDED STRAPS MUST 11 \\ . 1 - ,�', PF WALL SHEA&ING. : NAILING MAY BE OVERRIDDEN . I i,_% . RINGS PER INCH, 0.280*dia. FULL ROUND HEAD, MIN. 2" LENGTH. 1 /16" THICK (MIN.) (24/16 SPAW--,, BE INSTALLED wl AQDITIONAL CONTINUOUS LATERAL . I I BY REQUIRED SHEARWALL ;� ' *TYPICAL CONNECTIONS 0 STUD SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES, F A S 7p�o SWTA L�L/ WOOD*Tle ANCHORING RODS __ BRACE QUANTITY AND IF LATERAL BRACE MUST BE MADE OF I , NAILING (SEE F/STI). I 11 RO(!P. SHEATHING PER SEE P/STI FOR BOTTOM CHORD COLUMNS, JACK-TO-KING STUD PER DETAIL B/STI, AT INDEX) APA- OR TECO-RATED ___;� PC. OF #4 REBAR PER LOCATION DEFINED BY I E, DO SO BY � 2 - 1;� TABLE, W/ PLY CLIPS BRACING REQUIREMENTS. � ASSEMBLIES. CORNER POST. ETC. SHEA THING-TO-POST W/MIN 8d's 0 12" O/C OR GYPSUM-TC WALL SHEATHING w/3"/112"o/c SIMPSON INSTRUCTIONS. ** TRUSS ENGINEER, . OVERLAPPING AT LEAST 2 TRUSSES 1 (4) .1 31 x3" TOE-t"AILS 0 EA. TRUSS/` *SPECIFIED NAILING REQUIRED FOR MIN 5d's 0 4* O/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH SEGMENT, "THIN 2" OF 8d NAILING, EXCEPT WHEN NOTED. . I 0.0 VIN, 1913r RAFTER -TO-TOPrtzL. IN ADDITION TO EVERY PLY IN ADDITION TO 2 PLY'S. M)TFR PI Y TO SHEATHING AS SPECIFIED, � JACK-/KING-STUD BLOCK ALL UNSUPPORTED PANEL I'll USE -RJ VERSION OF CONNECT TO EACH 1 (40/2,O) ffTH TILE CONNECTOR(S) SP'j CIFIED IN SCHEDULE ENGINEERED TRUSSES OR I EDGES wl 2x BLOCKING. STHD14 AT CURB WALL � 3 - . ROOFING. UNLESS OR ON PLAN, TY:;ICAL. ALL TRUSS &. CONVENTIONAL (SOLID-SAWN) I I ASSEMBLY. ROD 0 CORNER TOR 0 :: (DTL 2/ST2) NAILS � * : I I . . NOTED OTHERWISE. RAFTER BEARING lw':OINTS. OR . . MAY BE INSTALLED TO LOCATIONS. EITHER I . I .- JACK-/KING-STUD ASSEMBLY- *�� �� 4 - FRAMING. SEE PLAN. LAYOUT (1) STHD14/-RJ CONNEC � SSOCIATED DELEGATED WAY BE USED AT I b EITHER SIDE QF CORNER 11 TO-FOUNDATION & 0 CORNER I I � .1 I POST ASSEMBLY- NON-CURB WALL (DTL ' TRUSS-TQ=PL L`J R ENGINEERING FOR TYPE, SIZE & MULTIP III ri . - , CONN T R ORIENTATION OF MEMBERS. rq POST ASSEMBLY-TO- - 3 I ON SIRIJCTURA�.-"PLAN�S) I I � G NOT TO SCALE FOUNDATION. (MAY BE USED I I/ST2) LOCATIONS. The "ALL" ROOF TRUSSES TO HAVE: 2 2x #2 SYP TOP PL.. FASTEN PLIES I.Lj WOOD*Tie RODS) I/ \ H H I I . TOGETHER w/ (2) ROWS .131x3" NAILS 0 I LENGTH OF CS16 STRAPPING */ MIN. (10) 10d L DOOR(S) SHALL BE . I (1) 1-12.5A OR (1) Scmc 14CREW �Y' 0 ,I! 12-o/c, STAGGERED, w/ MIN. 24" L�� I ATTACHEC14 + I CASTILLO I I / INTO EACH PLY OF SILL& HEAD(ER). EXTEND 1 , � 11 I MIN. (12) .1310- NAILS IN EA. LAP. . HORIZONTALLY ACROSS STUD ASSEMBLY & I I APPROPRIATE FRAMING 11 I I ULTIPLE TRUSSES I . --'�.,.�.--,.., � .!,.... � IN . i SPH4-6-8 0 MAX 32"o/c 0 PL.-TO_STUDS BLOCKING, CONTINUOUS TO CORNER, FILLING ALL ** MA . 0.. I . . - NOT REO!D WHEN USING WOOD*Tie HOLES w/ 10d. (TYP - 4 STRAPS 0 HEAD(ER) & WI Y USE PA51 or -68 STRAPS I.L.O. STHD's FOR TRUSSES 0 24- O/C MAX . oup = . L (2)2x( ) BLOCKING (TYP). MATCH SIZE APPLICABLE AT STEM-WALL APPLICATIONS, ATTACH TO . ' PLATE NOT REO)IRED . ANCHORING RODS PER DETAIL B/ST1 J, r 4 STRAPS 0 SILL) . OF ADJACENT I FRAMING (STUDS). . WOOD"'Tie ACHORING RODS MANUFACTUREIR'S . FRAMI G w/(.22) 16d or(20) 10d ** � x I Flo TYPICAL EXTERIOR Wk.L � 2x( ) #2 SYP SHOE PL. w/(2) RO !� ,,9999R..M,Mg-M-WA�cRs,"�,�,-�,� . INSTRUCTIONS & TRAIDITING < x x - I I :.;" "', jr�7 OF .13lx3* 0 12"o/c, STAGGERED. 4-T �;E I M I I '. . -DIRECTIONS i ners ,-- I '. I �,� � II 11 MIN 23 23/32" APA- OR TECO-RATE I W/ 11 11 . � HEADER PER STRUCTURAL PLAN SEE DETAIL C/STI FOR (VERTICAL) TYPICA ENING 'FRAMING DETAIL - U.N.O. 10 ­ I . I Engineers ..1�7 � EXTERIOR STUD WALL SPECIFICATIONS / T&G PECKING (24"o/c STURD-I-FLOOR) r4 HEADER-TO-STUD STRAPPING - I I SEE STRUCTURAL SHEET FOR EXTERIOR WACL FRAMING, I 6/15 a/c 10d NAILING & APPROVED 11 I &- I 11 -------- SPECIFICATIONS. NOT TO SCALE 2nd FLOOR WALL I ,4,i ,% % . __� --­­ HARRFIRM IFIFV64W ________ = @ , I . SIVE. -3 � -� �.....-.1- L�� L ' 1. . --====I MATCH SIZE, GRADE & WALL SHEATHING - . .� 1;, I I Jacksonville,FL 322 ��t I II,_L,_______--L QUANTITY OF ALL 2nd AT EXTERIOR DECKS. LEDGER 1-3/4' Width Pieces. SEE TYPICAL WALL FASTEN FLOOR 44 "1 I\ - SECTION (A/STI) FOR -6ioc, F�Ilil /I / . DECKING(PER A/STI) (904)772 TYPICAL INTERIOR BEARIN ,1 WALL - 7-FLIR STUD COLUMNS w/ /// 1 \ IR SHALL MATCH JOIST DEPTH (MN. * Minimum of(2) rows of 12d (3-1/4") nails 0 12" a/c. ADDITIONAL SPECS -----;) I fin t5LUt,K1NIj IN FLR SYS. \ /, SWI3 �=111 2x8) AND BE ATTACHED TO EACH x * Minimum of (3) rows of 12d (3-1/4") nails 0 12" a/c for 14' & d TO LATERAL BRACE W/ WALW,16ft R \ / I 1 4 h. . ___� NAIL THROUGH A.P,A, RATED SHEATHING I I . . (4) 10d COMMON NAILS I FL CoA No.29015 INT. LOAD-BEARING STUD / ��1'1\ / z 11 EXCEPT AS NOTED ON STRUCTURAL PLAN(SL);b I I I,-, (-% ,L AND wl 1st FLR-LEVEL \ , / INTO FRAMING W/Bd AT 3- D.C. AT ALL 16"o/c (MAX) VERT. FRAMING N1 deeper, T-BRACE FASTENED TO 2x4 PLANK ORIENTED L I EFFECTIVE PL.H (FT)i. OWAI��STUD rJL ----- ---I STUD COLUMN U.N.O.. - L.---11�b_/- EDGES AND INTO EACH PLY OF EACH Y4"dio. SDS-SCREWS - 3' LON:;IF * Nailed connections require an additional row of nails when noil size WEB W/ .1 31 x3" a 6 LATERALBRACES 0 24* 1 L . 'LL ff �====I �__ [2zl--=4 " I I 1 2.4- 5 5 a 115) DIRECTLY ATTACHED TO FRAMI 4G, is smaller than specified above (min, 0,128*X3"). _19i CIA . VI 2x4 DIAGONAL I 8w 41 2x4 02 SPF S ?S-4 i L. INTERMEDIATE FLOOR SYSTEM - - DOUBLE INTERIOR PLATE, 12" 0,C. O/C, T-BRACE TO BE O/C TOP AND BOTTOM. , L L TP13-=1 i I � 1 3-1/2- LONG IF ATTACHED LU * Nall from BOTH SIDES of 3-ply members L FASTEN TO FLOOR TRUSS 1 L L I TO 18'-7-1 2x6#2 SPF STU 'L I APPLICA13LE TO MULTI-STORY BUI ir cl I __ ELSEWHERE. It . SAME SPECIES AND / S 012 0 . W -_ h THROUGH SHTN'G. < 3-1/2" Vidth Pieces AUL 4-p o 1-3/4" Width Pieces: 12 1 ---- TO 2V-7"I 2x6#2 SYP STU ONLY, SEE PLAN, LAYOUT, OR QUANTITY OF SCREWS4 . * Minimum of (2) roy)!P" 2' bolts 0 24* a/c stog e W/ (3) 10d COMMON 2S-� O/C, DIAGONAL I I .11 11 ASSOCIATED DELEGATED ENGINERING FOR 11 11 FOR OTHER UPLIFT HA n . BRACED. SIZE OF MEMBER I I TOE-NAILS. BRACES TO ---I BRACE TO ATTACH 2nd FLR STUDS TO lst'FLR .. TYPE, SIZE & ORIENTATION OF MEMBERS, . /�/ CONNECTIONS. SEE TYPICAL WALL 2x8 LDGR: (6) SCREWS ��, \_2x STUDS �� 12 AS SPE(�� BY LISS EXTEND INTO FLOOR I �. IV BRACING, BLOCKING & INSTALLATION J+k , .. / SECTION AND TYPICAL HEADER 2AO LDGR: (7) SCREWS 12' L DESIGN ,I�D BAY. _< W/(3) 1 Od . STUDS (OR BEAMS) W/ CS16 STRAPS I FRAMING DETAIL 2X12 LDGR: (8) SCREWS ��_"�. - I I ,INEER MIN. SYSTEM BRACE LOCATION -_ COMMON NAILS I L . I 1 (28" + DEPTH OF FLR SYS. IN LENGTHJ) .4-1 DETAILS. . . AT DOUBLE INTERIOR �_�"A �� 1-1 I 1_� L -1 L L. I X4). \ LATERAL"' - AT EACH END � L I HEAD ,>-I NOTEo -1 . OTTO CHORD TO ��- % 0 MAX. 32"o/c wl (11) lOd/END,. I .SEE SC AND SILL 1 #2 SYP LEDGER FAST0 ED TO 16'o/c TRUSS-TO-LEDGER I \ OMNA TBH BRMA,'E LOCATION - MINIMUM WALL STUD ..(2,2x( ) SILLS/PLATES/BLOCKING, NAIL FIRST (MAX) STUDS w/ .131x3' GUN NAILS 0 EA CONNECTOR I ,,-I' I . . I ON TOP CHORD. L I L CENTERED ON FLR SYS., TYPICAL, INT. .1 (TYP) PLATE TO SECOND PLATE W/(2) ROWS STUD-EXTEND TO STUD BEYON)LAST TRUSS. I,-,,- I I,--, . I. .1 I I I & EXT. WALLS, NOT REQUIRED WHEN SIZE, GRADE, SPECIES & Is I SPECIFIED ,4- 1_� I I USING WOOD*Tie ANCHORING RODS PER � SPACING - . - . I,*(X.n............52---- - BY TRUSS 1-11, . I . z )t -------�IIIII;IIIII ENGINEER. L DETAIL B/ST1 , TYPICAL, U.N.O. I illiltill!lm�� SIDE PANEL HEIGHT TO . - 11 I I'll � I 11 . . INTERMEDIATE FLOOR P 11 SYSTEM L . -,\\\ I WIDTH REQUIREMENTS TRUSS LEDGER & CONJETION S PER TRUSS) 2 51 1-1 . . 12d COMMONS AT 8* O.C. I � FASTEN EXT. WALL SHEATHING L . PT 2x( ) #2 SYP SHOE PL.. I INTERMEE 1)�TE SHEAR . 1...3R...w. 11-1 I I I L . TO TOP PL., SHOE PL. & RIM or SPH4-6-8 0 MAX 32"o/c 0-----\ .11 I FASTENER!, PER SILL, h (ft) MIN. w V# . .......... X M) NAILS 0 EACH STUD, I I CEILING LINE L . I L PL-TO-STUDS - NOT REQUIRED _; >SHEAR CONNECTOR N 7' 2'-I' Rv# 777-11241.....2x8 *A8) NAILS 0 EACH STU IL.---.-k. -- k J. . >� I UIRING BRACIN . . RIBBON w/ PRESCRIBED "EDGE NAILING" I M WI___,r-_8�12 � Anu er,D.i r-11, LTIPLE PLYS(�F . < I I . e ANCHORING SCHEDUU: ON � I - Rvi 1242-1862..;xl2 */(12) NAL.ILA E .. Slu 'j L I I SIZE/SPACING. . R \ *r4 S-SHEET�) 5 1'_5 2;1 SCL L I WITH 4" BRICK VENEER EXTERI I . qr-- LEDGER MTAIL ST1 NOT TO SCALE BEAMS U.N.O. --_DGE I I L = 4F - L L NOT TO SCA % - _r � FLOOR . . I I FINISH, ADD CORRUGATED GALV. . I 9 --- I TRUSS ON PARALLEL END WALL (NOTE: I I . ;, I ! . I I I I . BRICK TIES 0 24"o/c HORZ.I.,& . I t I I I - I . I RIBBON ON FLOOR TRUSSES NOT SHOWN L I I 16"o/c VERT. BRICK TIES �fUST.. 7" EMBEDMENT � . - rk 9i I 19 '_�(1) HTT22 TO ATIR (TYP). ,.ROOF/FLOOR I I FOR CLARITY.) I .L� HTN'G jO CAST-IN-PLACE "J" BOLTS OR I L . I HEIGHT-UMITED APPLICATIONS MAY USE. ROOF/FLOOR SHEATHI TRUSSES 1(2) #2 SPF 2x4 0 EA. CORNER SINGLE TRUSS I . I . I L #I. WALL STUDS. , 1/2"dia X 6" EMBEDMENT 11�0. EAQU HTT22. (1) PHD6 OR (2) I.L.O. 4x4 POST. (3) #2 SPF 2x4'S I . - I 411111" 11; .. . FOOTING (SEE TYPICAL WALL SECTION) PHD2's. IF PHD2's ARE USED, MATCH I - I I I L . �� Z.- EPDXIED ALL-THREAD RODS w/ 0 CORNERS DIRECTLY BENEATH L -5. . WALL SHEATHING PER TAE31-0. 2"x2"0/8" WASHERS 0 24"o c. L I I HTT16 ATR SPECS, IF OVER Ist FLOOR x --BEAM WHEN 6x6 IS REO'D. BRACING NOTES, I L I I . n L L ", I BEAM. STRAP TO BEAM W1(3) CS16's 2X4 #2 SPF LEDGER . I 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. I I � . I SEE SILL.PL. SHEAR CONNECTOR L (3ply END POSTS REQUIRED). W/ (4) .131 X 3- TO . . HTT16 & 5/8-04-1/2- EMBED 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR ^ MONOLI THIC-STYLE FOUN6ATION L HEET(S) EACH INTERSECTING (3) .13lx3* _. Y -e-/-EPDXIED ALL THREAD 0 EACH I APPROPRIATE BRACING DETAILS. THE Ist USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIRSTSOLIRCE - FLORIDA DESIGN LL #W* I ` I L IM, QR ALTERNATIVE AS SHOWN ON . . I I . . SHOWN. SEE SHEET ST2�,FO WHEN USING WOOD*Tie RODS. SWB - SPECIAL SHEARWALL DETAIL NAILS 0 EACH I STRUCTURAL PLAN, CENTER TO CLAIM A $100 GIFT CERTIFICATE. . L . APPROVED FOUNDATION �1 ., I I . \,,�Ti NOT TO SCALE USE WHEN BOTTOM TRUSS OR 1 3. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS . TYPES/STYLES.L L� . . I LEDGER TO I I DETAILS PRODUCED BY THE TRUSS ENGINEER. . I L . I . I - 1 46 �, L I I DIFFERENT HEIGHTS _\ BLOCKING. 4. ALL FASTENERS SHOWN ARE .13lx3* NAILS. I R 0� 'k ON OPPOSITE SIDES _-,�'T III 1`-� BEAM-STRAP PER N/ST1 UON 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE I CONTINUOUS LATERAL BRACE REQUIREMENT. I . 4 . OF WALL. �� 7 15 A.P.A. OR TECO RATED . ' L L 0 O-STORY WALL DETAIL . _% L . . . I I . . L 11 SHEATHING W/6*/12*o/c 8d L � ST1 / N,'jT TO SCALE ', I . �� (4) .131 X3" TOENAILS III NAILING - 4 SIDES . . PERMANENT ROOF & FLOOR LATERAL BRACING I I . . I 2x4 #2 SPF BLOCKING 0 � I N%_-01 4 1 24- O/C. REDUCE 0 EACH BLOCKING III NOT TO SCALE I I I L 4111110 I I . 1 5" < H/' TO TOP PLATE OF I G) I L L . #% . 1 4 . .� . SPACING TO 16" a/c FOR_ .1 EXTERIOR WALL, . --OPT, BE44 ,-1.90VE I ----,-- � . L . , I #. I . . - - I I SW2 AND 12" a/c FOR LOW-CARBON STEEL NUT FOR " 0 AT __1 -. 1 ROOF SYSTEM - swi. ** WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 #2 SYP OUTLOOKIERS - I .0 ABOVE ROUND "FENDER* WASHO�ABOVE . . .0. I I CONNECTED TO WALL _t ------- "W+ - __­ I PEAK OF GABLE TO THE EAVE OR SEAT OF THE - -a/c W/ L ^ 11? .1 . I I I - OVERHANGS_-9 16. 0 24 1 1 3"x3"x9/64" SLOTTED STEEL .,ASHER__-� . .4* . DETAILS, - EXTERIOR WALL _/ I TRUSS IS LESS THAN THE MINIMUM ON-CENTER (1) H5 OEACH OUTILOOKER TO Top LL I L ^ SO THAT f'�QU,ARE ., . I SW (TYPE) SPACING INDICATED FOR THE "X"-BRACING, A CHORD OF GABLE TRUSS OR END I L LLY SUPPO"TED By I . �__ .I MIN. 7/16- THICK (24/16 SPAN INDEX) APA- OR . I BUILT-UP OR BOXED COLUMN MAY UL SINGLE *X*-BRACE AT THE PEAK MAY BE USED WALL TOP x I . � 4 L 7�F PL.. t I . I TECO-RATED WALL SHEATHING ATTACHED TO I DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6x6. AND THE OTHER (OFF-PEAK) -X--BRACES MAY OVERHANGS 16!-->24". 0 16"o/c 4% . . - , .*1 FRAMING MEMBERS & BLOCKING PER TABLE BELOW. EXTERIOR WALL RUNS 3ETWEEN TWO PARALLEL TRUSSES. BE OMITTED AT THE CONTRACTOR'S DISCRETION. I / 11A .. BO ED COLUMN DETAIL ** I i -..--.- TORQUE NUT ABOVE WASHER TO 30-35 BLOCK ALL UNSUPPORTED PANEL EDGES W/MIN. (2) H5 CEACH OUTLOOKER TO TOP I j I . 0 FOOT-POUNDS AT TIME OF INSTALLATION . . 2x4 BLOCKING. TRUSS BLOCKING QUAI . NOT TO SCALE FASTEN ALL ROOF SHEATHI G FA EN ALL ROOF SHEATHING I L 0 I M- (AFTER EPDXY CURES). .I .A.- . I U� 41111`%� i . --- - 2ply MIN. STUD END POST(PER R57-TO-MALE . 2x4 BLOCKING AT ALL ROOF--\ THIN 4'-D" OF ,ARI F WAI I LL TOP x - N jC-171" QF rA .. L 4111% I >_._��' .,,,,--STRUCTURAL PLAN) 0 EACH END OF-- SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS w/ 8d ALL SUPPORTS 7�� , . I I I :�: , @ M L L .� -4��_�� V SHEAR-WALL U,N,O.. SEE DETAIL D-STI .. - I I 1 4'-O" OF GABLE WALL. NAILS 0 4"o/c 2x #2 SYP BLKN'G BTWN ' � NAILS 0 4"o/c I I ; I jfjOR ATTACHMENT OF P,9ST PLY& I -1 - 10M OUTILOOKERS *I/.13lx3* K A I - i� I i...... TOE-NAILS 4 ______ 110,1, . � 911M L 10P CHORD or I L . ROD U.N.O. _� I I -.fr 1/2' . � (3) .131x3' TOE ...7 ) I� 11 . rL *ATR MAXIMUM OUT-OF-PLUMB 4- -v- 4- . WOOD*Tie )6"o/c TO TOLERANCE: A" PER FOOT OR 2* PER 5-1/2" MAX I OE�-NAILS TOP > __7 � .---.--..---- _ 11 FLOOR LEVEL - WHICHEVER IS LESS. - - - - - - L 0 OUTLOC I T I < *DOD-TIo ROD � -_ - . -7ER DROPPED (-3-r) TOP CHORD 1 LL ROOF L - PROVIDE FULL 2 llrl� KING-STUD ASSEMBLY #2 SYP DBL / BLOCKING-TO-TRUSS SHEA THING PANEL EDGES M THI� CONVENTIONAL OVERERAMING CONSTRUCTION NOTES SHEATHING COVERAGE -I'+ - L 11 OP CHO . 2x "L" OR *T" BRACING ON VERTICAL 4'-O" OF GABLE JALL. L I-- I ON MIN. ONE PLATE. ,'r,� I I WOOD TIE AT OPENINGS MAY SERVE TOP > I ' I L /STI-­�, L 2 A. #2 2x SS ENGINEER. 11 . III . NAILING INTO TOP PLATE - I . I . I 1. LA" 0 TM T 0 MIN. 2x4 #2 SPF 0 MAX. 24"o/c w/ (3) .131x3" TOE-NAILS 0 RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS 0 24" O/C ATTACHED TO RIDGE & VALLEY NAILER W/ (3) .1310" TOENAILS. L PER A/ST1, I I I I I . OUTLOOKER-TO-TRUSS TC Ljj (/� . I I I AILS .13lx3* NAILS 0 6*o/c FROM BRACING L t I 11 i W,1(3) 31 VALLEY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS W1 (4) .131xY NAILS. -==--A ; 2x (2)MSTA24 W/(tolOd / TOE-NAILS PER END. TO WEB. ABSENT OF SPEC(S) ON I , I 11 -INSTALL DBL �-�, . x . � 11 11 I I I 1� I HOLD-DOWN AT EACH E-11� BLOCKING IN EACH END OF EAQW , � 2x #2 SYP DOUBLE TOP > MBLY RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES 0 4' O/C (MAX HEIGHT = 6'-3"*), 1 n LLJ �* . I 11 L 1. I OF SHEAR-WALL, PER , 5-1/�- ,IAX FIRST TWO STUD __ BEAM To POST. - I .. . TRUSS ENG.. REFER TO "EXT. WALL 1� - SLOPE TO MATCH ROOF 111-1 1, RIDGE CRIPPLES - 2_x4 #2 SPF 0 2' O/C (MAX HEIGHT = 6'-3"*). 1 # . ,I' I I 11 INTERMEDIATE FLOOR INTERMEDIATE SHEAR L �,��,�­ � ASSOCIATED TABLE. SPACE . MATCH 11. . 2x4 #2 $YP "X" BRACING. LOCA 0 PEAK &SPACE STUD SCHED.* ON STRUCTURAL 11 11 11 L *IF 1x4 T-BRACE IS ATTACHED TO CRIPPLE wl .131x3" NAILS 0 4" O/C (MAX HEIGHT = W-10"), . . I �_� " - I EQUALLY EACH WAY AS SHOWN BELOW. EXTEND *X" L DRAWING, USING WEB LENGTH/HEIGHT 2x STUDS CONTINUOUS FROM FLOOR I " . TO"TI-STORY %�L�',"­ , BRACES INWARD MIN. 8' FROM GABLE WALL AND . I.L.O. >HEIGHT. DOUBLE AND/OR . L SYSTEM TO UNDERSIDE OF DBL TOP > *IF 2x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .1310" NAILS 0 4" O/C (MAX HEIGHT = 1l'-2 ). I '' C ( FRAMII . PER L I I I . ,t!.! I , 11 L SYSTEIIA-APPLICABLE FASTENERS, PER DETAIL �2� . L] - '1� . I_---I I -- .1 4-:-" ADJAC NT ;1 IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ (3) .131xY ry I LOW-CARBON STEEL A/STI TABLE. TYP. 71 %B t " BUILDINGS ONLY. , I .-�,-&-L - -POINT*/(3) ,13lx3* TRIPLE *L*91'rs* AS REQUIRED TO ASSEMBLY (O OUTLOOKERS). SEE L - I L. i. T L I . I I L I 1. :... ..-.-.-.--- _41------- I _T____I---------- - I SIZE ADE/ TOP ME*ff- �_, ,­ .CING. MAINTAIN MAX a/c SPACING WHEN STRUCTURAL PLAN. ' FR . I CD D " I I , I ------i . SPECil FROM 2 4 4 1 NAILS FM EA SIDE OF "X" BRA MIN. (3) EVENLY TOE-NAILS TO EACH TRUSS TOP CHORD. r , L . -_ \ STUD :HEDULE, POST/8 'P x POST D *X* BRACES PER GABLE END, WEBS EXCEED SPACING SHOWN ON L I L TIONAL, 11 . I T# T L SPACING: I I 11 ATTACH CRIPPLES TO RAFTER OR RIDGE w/ (3) .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w/ (3) .131xY TOENAILS. (/� f .L I ROD. (OP 'D 11 I A ER HAN 0 OR MAX. *X* BRACE §Rff*VbF-TOP CHORD GABLE R ENGINEERED ROOF TRUSSES QR - USE MIN. 2x,8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). , = , . I OCATE AS REQ FA WOOD,a, 2) MSTA30 WA24) iOd . I; ED <112 PITCH - 8'-O"o/c TRUSS I RIDGE . I .,I SHE, :ONNETOR SCHEDULE ON S-SII- I NTIONAL RAFTERS/JOIST. Ij I I WOOD-Tie RODS - ,�"dla. Tie \ - S 0 L TI T C I Ir 11 11% NAIL RIDGE ENDS TO COMMON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END wl (3) .131x3" TOENAILS. I L I I - I ) - � SILL > / . E R NO EN 4NE& 1'. INTERMENATE SHEA STENERS, PER . S SUPP UCT_ . . 1/2- dI - I �_O;;' YOD PROD . USE P�#2 1 %2 <342 PITCH - 6'-O"o/c 01 . I A307 THREADED STEEL RODS u.N.O. ROE/ NAILS NAILED TO PLATES P 6.6 POST. (U.N.0 ON 0 1 7/16* THICK (MIN.) APA- L L I ('ATR-) LOCATED AT WOODOTie ANCHORING RODS . AND BLOCKING ON INSIDE STRUCTURAL PLAN) Ff= 008M TECO-RATED WALL SHEATHING. I RFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. 0 1 1 It - . TRDTN'L MTL CONNECTORS I FACE OF V LL I L '7 I � �_ I " CORNERS. EACH SIDE OF EXTRA ROD REO. FOR SHEAR-WALL HOLD DOWN IN I N 7=% 0 N N '7 MATCH NAIL SIZE/SPACING � __ SEE TRUSS DETAIL "VALCONVF1103" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. . I �I - . . OPENINGS LARGER THAN 6'. ADDITION TO ANY RODS USED FOR UPLIFT. .1 L I -�� DESIGNATED FOR WALL BELOW I I I I . I I I L . ,4 1 1 1 1 In INDEX" SHEATHING 1/4" FRO�, L . ---- IN I' I EDIATE AND 6'o/c (EXT. WALLS) or I I L I . . Z 2x4 #2 SYP LATERAL BRACING _/ GABLE. BLOCK ALL PANEL EDGES. --, ______ I , � SILL PLATE 4'o/c (INT. WALLS) I POST w/ (3) .131x3" NAILS INTO EACH I MATCH EDGE NAILING I HOE PLATE F_, . 7 I MATCH EDGE NAILING BOTTOM OF S . . / BALLOON FRAMED . MOISTURE PROTE : .0 r SHEAR I THEREAFTER. SEE DETAIL I TO SLAB CONNECTION WITH -.----. #2 SYP -CATS-0 < X I I . BEAM TRUSS BOTTOM CHORD. MATCH ** BALLOON FRAMING MAY BE USED WITH PATTERN FOR X CONTINUOUS PATTERN FOR " 2x4 CREATE OVERLAP ONTO DOUBLE� V . I I F/ST1 FOR USE AT ENDS OF 8d COMMON HOLD-DOWNS - EACH END OF EACH SHEAR-WALL SEGMENT I L TOP MEd, OF ABOVE ABU44 OR ABU66 W/(12) 16d CONNECT END OF LATERAL BRACE TO SPECIFIED SW(BEL 12"o/c ATT . "� . 11, SEE TABLE FOR .. & ATIR OR (1) HTT16 & ATIR. SPACING & LOCATION OF EITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW(BEL RO TOP >OF PLATE 0 TOP OF WALL,, 11!" APPROVED S. SHEAR-WALL NAIL SPACING ADJACENT *X" BRACING. ��� 121 H2.5's, H5's OR EQ. FRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN TOP ��k SHEAR-WALL TO ADJACENT, . AT SHEATHIN TOP 1i TOP )�S W/(4) 12d [If Uj I OUTSIDE FACE OF SHEATHING TO ; - Ist-FLOOR SHEAR-WALLS 2nd-FLOOR SHEAR-WALLS . POST/kAM FRAMING MU5-T BE CONTINUOUS FROM THE INDICATED PARALLEL TRbSS. ADD .131 CHORD OF INDICATED /_COMMON NAILS & BE FLUSH- W/SLAB EDGE,' "-r2 I DESIGNATION PANEL PANEL TRADITIONAL WOOD*Tie TRADITIONAL WOODerio . f . 2x STUDS CONTINUOUS FROM ATTACH BOTTOM CHOR FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. x 3* NAILS FROM TRUSS BC TRUSS CONNECTION, / ATTACH TO EACH I 11 I .. I . EDGES FIELD I HARDWARE RODS HARDWARE RODS I r I FLOOR SYSTEM TO BOTTOM CHORD TRUSS TO TOP >ASSEMBLY W/ ADJACENT, AND CONNECTED TO, TO THE TO 2x AND FROM 2x TO -" SPACING, I 11 /;,ADJACENT TRUSS W/ LL_ I I (L)_1 L' .. 1% , 11-1 . ..P- . .. . . I b . 1. 1. OF GABLE TRUSS. SEE I .131x3" TOENAILS 0 6"o/c & EITHER UNDERSIDE OF THE OUTLOOKERS ABOVE. tE A T3) Od COMMON I I I . .ft***\ -,�, FASTEN STUD PLYS . .. . I 0 ... � . I __.. __ . SW WALL SEGMENTS >-15' LONG: WALL SEGMENTS > 1:2) CS1t's ACROSS WALL SEGMENTS > . . . ;1 1. . STRUCTURAL PLAN. - GABLE TRUSS IS USED. IT MAX BE APPLIED TO L NAILING PATTERN FOR L E NA LS. Vol I I I I %.N ENCLOSED 6*o/c 12"o/c NONE REO'D.L WALL 15' LONG: NONE FLOOR SYSTEM TO 15' LONG: NONE - - TOGETHER PER DETAIL .� . . ,\,\�\\,�,\\�I\\ MSTA12 STRAPS 0 48"o/c OR LTP4 THE INSIDE OF THE WALL STUDS AND THE B.C. I I I I I PLATES 0 32"o/c, . SPECIFIED SHEAR-WALL. 2x I.- SIMPSON -AT" (ACRYLIC.TIE) Z (0 - . I I - SEGMENTS < 15' LONG: (1) REQ'D. WALL HEADER OR STUD REQ'D. WALL D-ST1, ..4> . �",' . I PLATFORM FRAMED . - D WITH (3) .131 X 3- ENG. TRUSS ENG. TRUSS I_ENG. TRUSS , L L I ry _C: 2-PART EPDXY, INSTALLED ' ,:6 W _j FOUNDATION - HTT16 OR (1) PHD2 SEGMENTS < 15' COLUMNBELOW */ SEGMENTS < 15' L � -ENGHT OF SHEAR-WALL. I __�_�.- , I , :2 " _j -STYLE . PARTIALLY . I'll - Y 0 4'o/c IN (2) STAGGERED ROWS. *4 - I AND THE T,C, TO THE TOP PLATES W1.131 X . MONOLITHIC LONG: (1) .�"dio LONG: (1),�dio I L PER MANUFACTURER'S .6 < 6*o/c 8"o/c \��/\�, 1;11�I so BOTTOM CHORD OF GABLE TRUSS MAY BE SHEAR-WALL - CONSTRUCT <, . 0 L FOUNDATIO ENCLOSED HOLD-DO" AT BASE L /// �� FLAT, SLOPED, OR COMBINATION THEREOF, IN PER SPECIFICATION. EITH I 10- INSTRUCTIONS. .. 11 . , . W F: -3: - N SHOWN WOOD* e ROD WOOD*Tie ROD , I I IF Ist OUTILOOKER IS PER SPECIFICATION. EITH < I L - - I FOR CLARITY, SEE I. V\1 FOOTING (SEE I - VERTICAL WALL FRAMING MM I I 0 I M4 SW2 (1) HTT4 OR (1) PHD2 (1) X"dio (2) CSI61 ACROSS (1)Vdio III L I 11, ALL INSTANCES. >32" FROM FASCIA OR BOTH SIDE(S) MAY BE EDGE OF 2x NEED NOT OR BOTH SIDE(S) MAY B . M _3 M I SHEET ST2 FOR ENCLOSED \ FOUNDATION PLAN FOR BE CONTINUOUS FROM FLOOR BELOW TO TOP I BOARD, DOUBLE Is( SHEATHED, SHEATHED. I... Uj 0 L'i I APPROVED FOUNDATION 4"o/c 12"o/c WOOD*Tie ROD FLOOR SYSTEM T WOOD*Tie ROD SIZE) I PLATES IMMEDIATELY ADJACENT. AND - I . 40 . �_ =+ - OUTLOOKER ONLY, I III BE FLUSH WITH EDGE .1 . . 0�<6 V) I TYPES/STYLES, � I CONNECTED TO, BOTTOM CHORD ABOVE. 0* OF TOP >. ry 0 1 *1' . �_ 0 L I I I E I . . . .< M =, ,. PARTIALLY COL. BELOW*/ Ist I I I I . I '1� . M - 4"o/c B'o/c L FLOOR HOLD-DOWN & BEAM THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A L THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A D M L I , . . %J .0 I AT BASE SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA 0 1 1 1 , . . - I I I . - 16 Swi (1) HTT5 OR (1) PHDIS (1) %"dio WOOD*Tie (3) CS16's'ACROSS (1) %"dio WOOD'ITie CHANGE IN PLATE HEIGHT FRAMING DETAIL U.NO, I I AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE L AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE , I I __ .. I MIN. 2" EDGE I . 1 ,6\ * SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON ENCLOSED 3-o/c 12.a/c ROD (MATCH HTT22 FLOOR SYSTEM TO ROD I NOT To SCALE . @ NOT TO SCALE L . L SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL L SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL . I -4;�- 0 DISTANCE .. . zj ... S-SHEET(S) FOR SILL PL,-TO-FOUNDATION I EMBED./EDGE DIST.) HEADER OR STUD (MATCH HTT22 (P TYPICAL GABLE-END FRAMING DETAIL - U.N.0 SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL I SHEATHING. THIS DETAIL IS NOT APPLICABLE,WHEN CONVENTIONAL I U_ W . .1 . <- L _H . I I ROOF FRAMING IS USED, . ROOF FRAMING IS USED. I I . . . ACHORAGE WHEN USING,WOOD*Iie RODS. w/ 3"0*44" COL. BELOW*/ Ist EMBED./EDGE DIST.) I . -_ - - NOT TO SCALE L I . I U In- I g 6 0 : L I I I . PARTIALLY 8"o/c ROUND-HOLE WASHE FLOOR HOLD-DOWN w/ 3"x3%Y4" FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING , (9 . I . I I I . . I Lo I . . .. I I ENCLOSED Y.1c . AT BASE SUM CLN'G DETAILS FOR MAXIMUM a/c OPTLQN 11 OPTION #2 OVEL I B � L I I I I I WASHER _j I DIAPHRAGM, REFER TO REPORT ICC ESR SPACING OF BRACING. EXTEND HEADER TO KING STUDS . INTERIOR SHEAR-WALLS RUNNING PARA.LLEL TO TRUSS ABOVE INTERIOR SHEAR-WAI RUNNING PA L TO TRUSS AB D qt I 0 WOOD*Tie DETAILS & SPECIFICATIONS * - MIN. (15) 8d NAILS EACH END OF EACH STRAP, - 1338 & ESIR 1046 'GYPSUM BOARD I L I I , I I I ST1 N& TO SCALE , L I I INTERIOR & EXTERIOR APPLICATIONS.". SEE H.I.B. '91 and BCS1 1-03 1 . I L L I I I . I . ,V.- C) I I. 11. ILI � NOTES: 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16* THICK APA OR TECO-RATED WALL ALL UNDER-EAVES (SOFFIT) ro FOR ADDITIONAL ENGINEERED KING STUDS PER STRUCTURAL r MATCH EDGE NAILING HING - Q:f $ L I SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. BE EITHER VINYL SOFFIT WOOD TRUSS HANDLING. PLAN. EXTEND ONE KI A ... 0 . ------- ----% - . U .1� I L MATERIAL, RATED & INSTALLED L, L.- 00, INSTALLATION AND BRACING NO TO TOP 0 1 . . . . . . SPECIFIED SW(BE 2x4 #2 SYP NAILER TO I . � ,0,- - �x � -- I I �;,. . . 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12%12" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. 'OF HEADER. INSTALL REMAINING ... . . . : I � , I , I ' le ___7 DETAILS & INSTRUCTIONS. HEADER PER STRUCTURAL PIL L I . . . . . 0 1 /-BOTTOM CHORD OF T FOR THE APPLICABLE DESI.,N zz� * AN. I AT SHEATHIN TOP I-- 0 0 �z ,��� .0 2x #2'SPF BLOCKING, AS REO'D FOR RADIUSED-TOP 1 3) TOP PL. SPLICES IN SW1 & SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 48' LONG w/ MIN. (24) EVENLY-SPACED 10d NAILS. , PRESSURES FOR THE SPECIF1 I � +0 KING STUDS AS JACK STUDS AND __-7y-0 0 0 0 . . I I - 0 0 0 0 - 16' W/ 10d COMMON 0 3*o/c. I PROVIDE FULL-DEPTH / / / / / I / / MIN. 7/16- THICK WALL WINDOWS. W/(2) .131x3" TOE-NAILS PER END. L. 4) AT LOCATIONS "ERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED. ADD (2) MSTA24's (ONE EACH SIDE OF >) CENTERED ON APPLICATION, M %" THICK 1_' -11 Ix4 SYP NG STRAP EACH JACK TO HEADER ON - . CHORD OF INDICATED MAX BLOCKING BETWEEN JOIST/ / / ::�-� / / / , / / . V) IN ,v-- Uj SHEATHING OR STRUCTURAL !,� 4' HEADER, ADJACENT TO I . EACH SPLICE. - 1�� UNSHEATHED SIDE w/(1) MSTA24 0. - -1�* - - 0 0 0 0 0 0 - TRUSS CONNECTION. 7/16" THICK (MIN.) (24/16 1 - ( (MIN.) APA- OR TECO-RATEII QEL w/ (2) 10d TO EACH TRUSS. __< . -- 0. . 4 SPAN INDEX) APA- OR TRUSSES ABOVE 1st STOF / / / / / / I / / . I . . . SHEET-SIDING w/(1) ROW OF 8d # 2' 1 TOP PL. - PER CALL 1 5) SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR SHEATHING w/ 6-/6-o/c - > DO NOT SPLICE - OVER PER PLY. -----,a 0 .,x I I .0 a 0 1 1 TECO-RATED WALL SHEAR-WALLS. ATTACH . NAILS 0!"a/c AT TOP OF 1<,',�' A OUT ON STRUCTURAL, 0 TOP PL.-TO-HEADER 0 SHEAR-WALLS WITH MINIMUM ATR EMBEDMENTS(INTO LINTEL OR TIE-BEAM) INCREASED TO 12" FOR 1/2*dio AND 15* FOR 5/8"dia RODS- 6d NAILJNG. BLOCK ALL JOINTS MIN. (2) TRUSSES. . IT . L I D I SHEATHING TO BLOCKING I,- I - `�-, EXTEND BRACING TO END OR I 11 I I *111 ENG. TRUSS - SHEATHING w/ 3"o/c 8d / / /� / / / / " / W L SHTN'G (IN To TOP >) AND AT ).�,4X PLtN, I I I -WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM . I �Z� 0.,o 0 .0 0 16" MIN. FORI STORY w/8d NAILS 0 6*o/c AND L R I, - . MAX. 32"o/c. 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR UNSUPPORTED PANEL EDGES. � -_ -kED WALLS & ATTACH. / 01 001 ATTACH SHEATHING BOTTOM OF SHTN'G (IN TO HOR., , F I � _,�. . I ABOVE. REFER TO DETAIL W/ST1 FOR OPTIONS.. L . I I NAILING. BLOCK ALL I BLOCKING TO TOP PLATE / / / / / / / / DESIGN 11 � I I . . % III _� Ill.- I 0000 .. I 1 24" MIN. FOR 2 STORY i ­ , . I � - . FASTEN SHEATHING TO HEADER W/ . UNSUPPORTED PANEL NO ADDITIONAL PL.-TO-HEADE I - I ;.� . I ... 0. .. I TO NAILER W/8d EDGES w/ 2x BLOCKING. I wl 0.131"x3" TOE NAILS 0 -_____. � CONNECTORS REO'D w/ TR SS I I \,�- -7 � _L �t 8d NAILS IN-3' GRID PATTERN AS COMMON 0 3"o/c. 4"O/C IN (2) STAGGERD A . DRAFT MEB U�R I .L I .13lx3* TOE OR I I L . 0 00 0. ­ ROWS, 00 UPLIFTS <1,000#. FOR HIGH r - --,�_, END-NAILS 0 KING-STUD TYPICAL SHEAR-WALL ASSEMBLY DETAIL F"_� SHOWN & 3 a/c INTO ALL FRAMING I " SHEAR-WALL - CONSTRUCT I I I UPLIFTS USE CONNECTIONS AS - ___ --__U__ _ NOT TO SCALE L 00011�0. MEMEBEIRS(STUDS. BLOCKING. AND IOQ 00 PER SPECIFICATION. I I L . I I .. SPECIFIED ON STRUCTURAL PLA . .�. __- . -t- - I ,_TO HEADER. 2x6 HDR. I AILS OR #6, 1-.Y4- '*'--If CONTINUOUS BRACING IS FASTEN TOP PLATE xd .. SILLS) (TYP). C 11 . so IF THE INDICATED I SHEATHING BE ON OPPOSITE DOU13LE TOP >OF I L i I RYWALL SCREWS. � I I I .. N* . L I \ \ USE (6) NAILS, 2x8 & (9 I I�D APPLIED TO THE BOTTOM OF THE HEADER W/(2) ROeT,O---,,/ .0 00 .. I TO TOP >'S W/8d SIDE OF WALL OF BOTTOM WALL I I I , . - OR -./ I �,,`" WINDOW HEAD - APPLICABLE ONLY \\\\ 2x1O HDRS. USE (9) . I I I TRUSS BOTTOM CHORDS MAY BE-1 . BOTTOM CHORD (AND. I OF 16d NAILS 0 3"o/c .0. .. I . :10 11 Oi NOT PROPERLY COMMON 0 3"o/c. CHORD NAILER. I L . L .1 31 x3" TOE I \ NAILS, 2x12 & ENG. L (TYP). INTERMEDIATE (NON-CORNER) L 00 CAST-IN-PLACE AT I ",_� SCALE N.T.S. END-NAILS 0 KING-STUD ! WHEN WINDOW DOESN'T ATTACH \, WOOD HORS. USE (12) (1) WOOD*rie ROD ADJACENT TO BRACED BY EITHER METHOD - SUBSEQUENTLY. THE GYPSUM CLN'G I .... 00 PORTAL FRAME DETAIL. MATCH I 1.1.1 FOUNDATION POUR, THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A I I TO HEADER. 2x6 HDR, USE I DIRECTLY TO HEADER. SEE TABLE FOR STUD POSTIF PORCH BEAM IS THE CONTINUOUS 1x4 BRACING IS ATTACHED TO THE BRACING 0000 .� TYPICAL. SEE STRUCTURAL P I 0 I+ THEY MAY BE I . SIZE Ot CONNECTION(S), \ NAILS.. TOP PLATE MAY BE NOTCHED TO (SHOWN AT RIGHT) OR THE RIGID RATHER THAN DIRECTLY TO THE FOR ADDITIONAL INFORMATION, .1*1 SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA .TRUSS-TO-> CONNECTOR: (6) NAILS, 2x8 & 200 . \ CONVENTIONAL LUMBER (2x8. 2x1O, I TRUSS) THE MAXIMUM a/c SPACING MAX. �., REPLACED WITH HTT22's SEE TRUSS SCHEDULE I HDRS USE (9) NAILS, 202 ­ __._________j 202, ETC). (1) WOOD*TIE ROD ���,,, ALLOW PORCH BEAM TO BE LET IN TO . . I CEILING DIAPHRAGM (SHOWN AT .,�. HEIGHT I 11011=_. CONNECTORS, ETC. ,III-.--a-.-IIII! ** AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE DATE 7.7.2015 . ���,,, OF THE BRACING IS 24'. STRUCTURAL PLAN. - --_21FIC,d: I --D SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL TYPE (DTL A/ST1) I . * L , I 00.0 - I - ,`�_,11 - __f::_L____I I 01or 6 L1. - & ENG. WOOD HORS, USE 1. - ==�d_r 1_.�____-_____ \-(1) MSTA-SERIES STRAP . ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT(1) 2x4 #2 SPF + LEFT). 10' L L (12) NAILS.. I �I . � 0 LACA JACK-STUD TO PORCH BEAM IS ENGINEERED LUMBER . POST IS ADDED TO EACH SIDE OF . UNSHEATHED SIDE w/ 1/8. 11 FOR A PANEL SPLICE (if needed), . I " EMBEDDED STRAPS SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL STUDS / SHEAR WALL . �_t I I JOB NO. JOB I . HEADER, 2x6 HDR. USE ...0 00 .. . ROOF FRAMING IS USED. I 1. INTERMEDIATE WINDOW HEAD 12" STRAPS, 2x8 & 200 (LSL, LVL, PSL, ETC.) . RT TOP >. IN GYPS IM CLN"G DIAPHRAGM METHOD . AaNG METHOD (1) MSTA24 PER PLY, ,0.0 0 0\�111_PANEL EDGES SHALL BE BLOCKED, MUST 13E INSTALLED w/ FRAMING PER ,PLAN L � I -41 ' � APPLICABLE W/DETACHED E I ADDITION, (1) WOOD*Tie ROD SHOULD I & OCCUR WITHIN 24* OF L I 001 I'* ADDITIONAL PC. OF #4 L P'%'w NA WOOD*Tie ANCHORING RODS, PER--/f�j , TRANSOM(S) ONLY. SEE TABIL:/ HORS. USE 18" STRAPS. . BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN 00 O' -HEIGHT OF WALL I ool REBAR PER SIMPSON OPTION #4 SQ.FT.- DETAIL B/ST1. EACH SIDE OF ", 2x12 & ENG. WOOD HDRS. I 1 7/16' THICK (MIN.) (24/16 SPAN '10 MID 100 INSTRUCTIONS. ** OPTION #3 L . INTERIOR OR EXTERIOR LS RUNNING I I FOR SIZE & CONNECTION(S). USE 24' STRAPS. .- PORCH BEAM AND (1) MSTA24 SHOULD USED WITA *PARTIALLY ENCLOSED" BUILDING TYPES) . INDEX) APA- OR TECO-RATED 6. a .. L .1-1 I INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE . EACH OPENING. "THIN 2" OF 4""j I L I BE ATTACHED TO(1) SIDE OF EACH STORY 1. ,-:I S ABOVE W/ HEEL OR . Pf ect Engineer: . JACK-/KING-STUD ASSEMBLY. ". �i W I INT. WALL SHEATHING. BLOCK ALL I--,"---- ,_.----'-16* MIN. FOR 1 101 1*1 -6- 1 00 22 /.. 24' MIN. FOR 2 STORY 100 .01 VERTICAL WEB 6" TO I' . oft L JACK- & KING-STUD(S) (1) SPH4-6-8 CONNECTOR TY�IQAL 130TTO BRACING & SOFFITS DETAILS UNSUPPORTED PANEL EDGES w/ __,"..", 0. _D I I L 1 7 1 ,1 - . PER CALLOUT ON ., 0 SINGLE JACK-STUD TO . I I 2x BLOMNG. HORIZONTAL L .1.11 . I STHD14&SHOWN I I X I I TO IN PROPER . I L . I STRUCTURAL PLAN. HOE PL USE (1) LTT208 PORCH BEAM MAY BE NO . (P 401 SCALE . APPLICATION REO'D w/ STUCCO ,0----*14 1/2* dio. ANCHOR BOLTS L I I APPLICATION WITH . 1. I L . . L I E . � I . 0 DOURIF JACK-STUDS TO AROUND TOP PLATE PROVIDED EXT. FINISH. .9" ",,,-W/ 7" MIN. EMBEDMENT& I L lizab&A. Woodward, PE . WINDOW SILL - SEE TABLE FO FOUNDATION. USE (1) 1 (2) STHD14 - EMBEDED, 2%2"x3/16" WASHER (TYP), I I CURB WALL - FLOOR I I I I k SIZE & CONNECTION(S) . HTT116 0 TRIPLE (OR MORE) THE TOTAL DEPTH OF THE - - STRAPS 14" INTO 3ply 2x( ) #2 SYP I I PLACE 2x4 RIBBON MARD SHEATHING I PrtssionaNlEngineer INTERMEDIATE SHEAR--, .. - BEAM IS >9-1/4* UNLESS I I I I I "EMBEDMENT LINE" L FASTENERS, PER SILL PL. I , WINDOW(S) AND JACK-STUDS TO NOTED ON THE STRUCTURAL � FOUNDATION. USE _,-- PT SILL >. I I AT BASE OF CURB FOR FLOOR AND .. I I L L 6nse o. 61947 SCHEDULE ___ ___ OOR(S) SHALL BF+ 2------- FOUNDATION. I. SHEET. 1 I I I . STHD14RI WHEN LOCATED ji . t, WALL. SHEATHING - TRUSS TOP CHORD F - .+ _� - I . I I INTERMEDIATE I AT A CURB WALL (DTL - I I . � ATTACHMENT, FLOOR >� 11 . ON S- -I-__ .-__n . �--r-i-----r I 2/ST2) AND BEGIN I -C I TRUSS BEARING L L TRUSS :2 HEEL/END VERTICAL I _.:�11 - FRAMING MEMBERS '! : I NAIL POST TO PORCH I . *EMBEDMENT' AT BASE OF `,�19 L 9, I I I OF TRUSS -- I SHEET(S). �� 'I ATTACHED 10 / . I I APPROPRIATE II I ANCHOR BOLTS PER , . � 04 CZ . I tti'_,�:,_ I.1 I I . ILI . . It I. 1A DETAIL A/STI, TYP. . HEADER W/ (1) ROW OF I- --_� I I r �___j -� . C_1> . � 11 11 II WITH APPLICABLE .1310" NAILS 0 2" O/C. I REO'D PLACEMENT FOUNADTION PER STRUCTURAL PLAN. WALL FRAMING - 1% -_ 10d 0 6"o/c FROM CONT. I r6550 ROOSEVELT BLVD. MANUFACTURER'S . - ROOF SYSTEM M OF OPTIONAL (I.L.O. I ) ---m 2x4 TO 2x4 BLOCKING . INSTRUCTIONS & L I . - I I M STHD14's) HTT22's � � � I I I C*CKSONVILLE, FL 32244 1 1 DIRECTIONS. I - a . r . r , I . . I ,I . I . I � I < I r>zl I "ill PORTAL FRAME DETAIL I �__­­­1 I HORIZONTAL 2x4 SPF #2 . N.211 (904)680-6279 . WOOD*Tie ANCH,"�RING RODS TRADITIONAL METAL CONNECTORS PORCH BEAM, SEE \_2x #2 SYP TOP > I L L 25. I - (2) ROWS OF;131 x (9 NOT TO SCALE I L I I ING ­__ I L I I . DETAIL I '_� C STRUCTURAL SHEET FOR-/ L I I I %" THIL CK (MIN.) APA- OR _/ PLAN VIEW OF CORNER Y NAILS 0 6 a/c I - I G� SHEET EXTERIOR WALL-OPENING HEADE',OR SILL 130 PH,EXPOSURE B. MINIMUM SIZE. SEE STRUCTURAL PLAN, TECO-RATED SHEATHING w/ - I ' MEMBER MAXIMUM SPAN/01"fNING FOR . I 1 4�� FOR STUD SIZE/SPACING I 6"/6"o/c 8d NAILING. BLOCK . I >< I FiEL OR END a -9 Is * a I.,,� 0 , * X 11 R GIVEN WALL 40GHT . I CONNECTION REQUIRED REQUIREMENTS. ALL UNSUPPORTED PANEL EDGES - -2 2x CHIMNEY FRAMING �_J_-M--N_ VERTICAL OF TRUSS ---- -� - __17rf___ .- --- -.,,-,/--.7Z- - (3) .13lx3* NAILS TO EACH # EQ'D AT ENDS I i , ; . 0.2,SPF 8' .,I 12' OF PLYS TO W I/2x BLOCKING. .� . � I TRUSS VERTICAL & 0 6*o/c I 0 1 --MEMBERS - SEE STUD MIN, 7/16- THICK (24/16 SPAN , 0 1 1-2X4 5'-11" 5*-7" 5' 3" - -10" -0.131 X 3"TOE NAILS .1, I MATCH HEADER. STUD POST SIZE 2x SYP BLOCKING w/.13 " __� TABLE FOR SIZE. SPECIES -----�� IN ) -RATED WALL , 0 ".1 , . .4 /-/ \,,,_.I3Ix3- NAILS TO 2�_-.L-_�L_ . __� , I � 5� O" 4' 4 1x3 , -____ � __ I . -----------AND GRADE TO MATCH WALL STUDS L __ & MAX. a/c SPACING - DEX APA Ok TECO " . INTERMEDIATE BLOCKING. AD I - 2-2X4 8'-4" 6-0.131 X 3"TOE NAILS. .. L NAILS 0 6"o/c TO TOP OF TOP SHEATH CHIMNEY wl 5/16* ( L � L D TO FRAMING * /I a _jm /0 I .-.-.--.--.--.----- I _= �5. -T 6.- ...- UNLESS NOTED OTHERWISE ON HARDIE w/6'/6" 8d OR - __ - USE OVERALL CHIMNEY MEMBERS &'BLOCKING 0 ALL I / 7 - I (1) MSTA18 STRAP W/(7) - - _::.�L L HEIGHT FOR >HEIGHT. I .11 . . 1Od/END 0 EA. SPLICE (CONT 1-2X6 8'-?* .a 2" I /-9" 7' � -0.131 X!3"TOE NAILS L I A STRUCTURAL PLAN. CONNECT PLYS . 7/16" APA RATED PLYWOOD --M--M--A UNSUPPORTtD PANEL EDGES � - . '-8"1 11'_0"i 10'-6"1 10'-l"12-A35'S W/8dX1 �'NAIL PER DETAIL D/STI. EXTERIOR WALL Y_ w/6"-12" a/c. 8d 2-ply 2x*s AT CORNERS. 1�i I NAILING PER CALL TABLE ON ,/// �z I 2x4 MAYBE OMITTED IF (1) ec' '1111 Iq DETAIL F/STt / - / /A-1 /I MSTA18 IS USED FROM A L 3 of 4 . �OR CALL OUT ON , z . I -RIOR WALL...OPENING HEADER OR SILL 130 MPH,EXPOSURE C. EXTERIOR WALL-OPENING HEADER OR SILL 130 MPH,EXPOSURE D. IF THE HOUSE IS TIED DOWN USING . L I I TOP VIEW I STRUCAJRAL PLAN. -. . "-241 . /. I - I A . BLOCK-TO BLOCK ACROSS EA. L . EXTE . - .. CONVENTIONAL STRAPPING, REFER TO THE , I (1) MTS12 OR (1) MSTA18 "`_ I TRUSS) L MAXIMUM SPAN/OPENING FOR MAXIMUM SPAN/GPENING FOR STRUCTURAL SHEET AND DETAIL N/STI FOR � - _ - - . I 2x4 #2 SYP BLOCKING BETWEEN STRAP FOR A SQUARE L MEMBER GIVEN WALL HEIGHT CONNECTION REQUIRED . MEMBER GIVEN WALL HEIGHT CTI DETAILS. I L TRUSSES BELOW CHIMNEY WALLS CHIMNEY & (2) HTS20-S OR TRUSS-TO->CONNECTOR: 1"��I 1,1111L. REQ'D REQ'D --- AT ENDS I wl(4) .13110" TOE/END NAILS . `DOUBLE TOP >OF WALL 40.2,SPF 8' 9. 10, I 11, 12' NO.2,SPF 8. 9, 10. 11, 12' 1 1 IN LIEU OF WOOD PANEL SHEATHING. CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR AT EACH END OF BLOCKING TO \1 (2) MSTA24'S FOR A SEE TRUSS SCHEDULE FOR :$00 . RECTA GLE CHI NEY 0 EA TYPE (DTL A/ST1)_/ I ---.---..-----.-.--. ______------. ----.--___---.-------...-.___ CORNER OF CHIMNEY TO 1 7--l" C-13" 6'-2" 5'.-7- 5-2- 6-0.131 X 3'TOE NAILS 2-2X4 6'-2" 5'-6- 5'--O" 4'-6" 4'-2' 6-0.131 X 3"TOE NAILS L AT CORNERS OF RECTANGU - RAFTER/TRUSS TOP CHORD STUDS / SHEAR WALL 4_F� ** INSTALL WALL SHEATHING PANELS I . 2-2X4 11- - - S-5" 4-0.131 X 3"TOE NAILS -2X4 4'-2" S-8- S-4" S-O" X 3"TOE NAILS BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. CHIMNEYS. USE 2x8 (I.L.O. 2x4) "'N� L___I I _____ OR 2x4 BLOCKING BELOW. FRAMING SEE STRUCTURAL PLAN. RIOR SHEAR-WALLS RUNNING I WITH LONG AXIS (8' LENGTH) �� I 1-2X4 _-�'-O" 4'-B 4'-I S_9�L 1 2'-9' 4-0.131 R. - LAIR OPTION I 1-2X6 7'-4 6*--11" 6'--2" 5'--7" 0131 X 3'TOE NAILS 1 2X6 6�-2" 5'-6- 5'-O" 4'-6" 4'-2- 0.131 X 3*TOE NAILS I . I 1><]� 175"-zl I INTERIOR OR EXTE EEEF 4"" . �_ I W/(8) NAILS/END (I.L.O. (4) ­ ====� PERPENDICULAR TO TRUSSES ABOVE I HORIZONTAL AT 24*o/c TRUSS I 2-2X6 �'10'--F 9'-6" 8'-6" 7'-9-1 7'-I-P-A,35'S W/BdXI I"NALS I__2L1-2_X6_4 8'-6" 1 7'-7- C-10" 1 6'-2" 5'-8" P-A-35'S W/8dX1 J"NAIL- 1�� I I NAILS). I - -W N I . END-VERTICALS -OR- BLOCK W/2x 1 . I . I . . 1% SIDE VIEW CHIMNEY FRAMING DETAIL I SHEAR-WALL BRACING DETAILS FRAMING TO PROVIDE MAX. 16"o/c . I L L 13() F-TEF;t­ THING. ** I - �� TYPICAL OPENING FRAMING DETAIL - u,N.0. I PORCH BEAM TO STUD WALL DETAIL, L I WRCH CEILING SHEATHING DETAIL (TYP) I ____--_-_ I �'11. . I NOT TO SCALE NOT TO SCALE I . NOT TO SCALE NOT TO SCALE NOT TO SCALE I I . . 9� .� 9 (i) I . � � I I ______ I I _� I I L I I L . __ ____ I - I - . L I 1 L I � I I I I I I � I Des' 11 11 - BRAC 2 11 [ ]5/ :[ _� I 1 0550 r100 I 4 IN\\T �l�OE\\ ri I , � ,\ A / I N - R U21' ___--i , _\_ _H ____� //// UIREMENTS. -SAWN) '�G REQ g I V ,\ ��> / I AYOU T OR R * ) Y_ ' SIZE & R -RS- ) \ kSTEN PLIES I I r4 - L M 4 WS TED I , 7 )R) )�6 /_ _ - __ 4 /. 11 11 11i-L � I ��/ v ��z =_1;;=(�,L -V_�_ .� I I 0 1 1 1 I I I I . . I L . �� L .0. . . . . I , " I .­ I I . I I I .. I 4 I . I I j I I . I L I I I � 0 . I I I I ,� L I . I . I I '. I I � -Almmmoft.- . � I . SEE ST1 FOR VERTICAL WALL CONNECTION. THIS DOCUMENT, ALONG WITH #5 HORIZONTAL. ASSOCIATED DOCU ENTS, IS AN 14 CONIC, SLAB W/ 6X6X10/10 WWF INSTRUMENT OF ENGINEER'S OVER 6 MIL VAPOR BARRIER OVER SERVICE FOR THE EXCLUSIVE USE SEE ST1 FOR VERTICAL WALL CONNECTION. 11CLEAN, WELL COMPACTED, TREATED FILL (TYP. VERTICAL REINFORCEMENT): 4" CONC SLAB W/ 6X6X10/10 WWF MAY BE USED #5 DOWELS 0 CORNERS & 24"o/c #5 HORIZONTAL. AT THE PROJECT TITLED HEREIN. OVER 6 MIL VAPOR BARRIER OVER LEDG ----- - - #5 HORIZ. 6" FROM END INFORMATION DERIVED FROM THIS AS BRICK _jE THEREAFTER - BEND 48" MIN. OF VERTICALS. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS DOCUMENT, AND/OR ASSOCIATED x OCLEE N, W LL COMPACTED, TREATED FILL SLOPE GRADE I ALL DOWELS 0 TOP & BOTTOM, DOCUMENTS, MAY NOT BE USED < SLOPE >- >- (1) #4 REBAR CONT. @ HEADER COURSE EMBED MINIMUM 6" INTO FOOTING @ CORNERS & INDICATED o/c SPACING #5 HORIZ. 6" FOR OTHER ORK S OR m 2� DIMENSIONS. ARE /48" INTO SLAB (GROUT ALL CELLS THEREAFTER - BEND ALL DOWELS 0 TOP & 72" —FROM END OF t :2 GRADE j PROJECT(S) WITHOUT THE 0 MIN. DISTANCES 0 BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. I I 1 4 1 STORY SOLID) 2 10/ VERTICALS V) DIMENSIONS ARE 044 72" INTO SLAB (GROUT ALL CELLS SOLID) EXPRESS WRITTEN PERMISSION OF V— MIN. DISTANCES #5 VERTICALS r I THE PROJECT ENGINEER IDENTIFIED C14 CLEAN COMPACTED 6"-- @ 24" O/C 1 , 00 U 71 1 1- r'�--I H 2 STORY 00 SAND FILL 6. BELOW. 0 2� A4.6. MUST BE INSTALLED w/ (TYP. HORIZONTAL TO 12 COURSES: 24"O/C REV DESCRIPTION W/O BRICK EMBEDDED STRAPS #5 VERTICAI S n1r SPACING Mirlm SLOPE OF (TYP. VERTICAL REINFORCEMENT): #4 DOW�LS 0 REINFORCEMENT): (2) ADD CLEAN FILL AND COMPACT 12 < 13-1/2 COURSES: 16"o/c GRADE !!� CORNERS & 48"o/c THEREAFTER - BEND ALL Wl.7(MW11) LONGITUDINAL 0. 3 REBAR PER SIMPSON (M LIF 13-1/2 < 15 COURSES: 8"o/c ADDITIONAL PIECE OF #4 2 (TYP.) DOWELS @ TOP & BOTTOM, EMBED MINIMUM 6" WIRES SPACED @ 16" O/C. W/ BRICK 111-11 L INSTRUCTIONS. ** INTO FOOTING /12" INTO SLAB (GROUT,ALL PROVIDE HORIZONTAL > MAX. STEMWALL HEIGHT: (5) ELLS SOLID) REINFORCEMENT WITHIN 16" 8" CMUj FILL ALL CELLS SOLID. 3 1 STORY FOOTING SIZE 1 STOR w/ 3,000psi GROUT. W/O BRICK 12- WDE W/ (2)#4 OR (2)#5 CONT. 8" COURSES. FOR WALLS > FOOTING SIZE OF TOP AND BOTTOM OF ADD CLEkN FILL. AND CO PACT W/ BRICK 20- WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) #4 W/O BRICK 16"xlO" W/ (2)#5 CONT. OR (2) #4 4 2 STORY (5) 8" COURSES HIGH USE W/ BRICK 20-00" W1 (2)#5 CONT. OR (3) #4 MASONRY STEM WALL. 41r- 1 12" AX.) LIFTS. LAP ALL REINFORCEMENT MINIMUM 40 W/O BRICK 16- WDE W/ (2)#5 CONT. OR (3) #4 DETAIL 1A/ST2 OR 1B/ST2 2 STO Y DIAMETERS AT ALL JOINTS. W/ BRICK 24" WIDE (INCLUDING LEDGE) W1 (3)#5 OR DEPENDING ON WALL HEIGHT. W/O BRICK 20"00" W/ (2)#5 CONT. OR (3) 8" CMUj GROUT ALL CELLS -HEIGHT. The W1 BRICK 24"00" W/ (3)#5 CONT. OR (4) # #5 HORIZ. NEAR MID #1 SOLID. MAX. (10) COURSES. 4IMI CASTILLO f"`�l TYPICAL FOUNDATION DETAIL TYPICAL FOUNDATION DETAIL ADD CLEAN FILL AND COMPACT (TYP. HORIZONTAL #5 HORIZ. @ EACH Im kLT 2 �OT TO SCALE NOT TO SCALE REINFORCEMENT): (2) IN 12" (MAX.) LIFTS. r -4th CO RSE Wl.7(MW11) LONGITUDINAL Group STANDARD FOOTING SEE DETAIL BELOW WIRES SPACED @ 16" O/C. A Florkla Co"ration PROVIDE HORIZONTAL r Designers EMBEDDED SEE ST1 FOR VERTICAL WALL CONNECTION. REINFORCEMENT WITHIN 16" OF STRAPS MUST BE TOP AND BOTTOM OF Engineers INSTALLED W/ 5 1/ .5 1/2" WIDE CONIC. SILL TOP AT MAIN MAX. 2 COURSES MASONRY STEM WALL. 11 2"d. X 24"w. 2,500psi CONIC. ADDITIONAL PIECE 655o Roosevelt Blvd. OF #4 REBAR PER SLAB LEVEL. TOP-TO-GARAGE FLOOR ABOVE SLAB LEVEL. SEE ST1 FOR VERTICAL —FOOTING w/ (3) #5 REBAR EXCEPT: VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING WALL CONNECTION. AT--q-STORY WITH BRICK, USE 12"d Jacksonville,FL 32244 SIMPSON (1)#4 CONT. IN SOLID GROUTED (904)772-6ioo WIDTH BY MORE THAN 2 REQ ADDITIONAL ="W. w/ (4) #5- INSTRUCTIONS. ANALYSIS) U-BLOCK COURSE F FL CoA No.29015 A TYPICAL SLAB 4" CONIC SLAB W/ 6x6x10/10 WWF OVER 6 MIL VAPOR BARRIER OVER TYP. VERT. CLEAN, W LL COMPACTED, TREATED FILL till . I..........E�11 Uj 0—'00 REINF. 1 STORY FOOTING SIZE 0 W/O BRICK 16"xl 0" W/ (2)#4 CONT. Z LLj(n GRADE Ld M W/ BRICK 20"00" W1 (3)#4 OR (2)#5 CONT. 5' -TYPICAL FOOTING SEE 1/ST2 FOR 2 STOR 3: Ed I I I I I I 1 1--- 1— CLEAN COMPACTED SIZE/REINFORCEMENT W/O BRICK 20"x1O* W/ (3)#4 OR (2)#5 CONT SAND FILL L-W/ BRICK 24"xlO" W/ (4)#4 OR (3)#5 CONT. I ::�M I I I CO Lo 10<15 COURSES STEM WALL FOUNDATION TYPICAL FOUNDATION ------ FOR STEM WALLS WITH 10<15 COURSES & GW, GP, IMENSIONS ARE SW or SP SOILS to 30# PSF LATERAL LOAD DISTANCES 6<10 COURSES STEM WALL FOUNDATION FOR STEM WALLS WITH 6<10 COURSES FOUNDATION AT GARAGE FOUNDATION AT GARAGE NOT TO SCALE NOT TO SCALE 4 CONIC SLAB W/ 6X6X10/1O WWF OVERLAP SLAB RECESS SLAB 3/4" FOR SLOPE 3/4" X 12" OVER 6 MIL VAPOR BARRIER OVER 1 1/200 THRESHOLD EXP. JOINT IAT GARAGE DOOR 4" CONC SLAB W1 6X6X1O/1O WWF CLEAN, WELL COMPACTED, TERMITE 1 1/211 DEPTH = STUD + 1 1/4" (FROM OVER 6 MIL VAPOR BARRIER OVER TREATED FILL OUTSIDE FACE OF BLOCK) RECESS SLAB 3/4" FOR SGID CLEAN, WELL COMPACTED, TERMITE 4" CONIC SLAB W/ 6X6X10V10 WWF TREATED FILL 4' CONC SLAB W/ 6X6X10QO WWF OVER 6 MIL VAPOR BARRIE OVER OVER 6 MIL VAPOR BARRIM OVER CLEAN, WELL COMPACTED, TREATE FILL CLEAN, W�LL COMPACTED, TREATED FILL TYP. SLAB IF SAW CUT IN 15'x15' GRID, IHE�I�I 1" DEEP WHILE CONCRETE ---------- Is WORKABLE (WITHIN 12 HRS OF PLACEMENT) 5' 11 1��I ILI Cn 11-- 11-1111 IE' El I I I IT YPICAL FOOTING SEE 1/ST2 FOR IL VAl'UK tSAKKIER SIZE/REINFORCEMENT CLEAN COMPACTED SAND FILL (2)#4 CONT. )#4 UN 1. -(1 STORY Lj TYPICAL FOUNDATION IN I--I I I I 20' '(2 STORY) SLOPED TURNED DOWN EDGE CONTROL JOINT—FOR CRACK CONTROL 1`0�3 FOUNDATION AT S.G.D. FOUNDATION AT S.G.D. NOT TO SCALE NOT TO SCALE INTERIOR LOAD BEARING \,LT2 �OTTO SCALE NOT TO SCALE NOT TO SCALE 0 HOLD HDR. BLK. 4- CONIC SLAB W/ 6X6X10/1O WWF TO OUTSIDE OVER 6 MIL VAPOR BARRIER OVER 1 1/2" CLEAN, WELL COMPACTED, TREATED F ILL 4 CONIC SLAB W/ 6X6XIO/10 WWF OVER 6 MIL VAPOR BARRIER OVER SLAB ICLEAN, WELL COMPACTED, TREATED FILL TYP —1/211 2 r7 T ES -7. 4" CONIC SLAB W/ 6X6X10/1O WWF VARI OVER 6 MIL VAPOR BARRIER OVER —6 MIL VAP CLEAN, W�LL COMPACTED, TREATED FILL OR BARRIER NU� TT-— LL 5' —0)1#4 C 0 8" ILI I TYPICAL FOOTING SEE 1/ST2 (2)#4 CONT. SIZE/REINFORCEMENT I I I PM I I I 1-4111 11 -1111 —111 16" 1 STOR Y) TYPICAL FOUNDATION 20" V �2 STORY) ry TURNED DOWN EDGE LOAD BEARING STEP DOWN FOUNDATION AT DOOR SILL FOUNDATION AT DOOR SILL NOT TO SCALE NOT TO SCALE NOTTO SCALE NOT TO SCALE HEADER BLOCK OR FORMED & CAST @ STEP 4" CONIC SLAB W/ 6X6X10/1O WWF 0 DOWN (1)#5 x 2'-0" OVER OVER 6 MIL VAPOR BARRIER OVER CLE AN, WELL COMPACTED, TERMITE 8"x8" CHASE IN VARIE TREATED FILL A.: A-.:-, .-.: CONC. BLOCK STEM A. SLOPE ----------- WALL. TYP. SLAB Lij VARIE ------ GROUT SOLID GRADE S T CLEAN COMPACTED F ROUND PIPE D AROUND PIPE GROUT SOLI YPICAL FOOTING 'q-1 1 77 77 SAND FILL EE�11==I I I L----=— W DRAFT SEE 1/ST2 MEB FO R SIZE/ =Ifl lf�=THICKNESS 8" MIN. DEEPEN REINFORCEMENT TYPICAL FOOTING SEE 1/ST2 FOOTING @ CHASE TYPICAL FOUNDATION I I FOR SIZE/REINFORCEMENT I I Rd I I LOCATION AS REQ'D TO Ir I SCALE N.T.S. PROVIDE PROPER FOOTING DEPTH. DATE 7.7.2015 ---------IN NON—LOAD BEARING STEP QOWN NOT TO SCALE JOB NO. JOB (VAY BE USED AS SUNKEN SHOWER DETAIL) F SQ.FT r5 UNDATION WZ UTILITY CHASE FOUNDATION WZ UTILITY CHASE LOAD BEARING STEP DOWN SQ.FT.- \,LT2 NOT TO SCALE �OT TO SCALE NOT TO SCALE 08�ct Engineer: STANDARD FOUNDATION DETAILS MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS Eliz th A.Woodward, PE fessional Engineer THESE DETAILS ARE INTERCHANGEABLE WITH THE oundati n shown atop foundation details for THESE DETAILS ARE INTERCHANGEABLE WITH THE F on 0 * Wood vertical construction cl1prity. Wood, cmu, icf or other structural vertical construction License No.61947 t STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS acceptable see ST1 for specifics. (2) #4 DOWELS, PER TYPICAL EPDXIED ATR TOP OF SLAB EXPANSION --------HOLD-DOWN PER JOIN T TOP OF POOL "'*"50 ROOSEVELT BLVD. FOUNDATION DETAIL, CAST INTO PAD STRUCTURAL PLANS DECKING TYPICAL FOUNDATION CztkcKSONVILLE, FL 32244 TYPICAL FOUNDATION FOOTING OR EPDXIED W/ MIN. 6" 46................ (1) #5 VERT @ EACH A, (904)680-6279 EMBEDMENT, CENTER ;4" IN PAD SIDE OF STEM WALL SLOPE FTN'G. PADS 36"x3 & L GER: TYPICAL FOUN ATION A HEIGHT CHANCE HORIZONTAL #5'S -�2 \STAN ARD O/C. USE (3) #5 DOWELS SHEET @ 16 1 IN -\FOUNDATION POOL TO TYPICAL FOUNDATION =CLE 7 . rr W�l I I IEEE CONT. 7- SLOPE DETAIL BE A' 11 OMPACTED X DESIGNED F SLOPE GRADE REBAR x X' >/ �N=D FILL 4 LEA PACTED > BY OTHERS. 1��=N�j jj�=L I 11 005, SLOPE -N- L I _-; GRADE #4 VERTICAL A CON T. REBAR IN IL I� I IL IL REBAR PER L GRADE TYPICAL L-j Is. . " . .A FOUNDATION 4b 11 -- LK I r Z)z N T. U TAIL �-< //,I '\"'�� \� SEE STRUCTURAL J) I/X 0- PLANS FOR PAD CO N CL 5E L---------i REBAR AT X 4 of FOOTING SIZE, ICE Ox</x SEE STRUCTURAL J-j LOCATION & a. ==4 1 .111, i' ""�PLANS FOR PAD REBAR SPECS. V) 45* PAD B- ASE FOOTING SIZE, LLJ p z '>�\CLEAN C SEE STRUCTURAL M PER STRUCTURAL PLAN LOCATION & PLANS FOR SIZE, CL. \<,<SAND FILL \_HORIZONTAL REBAR SECTIO R r-BAR SPEC'S. PER b1z LOCATION & PAD BASE 4 \X' VIE SECTION VIEW CL V) STEM WkLL WZ 45" CORNER DETAIL N VIEW FAC PAD BASE REBAR SPEC'S. PER STRUCTURAL PLAN NOT TO SCALE SEE STRUCTURAL PER STRUCTURAL PLAN CLEAN COMPACTED x I I PLANS FOR SIZE, STEM WALL HEIGHT CHANGE PAD F001ING FOR MONO SLAB PAD FOOTING FOR STEM WALL SAND FILL PAD BASE LOCATION & FOUNDATION 0 P V NOT TO SCALE NOT TO SCALE PER STRUCTURAL PLAN REBAR SPEC'S. NOT TO SCALE NOT TO SCALE FACE MEW H ti S E 0 LOP CLEAN, W I /4 M 7 GRADE M 1 CL S N `4'i A IF LI: HATCH LEGEND 17'7" * SHI DRAWING �E , iS efflXei� hoof' i�een reviewed for ifhe shop drawings to which this stamt✓ �, prepared by r and hh. �rnfees�ar< 4 irngineer identified compliance with the design intent of ih€' sxr��cturai�en9?P`ergineeFrsc�inPer's rent does =�a' i �Qn ►. ? De cog below This acknowled,g. r r,. `i aid documents, nor relieve below- lbilities assOCiated with the hits car her from errors ::r prtlissif)f',w 1,mthi.r! AS Q (�'T APPROVED General Notes D A ROVED n Per A Notes: 1-2002 all"Truss to Wall" connections are APPROVE f 4J li the responsibility of the Building Designer,not the Truss �/ V LJ Manufacturer. Use Manufacturer's specifications for all hanger connections unless noted otherwise. 2a0a00 A .'- j � Trusses are to be ger o.c.U.N.O. 6 03-00 6-0 00 10-00-00 ^ t - ,' {SAY/ All hangers are to be Simpson or equivalenply t U.N.O.-Use lod 1a00-00 N der trusses. 20-00-00 __ x 1 112"Nails in hanger connections to singleU N.O. -Trusses are not designed to auppo rt•Dimensions are Feet-Inches-Sixteenths T1 A o 0 T6 0 C. m 1 B v 0 o T 6 1 C W T 6 Notes: 16 No back charges will be accepted by Builders c 1 � � µ m A { F irstSource unless approved in writing fust. o — m 16 'l 'v Y AC lumber is corrisive to truss Plates. Any ACQ lumber that r 1 «<«.u«...< •««�.<«, 16 a 4 t r comes in contact with truss plates(i.e.scabbed on tails)must 1 00 ,. have an approved barrier applied first. 16 r handling.Insta 72-11-00 Refer to BCSl-Bl Summary Sheet Guide for 0 1 and Bracing of Metal Plate Connected Wood Truss prior to an 0 16 r v 8 Oa00 7-00-00 during truss installation. 0 3-09-12 0 3-10-12 0 8-00-00 3-09-04 0 3-1 D- 0 1 __...-.. 16 8-00-00 0 3-1 a1 z 3 os-oa s-oo-oD `� 1 7-DO-00 : 3 £ - ; `� It.is the responsibility of the Contractor to ensure of the proper orientation of the truss placementplana as to the construction 16 8 g qa sh documents and field conditions of the structure orientation. if a T1 & J reversed or flipped layout is required,it will be supplied at no 16 a 0 ? m; ] °° p C70 extra coat by Builders FirstSOurce. 1 1- t o w 3 4 00 4 0�00 i V 1 4 ? rn 4- DD 4-00 00 o: a 3 It is the res onsibilit7 of the Contractor to make sure the a 4-0®-00 4-00 00 3 t- s i J lacement of trusses are adjusted for plumbing drops,can .._. .. J65._ R s e C lights,ect...,se the trusses do not interfere with these type of f-> k All common framed roof or floor systems must be designed as to 10(4) _ ..___ ... t rt x ` F R x # € a NOT impose any loads on the floor trusses below. The floor ry P trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an engineer.but 0 rather by the Builders FSratSource staff and is solely to be used a p s # as an installation guide and does not.require a seal.Complete O ( H k ? EJ02(10) truss engineering and analysis can be found on the truss design - W o J02(10) ? ( x c-) drawings which may be sealed by the truss design engineer. y NW W 7 W ' 1 ( Gable end trusses require continuous bottom chord bearing. W Q�Z M �## 3y Refer to local codes for wall framing requirements. o IY Z F fn 6 a > € B S £ 0 3 N LLQ .:. v y # 3 t o � y#y 5 � f 9 0 ._ _ .. " � -, ; g y y 3 R � � @ Although all att.emPts have been madeo to do so,trusses may not o Q =N # g t i s & g be designed symmetrically.Please refer to the individual truss s p b � 3 s � � � a � drawings and truss placement plana for proper orientation and .. ..... F05(3) Placement. 1 (3) ° 1 {3) a F2 0 o F06(3) t ( a s £ & J < D f R 10(3 o Bu ders g y T14G c 0 3-0-00 F i rst S o u rc e 0 e 1-0-00 3-0-00 Freeport 1-0 0o16-05-00 20-00-00 PHONE:850-835-4541 20-Dago 15-06-00 FAX:850-835-4532 Jacksonville s-oo 19-10-00 PHONE:904-772-6100 1 s-o 1s-10-00 16-03-00 20-00-00 ■/� FAX:904-772-1973 zaoo-oo 16 06 00 16-OS-00 `,,/� Tampa PHONE:813-621-9831 AVE BEEN F FAX:813-628-8956 EXTERIOR WALLS H HELD BACK 1/2" FOR SHEATHING Ay FIABITAT FOR HUMANITY Add- 141, 145, 149, 153 dd-141, 145, 149, 153 OCEAN GATE R. ,mel. UADPLEX REVISED By: Onginel Ref# ete' /18/15 P 699491 'Iror]Job# I—2 Job t Roof Job#� .2-2197.4, WEYERH AUSER PRODUCT ## 'S 1630.2-1630. 10 05508 699491 MITEK PLATE APP OVAL # S 2197 o n Q N �� f Q 1 G. CONSTRUCTION PLANS ® 9 N FOR 11 O r . �W • W U J Qr!ay y` ceanGateIndividual lPe H7-ATLANTIC BEACFLA r n£ Y J 0 PREPARED BY: PREPARED FOR: J Woo Q BEACHES HABITAT FOR oWz c" GENESIS GROUP SECTION 38 TOWNSHIP 2S MNGE29E Y _ EFROM VISION TO R E A L I T Y HUMANITY Vo U3 9822 TAPESTRY PARK CIRCLE, SUITE 201 1671 FRANCIS AVENUE v�Z N1� U. JACKSONVILLE, FL 32246 `�� LOCATION MAP _ �� ATLANTIC BEACH, FL 32233 � W'� 4A N Nim a (904) 730-9360 Fax: (904)730-7165 •����� F. W- woj SHEET INDEXm UNIT TYPE: Z E 0LL a _ [7 DUPLEX: i / \ ` OVER / > M' 1 C `o W a TRACT"A" / C=`\ \� KAI Y STORMWATER MANAGEMENT 2 COMMUNITY PLAT ^c Block 5, Lots 29-30 FACILITY , ���,� ►-� 2 _ 3 FINISHED FLOCWEL VATMS`" a mLL V TRIPLEX: i / 3 4 4 TYPICAL GEOMETRY`PLANS-QUAD Na g a Block 1: Lots 1-3,8-10 ; / / 6' , ��__ Mqy m Block 2: Lots 1-3,8-10 6 .9 \, , P0RTR 5 TYPICAL GEORFETRII Pf.At�lS-TRt. La 10 0q0 6 TYPfCAL UTILITY PLANS Block 4: Lots 1-3,8-10, 11-13, 14-16 , 7 TYPICAL LANDSCAPE PLANS QUADPLEX: ! gNOye '/ l ~l /2 g o r. gcy\L4 Block 1: Lots 4-7 Q. 6 a Block 2: Lots 4-7J � / 6 -� ,./2 // / / (l / 9 o cr 2 S / n _, Block 3. Lots 1-4 ; n� 3 4 / / \ 7 / 10 '- . . �/ 5 / 4 Block 4: Lots,4-7 �- 6. / \T T / Block 5. Lots 1-4 5-8,9-12, 13-16, � .� 6 / / / ��. , s OC, \/ / 9/10 / l f 7T7y / 2 g 17-20 25-28 ! — �N ` / 11/12/ l 4 �/. 13 14/ IS/ 4/15/ / 16 _ TRACT•D• O M TRACT•B• \/ CO NEIGHBORHOOD PARK \ 30 L \ CO2 / W W 29 0 _ TE DR""-:�11 zl Z 25 zs (OCEAN GA23 24 26 -22.21TRACT V W> VO13 .14 15' 6 17 19 12 a 3 4 _- I11DU - - O - •�l. 1 ..�, .1. SUNRISE C _ _ ._ - 05 �_1 . �— — — PROJECT REFERENCE.. W� y PROJECT MAP REFERENCE:GENERAL'NOTES Sr g DETAILS;A"DETAIL GRAaIN `PL"FRON SHEET Ea 10 Id THE PERMFt TEDD CML-ENGlNEERNG`SET :. �3 ,ti q o MAYPORT ROAD cc - --------------------------------------------- - - - - - - ------------------------ - - - - - - - ------------------- - - - ----------------- ------------------- - - - - - - - - - - - - ------------------ ------------------------------------------- - 1 --:------------------ ----:------:------.77 :-------------:-----:------:------:----- ---------------- ® T mo 68.0 8 1 1 - 68.0Ir 2. i : ' r, z n 1 I I 1 2 3 5 6 '1 $ 0 .� 68.o y o ! 6s.o 1 Z 3 E 9 1 11 1 2 3 I h 5 6 1 _B 9 10 n ; 1 0. pg W W �, - �.� ! OD N O N N Qui N i• 8 A N oli co'D .p O t0 Oi N YS �FT ID .r ICo CnFu �y N 1PGEM �,°' > � - - n: . !, m m o., ! m o ___jJCWD - - I s a a 1 Y. LID_ I - W i W I Im , �, - , W _�_ m E m m co ao -�- I cnr"q.Q ln n cm3 0673 : cm3 n 0013 n m �r m m cfDi 0) _m m mmm m (D (D -_. S S � �. = = a . 3• S S S S S S 3 S S T � : p• f Q 'w r N A I e �� L�. �� . L � I . � I SANDY BEACH LANE _ _ m SUNRISE CO >- _ _ URT I NI N E �- rl � A W W i �N1 LL N O I ONi N Oo 4 O 0)i - m I 0 0 0 0 0 0 0 O 30 JJ i wop 1 N (D fD 0 - N d CD 0 0 0 I V J f o o ! m I m i IIDD ! cD co m I 01 Ocean Gate Dr� C f O a t M K i�� � I�YI Yl -1mg ^_ 1\ i .V. �i�� I O m J ` I I FV �) 0 J 1 I O o N - � _ Z { � � 0 o O I �D o O O� ! D O o D I _ _ "7=60 T fir•--i � Va 3 6 1 8 g 10 11 12 13 6 14 15 r LL 68 0' 105 Ocean Gate Dr D8 .0 �; - - 68. 68 0 68.0 / / � �.., - . . _ . . I n = H 1 �- _ 3 Imo_. �, a+_ ( j`�a tu 0 i m I_ .._,_ .. I un- 349 a m NtiJ I /� C I W Ir x ,a� h. 1 2 0 u0. a OCEAN GATE DRIVE o Q I = 24 \ eI a W am V IN ul 00 / \ S�} 13 'ov w 0 W N � / •�.. GAP ^• 12 ` ��' ������ � • � /• �,• / .-/ SITE DATA SUMMARY - LOTS 4-7 (QUADPLEX BUILDING) �, a IO PARCEL SIZE AREA - SF: g ��,,o `� �� 0, / SANDY BEACH LANE: OCEAN GATE DRIVE: SUNRISE COURT \ / A .'� ��� �� \ ! GO • 102: 2329 106: 2329 121: 2229.5 102:2229.5 Z / a; d a .� 3 \ � o ,, �S` •/ 106: 1598 110: 1598 125: 2229.5 106:1634.5 J dv. I- �./ 110: 2329 114: 2329 129: 1634.5 110:1634. J Q �`v / 114: 2229.5 118: 2329 133: 1634.5 114:277 0- ", a ./ 118: 1634.5 122: 1598 137: 2229.5 �- W I-- • '\ � / 122: 1634.5 126: 2329 141: 2229.5 � 3' ao�. ¢.�'� /' 126: 2229.5 130: 2329 145: 1634.5 1 N a ao O� �a o �./ / 130: 2329 134: 1598 149: 1634.5 ' W Z 1 G2 w o 'dam \ ^ i / 134: 1598 138: 2329 153: 2229.5 .O O W Ica ��� ,� o \ • /' 138: 2329 142: 2229.5 157: 2229.5 142: 2329 146: 1634.5 161: 1634.5 W V 146: 1598 150: 1634.5 165: 1634.5 � 152: 2329 154: 2229.5 169: 2229.5 W c ^ / 156: 2229.5 158: 2329 173: 2229.5 F" VIA Fo / � 160: 1634.5 162: 1599 177: 1634.5 GRAPHIC SCALE 164: 1634.5 166: 2417 181: 1634.5 168: 2229.5 101: 2038 185: 2229.5 O.C.D: W� /•. 'p 19 b p lm // / y O= 172: 2329 105: 3116 189: 2229.5 205: 2229.5 N c IN PUT) 1 176: 1598 109: 2229.5 193: 1634.5 209:' M34.5 � ,imll` eo n \/ i 180: 2329 113: 1634.5 197: 1634.5 213: 1634.5 i3 117: 1634.5 201: 2229.5 217: 2218.5 steer ,�� P 4 N W 4 n F U A ----------------------------------- 7 rlx 55 �`J I h w Y \ I 11 2 3 A 5 6 1 I $ g 1p ( 1 Z 6 1 j B 9 1d 5 1 2 3 N FFE:14.16 FFE:84.16 r M FFE:14.16 n FFE:14.16 ' FFE:14.36 FFE:14.36 f I FFE:i,4.26 s a a I � -1---J m \ S�G?cA wl Fp.G —1. J. N E I ' z I._ . .I- . . T. . T \ i I LL � n } 00 FFE:14.36 I O \ 1 2 3 4 5 6 1 y ! 8 9 1� '1A 1Z 13 1� 15 '� / / — . . _ . . Vt= ° LL FFE:14.46 I FFE: 4.46 I FFE:14.26 I FFE:14.66 ! FFE:14.86 I �'p F h o �L.. 1 tl J'. e Ll / �`�i f _ Lu 2 G� y \ LL Q Lu Yea 2 ��a FFE:14A6 [' a°'o ).Oa / ;�/ 3 x - / I Q•h W ' 24s \ 0000-11 (00, / CL m Q / / �...�-, �?• Z1 FFE:14.96co \. \/ •/ N a W W TO / d 1$ �FtPC' o0o Q PR /•� �� \'. 11 FFE:`4.96 a NEG /• �•�' -�� \ � ••.= r - 10 \oma Abe FFE: .76 AID IL FFE: 4.36 \• ''/ �. 6 \ / �(� H 5 FFE: 4.56 W Z W FFE.14.56 �.. O v \ ,•/ LL- y / GRAPHIC SCALK 40 WJ r inCla .:j fL.- SHEET NUMBER i3 gV. V. 4 C GRAPHIC SCALE a � o IQ 0 IQ rc m N FRONT F BUILDING p40 FRONT OF BUILDING z � -_ W R 4' 25.50 f�b 20 ft. ' -2-5.50' . co 16.Ti 5 ') 16.50 p . 25.50' c �6.5 116.50 25.50 o a j 3 1 O([-c- O- I _ ' - 16.5' 160.16.5' 16.5L14 ---�O z 20'�20 20' °C 25-7' UTILITY 5-7' UTILITY 16.5' . W16.5 16.5' , 20' EA EASEMENT,7 220 ' 5.5' 5 5.5. 5.5 -- Ui W y Y Ui a s CTS 1 I1 m � ' m m ` + cf) I - N Cn f CD I N M N m ___j CD co poi _ ! CA op ;I i W I o o N j N N U Ul __ Ui NE Cn U� CJS N I ( = J o ---- , �, (( I - I J -- m �'� m LL Z Lr) fel fv IN11 ' 18' `° 0 VO wo- Z>a "m- 3.3 , 3.33, 11' Y3.33 3.33 o o p 3 N _ 0LO 4 p ' pO o) kIr 0o °0 . oN LL d t 0 O 16.5' . O a co o . 31 173I 1 16 5 ' ' 11 " 1117' 3'I3' 1.17' 1.33' 4KX � ' 4 °' i ��;• "w I r `` I I I > x <5;1x f y I ; � ` ? 5' U TI LI TY Z Lu LL Q 5 UTILITY x -`�►v , ; ,�`; ;x Y ° vi EASEMENT v�f a, .^�• � ( EASEMENT W� m = .ti � S k, i- UJI lc � �r` y`Y,. _J; �. ,, y vi a 19.83'7` J 19.83 22.17 _ ,.� . . , ►� -� ',��� 22.17 ,, �_ � ` �� � -x' �%�� Nom° 22.17 .19.83 x19.83 22.17 ,� ns,.: '� .�.., �,�;-. yi .\. ,f:i 'v%�""l.• � .\; K v. •.yk,(tf* `� 7� 4. l( C •" a= Q PORTABLE �.>', ` > ' ,� , ` .,fir . PORTABLE N TOILET TOILET PARKING AREA �a m 8'X16'DUMPSTER 8'X16' ALLEY PARKING AREA 8'X16' DUMPSTER 8'X16' ALLEY INCLUDES INCLUDES d PAD CONSTRU TION POD PERVIOUS PAVERS PAD CONSTRUCTION POD PERVIOUS PAVERS am QUADPLEX BUILDING: is E, N, O, QUADPLEX BUILDING: Lots PY Q, R, S, T y J J W N SITE DATA SUMMARY QUADPLEX BUILDING EROSION CONTROL NOTES AND SPECIFICATIONS: SITE DATA SUMMARY - QUADPLEX BUILDING 1.ZONING: SPA OVERALL DEVELOPMENT INCLUDES SILT FENCING. O� m 1.ZONING: SPA CONTRACTOR SHALL REFER TO GENERAL NOTES, REQUIRED PROVIDED CONSTRUCTION DETAILS AND DETAIL GRADING PLANS REQUIRED PROVIDED G Z F' 2.MINIMUM YARD REQUIREMENTS FROM THE PERMITTED ENGINEERING AND DEMOLITIONS 2.MINIMUM YARD REQUIREMENTS PLANS FOR THE OCEANGATE DEVELOPMENT, aka 201 ` 5 Z) FRONT PORCH 8' 8-11' MAYPORT. WHEN OVERALL DEVELOPMENT HAS BEEN FRONT PORCH 8' 8-11 n' X W FRONT BLDG. 12' 13--17' FINISHED, EACH TRIPLEX OR QUADPLEX LOT SHALL FRONT BLDG. 12' 13-17' 0 >. W �.- SIDE5' S5 INCLUDE SILT FENCING TO SURROUND THE INDIVIDUAL SIDE 5' 5.5' J . REAR 20' 26 43' LOT. REAR 20' 26-43' 0.uJ m MIN. LOT WIDTH 84' 84' MIN. LOT WIDTH 84� 84; Q Q MIN. LOT DEPTH 92' 92' MIN. LOT DEPTH 92 s2 W aF _ W V MIN LOT AREA 7,725 SF 7,728 SF MIN LOT AREA 7,725 SF 7,728 S MAX. LOT COVERAGE (4-7) 65% 52.7% - 4094 sf - B G"ANI COIN . (' -J Q MAX. LOT COVERAGE (4-7) 65% 52. - 4075 sf - BUILDING AND CONC. 9_3% - 1440-sf-:PER'' S PAVE E =Es W Q 9.37. - 1440 sf - PERVIOUS PAVERS (50%) _ 62 - TOTAL 63%_ - TOTAL. F- 0. F N OUTSIDE UNITS INTERNAL UNIT A INTERNAL UNIT B OUTSIDE UNITS INTERNAL UNITS LOT SIZE. 2,229.5 SF LOT SIZE: 1,634.5 F LOT SIZE. 1,634.5 SF LOT SIZE: 2,229.5 SF LOT SIZE: 1,634.5 SF J WBUILDING: 640 SF BUILDING: 730 SF BUILDING: 858 SF BUILDING: 640 SF BUILDING: 858 SF- F s� PORCH / AC: 240 SF PORCH / AC: 230 F PORCH / AC: 165 SF PORCH / AC: 240 SF PORCH / AC: 165 'W SIDEWALKS: 104 SF SIDEWALKS: 56 SF SIDEWALKS: 40 SF SIDEWALKS: 104 SF SIDEWALKS: 40 SF­ PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF (50%) = 180.SF SHEET""' R - 76%_ TOTAL IMPERVIOUS: 1,164 - 52% TOTAL IMPERVIOUS: 1,196 - 73% TOTAL IMPERVIOUS: 1,243 - 76% TOTAL IMPERVIOUS: 1,164 - 52% TOTAL IMPERVIOUS. 1,243r §3 _ .r W) o .- 4N GGRAPHIC SCALE r ° s 10 a FRONT OF BUILDING _ u I inch= 20 M 2 5.7 5 T 00 16.50' (. ��. 2 5 7 3 Q C� I m N lam—_, 4 3 0 U' o 1_.r '16.5 1- -- 4 y - -- 20 I -� 20 t� 5--r UTILITY EASEMENT N [� f 5.75' ; d a L c. N Fri i Cin z I I I F a 0-) A CD i= � �.�fTl � �"��N I N < N �t:, C Ji N cn O E I -0 1T ° 00 O< >w°s FI A l W Z 1 N 0 I p 4' — 4' I O v ' to O 16.5'— �n O I 3 IL 0 d- _ Lu H r . 0 f'nO° 14.5' 2 2 5 I \� Lu 0" i iv ���,fY ,;� fI ►� /s i� Ff�! � 1 > �LL MM Z 55 UTILITY EASEMENT Q _ V� Lu 0 Lu123.75 ,� Nay _ =yam..�_. -^..,/ �• ! • .moi: �! ' � x, W 0 a PORTABLE <;<I:ma x;' .;� F , ; 0 Q TOILET m a m 8'X16'DUMPSTER ALLEY 8'X16' PAD CONSTRUCTION POD m n "S TRIPLEX BUILDING J J yt N ROSION CONTROL NOTES AND SPECIFICATIONS: SITE DATA SUMMARY - TRIPLEX BUILDING VERALL DEVELOPMENT INCLUDES SILT FENCING. ONTRACTOR SHALL REFER TO GENERAL NOTES, 1.ZONING: SPA ONSTRUCTION DETAILS AND DETAIL GRADING PLANS REQUIRED PROVIDEDZ ly FROM THE PERMITTED ENGINEERING AND DEMOLITIONS 2.MINIMUM YARD REQUIREMENTS Q LANS FOR THE OCEANGATE DEVELOPMENT, aka 201 Z AYPORT. WHEN OVERALL DEVELOPMENT HAS BEEN FRONT PORCH 8' 8-11' (L uj INISHED EACH TRIPLEX OR QUADPLEX LOT SHALLFRON T BLDG. 12' 14-17' �� X NCLUDE SILT FENCING TO SURROUND THE INDIVIDUAL SIDE 5' 5.75' J Q OT. REAR 20' 35-43' O� �"' a MIN. LOT WIDTH 68' 68' W Z MIN. LOT DEPTH 92' 92' 2 W MIN LOT AREA 6,250 SF 6,256 SF" W J V MAX. LOT COVERAGE (4-7) 65% 47.4% - 2,965 sf - BUILDtN'G ANf3.-WIC- 0 CQ Q 8.6% - 1080 of. IMPER.Vi�S-RA ST-(50'!) UJ 56% - TOTAL OUTSIDE UNITS INSIDE UN[T LOT SIZE: 2,329 SF LOT SIZE: 1,598 SF' . W y5 BUILDING: 640 SF BUILDING: 709.5 SF a PORCH / AC: 240 SF PORCH / AC: 231 SFS u SIDEWALKS: 104 SF SIDEWALKS: 92 SF PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF (5Q , 18.0 SE SET SER " TOTAL IMPERVIOUS: 1,164 - 50% TOTAL IMPERVt�►USt. ?2T2;5 - 75%� 5 z3 a u, C? o GRAPHIC SCALE cc U, 20 40 g ° FRONT OF BUILDING fff —TIN � _ A I I I inch=20 & 5 N , I I4f W > 7 z kt 8 E WATER LINE 1 SERVICE , w 0 Q WATER LINE I -- - J"° iI SERVICE !� ';I 4" SEWER SERVICE @ C W MIN. W/ CLEANOUT 2% o 4" SEWER SERVICE C s ° ; � I 2% MIN. W/ CLEANOUT T I �'— -- ��--- , - —I — T I I T 41 LL Wm0 r, ri I T , I Q �w Nva I j LuwaLL ZU LL m Q I , W° ��° s I I i I i III i I i 1 1 1 1 i I ! III ! � Va°'° N I f yrf° W i 1 1 No s WO .. _.. —. . . _ . . _ . .— . . _ .. ,ter--. ao" II I T,—• 1=, --————n n———n———n— I n—I n———n———n— —n———n———n——— I ——n—— f c Q —n———n— n———n———— A— n———n———n— A— a. a W co � m REF. DOUBLE WYE (REF. DOUBLE WYE PLAN DETAIL PLAN DETAIL a 0 SAN SAN SAN SAN SAN SAN SAN SAN SAN 5 SAN tt' 3 8" PVC g" PUC S.S. (TYP) 8" PVC g" PVC S.S. (TYP) g WATERMAIN ( YP.) WATERMAIN (TYP.) QUADPLEX BUILDING TRIPLEX BUILDING _I Z h Qz UTILITY CONNECTION NOTE: J W 1. UNITS THAT ABUT ALLEY SANDY BEACH LANE HAVE IL WATER AND SEWER UTILITY CONNECTING FROM THEZ J ALLEY SIDE OR REAR SIDE OF THE UNIT. �' LIJ 2. UNITS THAT ABUT ALLEY SUNRISE COURT HAVE - (- WATER AND SEWER UTILITY CONNECTING FROM OCEAN NOTES GATE DRIVE OR THE FRONT SIDE OF THE UNIT. W 0 Z A. CONTRACTOR TO COORDINATE WITH CITY OF ATLANTIC BEACH FOR Z Q Q CONNECTIONS TO EXISTING UTILITIES. W B. SEE PLUMBING PLANS FOR INTERIOR UTILITY LAYOUT AND CONNECTIONS. O� V Q C. WATER AND SEWER SERVICES PER FLORIDA PLUMBING CODE. L E G E N D J J _ Q sYML3oL. oEscRLPnoN F — —y— — PROPOSED WATER LINE PROPOSED SEWER LINE a ° SEWER CLEANOUT u a� Q WATER METER SHEET NUMBER N 4 N GRAPHIC SCALE m i6 Q S I6- m C9 FRONT OF BUILDING a FRONT OF BUILDINGIN FEET 1 inch 20 M _ CV CV m N cc1 1 aaf-� — > • �-- YW J tl I c 11 0 E F' W z � I � 00, 14 LL U. i ---- - - ----L - - - U F ! �� -� z n� �0 O J m a W— Lti > -1 M I I I I I I I I Z5.0 W s U LL Q a Y�, _ mm iV LLa. w/ y w J • FYo QI LL 0 Faa 0 Q Na 4 W CoW Q) ALLEY ALLEY 0. O Oo m QUADPLEX BUILDING TRIPLEX BUILDING MA5TEF� FL AN T L IST 5YM50L SCIENTIFIC NAMECOMMON NAME 51ZE COMMENTS 4 � N SHADE TREES N AR Acer Rubrum Red Maple 'Flame' 65 g a I. 15' ht. 5' spd. 3" ca 1. ~ p M °" Quercus virg iniana Live Oak ro5 a I. 12' ht. 5' spd. 3" cal. x uP W Ulmus parvifolia Drake,Elm 65 al. 14' ht. 4' spd. 3" cal. Z —� UNDERSTORY / ORNAMENTAL TREES (ALTERNATIVES) W � a Callistemon viminalis ' Red cascade' Red Cascade Bottlebrush (Weeping) 30 gal S' ht. 2" cal. min. - Standard � Q ZGOG Z v 4 a Cercis canadensis 'Forest Panss' Forest Pans Redbud 30 clal a' ht. 2" cal. min. �` .- N p W p 0 O a Chionanthus vir inicus Fringe Tree 30 gal a' ht. 2" ca I. min. ZoCYQ Fei joa sellowiana Pineapple Guava 30 gal a' ht. 2" cal. min. J o _ J _ Q V y Ilex Vomitoria `�'aupon Holly Tree Form 30 al a' ht. 2" cal. min. IL _ 30 gal S' ht. 2" ca 1. min. Magnolia soulan iana 'Jane' Jane Magnolia g H cis 3ZET NUMBER Prunus x yedoens i s Yoshina Cherry 30 a 1 S' ht. 2" ca 1. min. d. 7 su