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106, 110, 114 OCEAN GATE DR - DRAWINGS 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 AND ROOF PLAN ARCHITECT: A-104 ELECTRICAL LAYOUT PLANSwoes: JULIANNE N. OVERBY, RA A-200 EXTERIOR ELEVATIONS �► 2452 PULLIAN STREET A-300 WALL SECTIONS AND DETAILS JACKSONVILLE BCH, FL 32250 A-301 STAIR SECTION AND DETAILS jnoverby@att-net r Hu nft , 904-704-8628 ph 114 OCENATEGDRIVE ( UNIT 'A') BEACHES 110 OCEN GATE DRIVE ( UNIT ' BHHUMANI OR 797 MAYPORT ROAD 106OCE N GAT E DRIVE UNIT 'C, ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ATLANTIC BEACH FL 32233 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 TRIPLEX BUILDING TYPE Email: ;n°Verbs@a".net FL AR-0017060.FL.[D-4621 2 STORY, 3 BEDROOM ATTACHED SINGLE FAMILY HOUSES H H H M N Z ZD D M Z N PERMIT SET - %%woo %NEW* %%woo DATE ISSUED: MAY 212016 j j j LL w w ul M (ID 0 0 0 aaaW zzz � z AREA CALCULATION SUMMARY WWW Q BUILDING AREA (UNIT 'Al) BUILDING AREA (UNIT 1131) OFFICE CCPY O O 044 OCfl FIRST FLOOR A/C 584 SQ FT. FIRST FLOOR A/C: 667 SQ FT. 0 SECOND FLOOR C: 588 SQ FT. SECOND FLOOR A/C: 545 SQ FT. RE��c�Tir o�A ANT COMPLIANCE SEE PERMITS FOR ADDITIAL TOTAL A/C: 1 ,172 SQ FT. TOTAL A/C: 11212 SQ FT. REQUIREMENTS AND CONDI�TNONS i PROJECT TYPE: TRIPLEX GARAGE: N/A GARAGE: N/A REVIEWED BY:_ DATE: 7. 216 ' DATE ISSUED: MAY 2, Zoos FRONT PATIO: 120 SQ FT. FRONT PATIO: 97 SQ FT. REVISIONS: REAR PATIO: 48 SQ FT. REAR PATIO: 55 SQ FT. STORAGE: 18 SQ FT. STORAGE: 20 SQ FT. BUILDING CODE SUMMARY TOTAL UNDER ROOF: 1 ,365 SQ FT. TOTAL UNDER ROOF: 1 ,384 SQ FT. CODE JURISDICTION: DUVAL COUNTY BUILDING AREA (UNIT 'Cl) FLORIDA BUILDING CODE- 5TH EDITION FIRST FLOOR A/C 584 SQ FT. OCCUPANCY CLASSIFICATION: R: RESIDENTIAL SHEET TITLE SECOND FLOOR c: 588 SQ FT. TITLE SHEET TOTAL A/C: 1 ,172 SQ FT. CONSTRUCTION TYPE: TYPE V-B (WOOD FRAME) GARAGE: N/A AND FRONT PATIO: 120 SQ FT. SPRINKLED: NO SITE PLAN REAR PATIO: 48 SQ FT. FIRE DISTRICT: NO STORAGE: 18 SQ FT. ZONING: RMD-B TOTAL UNDER ROOF: 1 ,365 SQ FT. ZONING CODE: THE PROPOSED STRUCTURE SHEET NUMBER COMPLIES WITH THE REQUIREMENTS OF CHAPTER ' 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, A�OO INCLUDING MAXIMUM BUILDING HEIGHT OF THIRTY LOT AREA: THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. FIVE FEET (351-011). BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC BUILDING HEIGHT- APPROXIMATE HEIGHT AFC: 26'-3" 2004 - 704.4 PERMIT SET GENERAL NOTES: ABBREVIATIONS: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER AFF ABOVE FINISHED FLOOR BLOCKING NOTES: AHU AIR HANDLER UNIT 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 CH COUNTERTOP HEIGHT BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. DR DOOR DW DISHWASHER STAIR NOTES: FLR FLOOR 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) HB HOSE BIB 2. RISERS MADE OF 1'x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MIR MIRROR 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) MTL METAL 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR/ TREADS AS OHC OVERHEAD CABINETS 56'-6" MEASURED FROM NOSE OF TREAD. OPNG OPENING OPT OPTIONAL WINDOW SIZE NOTE: R&S CLOTHES ROD AND SHELF SEPARATION C CL SEPARATION 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH REF REFRIGERATOR WALL WALL FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND SD SMOKE DETECTOR A-200 I I I 5.7SF OF THE SECOND FLOOR. SGD SLIDING GLASS DOOR SH (#) SHELVES (QUANTITY) 201_011 161.6" 201-0" AM UC UNDERCOUNTERnu a � VOL VOLUME WC WATER CLOSET I I WD WOOD 11 BEACHES WOOD FRAME CONSTRUCTION WH WATER HEATER 6'-6'1 101-0111 CODE COMPLIANT WINDOW INSTALLATION METHOD (I5C-R103.a) 14 HABITAT FOR WEATHER RESITIVE MAWER CWRBJ APPLIED PRIOR TO THE WINDOW INSTALLATION. /� ... FLASHNG APPLIED Q d THE FACE OF THE MOUNTING FLANGE. J "} HUMANITY STEPS. SECTION A OM WATER SFEDDMG FASHlGN, TWAOU i 4 WINDOW JAMB STARTING.AT TFe VSAM OF 797 MAYPORT ROAD TWO WALL 1 UIDItlCR�iCs TOWARD® THE TOP,MBTALL THE VOW TO TW FACCE OF BHEATWWG T1E< ft kLANT DEAD APPLY SILL F9.A8NIJ1 C,a•") fwwm TRASH & A/C PATIO ATLANTIC BEACH, FL 32233 APPLY DEAD OF 8EALANT AT BACK OF WINDOW - (904) 241-1222 FAX: (944)241-4310 PLAWA TO HEAD 4 COTN JAPEW APPLY A SEAL THE UPOM FRAME TO OPEJMG. O DecMA APFt Y A'K"�.DIA.TO THE BAC"IDE 111-011 91-011 3'-1 011 21_2N 1_011 11 1_011 1 15 "C+AM uNTERIO y THB WINDM PLANGE,M LME _ V 00 WITH ANY PRE-P'WCiE HOLM OR'8LOM Hab to-, t SET WMDOIU ufta PAN HEAD BWW"TO FACILITATE MA&4m ARCHITECT:- MSPECTION. ®JAMB FLASHING �-AW 56140 DRUM APPLY JAMB FLASHING FLASHING AND MOUNTMG FLANGE. /•. II 0 00 THE TTOP 6-MAD)AND SIDES(JAMM)OF WMDOWAT / CO I ® AMPLY �DEAD OF SEALANT EtM=JAMA PLAS4142 INTO WANT ArV FAbTFN IN PLACE.lFLABHCJG GOES OVER SEALANT), ® \\ N I Julianne N. Overby, RA APF4.Y V•^AD PLASHING REMOVE PREYIOIDLY APPLIED / TAPE,ALLOWING UM TO LAY 177, FLAT�HEAD FLaeHnrG. Is t Architectural and Interior Design OOVERD S� SECURE UAB ROR C0 r I va AT HEAD o Julianne N. Overby, R.A. co 2452 Pullian Street 7 1 2 '4� VANITY «� _ I I 2 Jacksonville Beach, Florida 32250 t \\ PLASHING.AT HEAD EXTEND®I• I i : ��JAM PLAN. - A-300 � � _ --- � ' UTILITY' A-300 - 0 31.011 51.411 _ _1 I ► 51-4" 31-0" 0 904-704-8628 o AD FLASHINCs -1 + BATHROOM LO (0 i s CLG. -1 Email: jnoverby@a att.net SEALANT \ �' / I EMBED AAAI OF THE HEAD DO I 8' Ir 1 / \ / PLASHING AGAINST THE P#tEVIOtJ81^Y 1 It 11 1 11 i � I I FL.AR-0017460•FL.ID-4621 \ / AOVER fJSART). XTENDHHEAD TRASH & A/C \3-2 =1 / /2-5 ti i i TRASH &A/C PATI ' PATIO O PLASHMrs.FASTEN M PLACE \ \ �� - OIE� c° oo --3068_ o, i� �� A L co c� PRE=AFS .�--- - --_--- M / co; . .I (?JAMB FLASHING I I M , ' I � ---- OWE EXTEND JAMD PLASHMCi TO / OVERLAP SILL PLASHMs T13(K.TOP i // 3I �,d � _ - co O I'^ OF JAM MAWM6 uNOER THE FLAP i V�,J OF uRD AT T+iE+rfAD.GEE DIAGRATT'I © I \ I / SEALANT — `--11 O I — _ �I' C R o M \ UTILITY 1 _ I ' j z N "- � �r "- , I = / UTILITY SILL PLASHING �} 8'CLG. r co ' t1? M m I ' ;o T— $'CLG. . \ co cel REF I CLO �T I c`' o—' / Z z Z .:.5 ®NIM AND,mJueT UJ�OLLI to ACHIEVE SQUARE, (� - 1 11 I RE ANTK PAF'M 61-011 \ M I U — U I REF Md- 6-0 CO WK04XV M~ACTUFIER SPFCIPICATI". 8 CL _ I \ 1 11 1 p I I REF V I p I 1 11 / 2X6 WA D D D II ( µ ATHER RESISTANT 9-4 9-4 � rl I I i J B IER-wim — — U ' — / AT A 46 DEN A D ANGLE,.CAD UI.LY All NE _M ^' - ` BARRIER SCA DIAGONAL.CsRIM Y RAISE TFI@ I E A Ln p I `�' TOP EDGE OF THE BARRIER UP AND TAPE THE , Q I L,- R F u�9AG"E A�E TER TO THE EXTERIOR O H R F— Q _1 - 0 ( I 8-011 - o J I�. I a - p F— S E O W W W INTERIOR VIEW 7" "CI (_1) Z M © I O O U_ (= I O M z _Cn 37 811 > > > LL `-J TOP LEFT CORNER OF WINDOtU Q m �t _ (p < EAR t1 � in m I(n a a. � CLEA 3'-2" 2'-4" - _ KITCHEN ' I o PAN Y ' KITCHEN 1_ 11 ___3068 \001 $'CL I 8'CLG. F 3068 3 2 O to be al>b ee adne8W* M1n.,r wlde / 8 cLG. I U KITCHEN L) 1. 11eIellllt� h�Pe{ Uj �pantlsahinp � c I= I I 8'CLG. =I c - 2, omw A to at lead do*of window,pks r oft face of w t w BATHROOM � 1 O 1 � p I �- � � I BATHROOM o w W W T sloped wrfew rD o o I .\ o o I D 1 \ c+� a W t°�° 3 the pian direct wafer to the exbalior over$aMl itling a 8'CLG. /_' D W I I w ;� '_\_ I CV ` 8'CLG. D '. A 4. saraxld rerr�ning window un - LO ~ ` - T T " A-200 - - - - - - - ' =I _ o > O VAC d- T 5. weather reser barrier bo firm wafer s haiidnp laps O Id' I 0 °'" N � ° M -- � C') C� V sae�;� �' 11, SILL PAN FLASHING wee�erresi�e � 41_211 71.4,1 21.611 I . .. T-s' G. I �1 fl 1 11 72"R banter NTS (optiona 1) WH H AC - - - - - - WH 2-6 7-4 4-2 HV C WH T wallleattg x 0 O — — — - Z Prepared by BOAT=First COaet Chapter 9-1'i-2013 � I 2►_6n 61_011 41_2 31_1 011 I o0 0 � a a MECH co w o b. o w o MECH W W W Q 7'-8'CLG. O > U_ o > w 7'-8'CLG. _ N = (V O I N p m -1 — —_ L 8 GREAT ROOM = _ = M O 0 STORAGE GREAT ROOM s CLG. 0 TO RAG O VAR ES 8 CLG. i GREAT ROOM 7 i VARIES O d' Q W 1 11 1 tl - 6 _ 1 11 1 " O N 3-1 2-2 C _ 8'CLG. J - N 21-211 -10 N t r LO o ¢ Q 5 I o ;,� g !M T t UI 4 7 0 (0 -JQI 3 0 7 s N -1 < p 2 N s PROJECT TYPE: TRIPLEX 5 Q I ''; a I 1 i -' Q 5 DATE ISSUED: MAY 2 20'16 4 I a � n- � Q � i 4 ' I cfl o I N 10 1 REVISIONS: 3 I zt- Q pp �d- < 0 I 3 O S 2 I � � � � I 2 Oa. 1 = w = 2 - 2 �' i - = w CN CO MCI- 00 LU � \ A-300 0 o A-300 / c00 d' 0 0-III _ o o 2852SH 2852SH 2852SH 285 H o O 2 N `Y' ` T MPERE TEMPERED i I TEMPERED EMP RED / `r' cv L_2x6 VIALL h ==d 11 2X6 WALL 1_211 1_011 31_211 61_811 /� � 61_8 11 31_211 41_011 61_2f1 - SHEET TITLE (� 2852SH 2852 H o 0 TEMPERED T MPE ED / c'� M 0 2 3 j FIRST 1 C0 A-301 A-301 FRONT PORCH _ 3'-2" 4`-0" 2`-$" FLOOR PLAN 0 M r❑� r❑-I r❑� r❑� r❑� r-❑-I _ J LJ L LJ LJ L Nk O i- 11-011 11-011 11-011 zo 10'-0" 10'-0" FRONT PORCH 10'-011 10'-0" r � r� GENERAL NOTES 1'-0" 1'-01 1 SHEET NUMBER UNIT 'A' UNIT 'B' UNIT 'C' OFFICE COPY A A-200 1 FIRST FLOOR PLAN- PERMIT A-101 SCALE: 1/4" = V-0" �-T~ SET F�ENERAL NOTES: ABBREVIATIONS: PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLOCKING NOTES: CH COUNTERTOP HEIGHT 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 DR DOOR BLOCKING TO BE LOCATED AT 3611 (CENTERED) ABOVE FINISHED FLOOR. DW DISHWASHER FLR FLOOR STAIR NOTES: HB HOSE BIB I. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MIR MIRROR 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 CABINETS 5. TOP OF HANDRAIL INSTALLED @ 34" - 38"ABOVE FINISHED FLOOR / TREADS AS OPNG OPENING MEASURED FROM NOSE OF TREAD OPT OPTIONAL Both R&S CLOTHES ROD AND SHELF WINDOW SIZE NOTE: REF REFRIGERATOR 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH SD SMOKE DETECTOR FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND SGD SLIDING GLASS DOOR .......... 5.7SF OF THE SECOND FLOOR. SH (#) SHELVES (QUANTITY) UC W. L ., 0..H UNDERCOUNTERr ty VOL VOLUME WC WATER CLOSET BEACHES WD WOOD 56'-6" WH WATER HEATER HABITAT FOR 20'-0'1 SEPARATION 16'-611 SEPARATION 201-0" WALL WALL HUMANITY i r 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 r (904)241-1222 FAX: (904)241-4310 r r ARCHITECT: r r Julianne N. Overby, RA Architectural and Interior Design r i Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 9'-10" 10'-2" r 13'-8" 2'-1 Q" r 10'-2" 9'-10" Email: 'noverb @att.net } y 61.611 71.011 61.611 ' 61.611 31.611 61.611 r 61_611 71_011 61_611 FL.AR-0017060.FL.ID-4621 V Cj V V �\,,jj V i r Q Of . 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH M EGRESS EGRESS EGRESS EGRESS I EGRESS EGRESS TEMPERED TEMPERED TEMPERED TEMPERED I TEMPERED TEMPERED Z T T 1 » > �I ...� ..00 o -1 -1 I � a' BEDROOM _ w 00 BEDROOM #2 0) �o o � 00 _ "' w Uj W J BEDROOM BEDROOM r co 0 I r BEDROOM #2 � W UJ L #2 #3 s'cLG. � I #3 8"�LG. L iL > > > LL N W 8CLG. 8'CLG. m I 8'CLG. N W n 41_011 4'-411 3'-10" 1-10" 0 V o o T W W 0 068 g,. 306 / 306 5b 306 60 RIF01-n= 00 w 01 LOFM FM 110M ATTIC R&S ( I R&S -- r R&S cv N R&S Q Q c� ACCESS �— —� L— — — —1 N 1 ATTIC o fr -- ----- - =I 0 1 ACCESS I ( ATTIC 1 = = w 0 0 0 ww 3068 1 cn I 00 � —— —� r` 3 68 ACCESS G 4'-411 31_411 (� 41_011 21_011 61_411 / _ o O ;^ 1 1 13 _ \ 61_811 21-0"L— 3'-6" `"' 3'-10" L a T T T ~ 15 �� r 3111011 '-10" , 15 14 BATHROOM o I 11 BATHROOM 14 T W W Q ch 13 I o s'CLG. 0 o I = 10 8'CLG. c I 13 CY) '� �' 9 0l 12 '10 _ cv F--- -3068 m ( 8 N = ,N 12 FM a o o 11 vI o _ \ o I 11 Q 10 Cn � 1 p �n r N p 7 r LO = %n 10 � a LO in I ? co 0 VERIFY - 00 � ( �., 6 VERIFY Coo 0 9 1 M N TUB R.O. co 0 15 TUB R.O. C\1 �- I 9 8 m m I = 8 r t ! 7 ' JQTHROOM 1 CO 4 ' 7 co 6 I CO / 8'CLG. 3 \ o I 6 o PROJECT TYPE: TRIPLEX co I r VERIFY I o 2'-0" 3'-10" ' \ `"' I 5 0° 5 cn I coo o ''; TUB R.O. `7 / o o I u� DATE ISSUED: MAY 21 2016 4 ii � I � m �� -- N ,� Lo'. �' U- 31 I � 3 REVISIONS: I � � r I 2 2 U') 3'L211 31.611 91-1011 Lj CLOSET o MASTER MASTER 0 CLOSET 061 8'CLG. o BEDROOM co MASTER BEDROOM o N o s cLG. I ad '� s'CLG.8CLG. r I v BEDROOM r � ' oo I I I co J �- -- — —— — 3052SH 3052SH I 0 U_ s cLG. 3052SH 3052S — — —— —f R&S TEMPERED TEMPERED r I TEMPERED TEMPERED R&S 61-811 EGRESS WINDOW I EGRESS WINDOW X6,_8„ SHEET TITLE 3052SH 3052SH TEMPERED TEMPERED SECOND NLL 2X6 WALL EGRESS WINDOW � FLOOR 101-011 31_611 61_61' 61_611 31_6" 61_611 "1_611 31_611 101-0" 201_011 161-611 201_011 PLAN UNIT 'A' UNIT 'B' UNIT 'C' SHEET NUMBER OFFICE COP r. 1 SECOND FLOOR PLAN- \ PERMIT -102 SCALE: 114 - 1 -0 11 SET F GLASS ASPHALT SHINGLE SLAB NOTES:ING OVER 30 FELT OVER 1. DRAWING ELEVATIONS BASED ON TOP OF GROUND FINISHED FLOOR SLAB DATUM LEGEND: " 7/16 OSB OVER EL. 0'-0". SEE PLANS FOR SURVEYED NORTH AMERICAN VERTICAL DATUM FINISHED -4INDICATES A STEP-DOWN OR RECESS IN ADDITIONAL 15# FELT FLOOR ELEVATIONS. CONCRETE SLAB W/ MINIMUM DISTANCE (PROVIDE ADD DENOTED LAYER @ 2:12 SLOPE ROOF) 2. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING PRE-ENGINEERED ROOF TRUSSES STRUCTURAL PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INDICATES SLOPED CONCRETE SLAB @ 1/8" SEE STR U LOADING. SLo�'� PER FOOT MIN ROOF SLOPE 12 VERIFY THAT THE SOIL WILL.SATISFACTORILY SUSTAIN THIS LOAD (MIN) INSULATIONBAFFLES BETWEEN VARIES EACH TRUSS 3. 4113,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4" 3,000 PSI FIBERMESH SEE ROOF HURRICANE CLIP @ EACH TRUSSPLAN CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, - SEE STRUCTURAL DRAWINGS COMPACTED, TERMITE TREATED SOIL. (TYPICAL) IRE BLOCKING BETWEEN TRUSSES WITH 2 INCH NOMINAL LUMBER 4. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/TRUSS NOTE: FROM TOPE PLATE TO UNDERSIDE ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB @ ALL LOCATIONS. ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OFache$ ROOF DECKING. SLOPE CUT THE THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS 5. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY BEARING WITH ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY TOP OF THE BLOCKING TO MATCH E ROOF SLOPE. SEAL VOIDS AND VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE CONDITIONS. FOR THIS PROJECT. ETRATIONS WITH FIRE CAULK AS :,H, RE UiRED BY CODE 6. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE Q FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS) SEPARATION SEPARATION (2) 2x PLATES SEE STRUCTURAL WALL WALLfor HImn' . ty METAL DRIP EDGE OVER METAL I WRAPPED 2x6 FASCIA R-30 MIN. BL OWN_IN 20'-0" 16_6" ' 20,_0BEACHES VENTED VINYL SOFFIT YINSULATION HABITAT FOR INSTALLED PER 1/2„ GYPSUM WALL BOARD. MUD ” 1 �2,� HUMANITY 165Y2 MANUFACTURERS SPEC, 2 AND TAPE ALL JOINTS AND '- " 797 MAYPORT ROAD VINYL "F" CHANNEL FASTENER HOLES. SAND ALL ATLANTIC BEACH, FL 32233 SURFACES FLUSH.. R-19 BATT INSULATION SEPARATION CL SEPARATION (904) 241-1222 FAX: (904)241-4310 WALL WALL HURRICANE ROD SYSTEM IyZ ART: SEE STRUCTURAL DRAWINGS , 11'-2" , DETAIL. ( a I _ 11 Julianne N. Overby, R ("'A SOFFIT 3F-5„ = '-0 -0„ -0 1 -0„ -0„ Architectural and Interior DesignA-103 SCALE: 3/49 9 00 I x Julianne N. Overby,R.A. ! 1 1 )/2 wI181-11)/2 _ 1 1 2452 Pullian Street �210'-11�28'-11�2 ” I I /2„ „ 10' 11�2” �2' --- - - - -- - - - -- -- - - -- -- -- - - I � - IJacksonville Beach, Florida 32250 of- -- -- -- -- -- --� — �' 904-704-8628 lop\---\\ Email: jnoverby@att.net ,► FIBERGLA - - - - - - - -- -11' 0” �” - - FL.AR-0017060.FL.ID-4621 1 -0ASPHAL - {- -- -- - --- - -- - - - -1SHINGLI ! I \ I I w I �% ir""% - BELOW I _ I w I I \ I I w I _ _ O p o :;:c I � I i � I � I I \\ I ! I � - w - M N I I I I I I ! I I 12 12 METAL ROOF � - - -- - - I \ ! �-- - - - - - �I I M I METAL ROOF N I 3 3 BELOW I I I-, � I \ ! � ( N I BELOW I I I Ix M I \ ! M xi N N z Z �V , N Iw I ► O\ I I wl I N - _ � - -- - - --- -- -- - - - - -- - r SLOPE ( \O I SLOPE %M000 %.Moo -- -- -- - - - -- --�- - - - - - -- - -- I \�� I = -- - - - -- - - -- � - - - - - - o\� - - - -- - - -- - - - - ----- - - WWW J ! °0 r � � � - � \d � � � � Ll. ! NO PENETRATIONS NO PENETRATIONS I 4 I I \ ( /� > >' WITHIN 4'-0" OF THE WITHIN 4'-0" OF THE I 2 HR. FIREWALL 2 HR. FIREWALL I ( / I , I -7- I , I I AO/ I I ,t\'& I N I I ��/� I ! O \ I I ��ID011I W W W � \s aaa FIBERGLASS I ( Q :02 0 0 0 / I I ( ! I ASPHALT ! ( J�/J I I ��\'y6- I SHINGLES I I O/Q� I I IL_ I ��\ I z Z Z I I I Q< / I S I I S I Od- \ I 4 < 4 I 4,_0„ � 4,_0„ 4,_0„ � 4'-0" I I // I I I I �� I UJI WW a. I 48" OFF RIDGE VENTI I / I i ( I i I \ I J I I � 7 I I 1 O O O I 12 z —D I _ ! � � I I I I V_ _N 1 Q I w I RIDGE i > U_ 12 I o I I ' I I ' I I Q 0 ! 4 LL O > w � 4 ! N I I I 1 I I N t t Q ! ;0 o00 I M "' r r t I FIBERGLASS Lj FIBERGLASS I ( I 1 I I I ASPHALT ASPHALT ( I ( I I I I PROJECT TYPE: TRIPLEX ( SHINGLES i i SHINGLES I I ( I I I ( I DATE ISSUED: MAY 2, 2016 ! ( I +0,_0„ I ( +0,_0 I I I REVISIONS: I I I I I 1 +01-011I I ( I FINISHED ( I FINISHED L I FINISHED I I , I I FLOOR ( L FLOOR I ' I FLOOR I I ' w I I NAVD FFE = 14.86 ( I NAVD FFE = 14.86 ( ! NAVD FFE = 14.86 I I o I I I I I I I I I I I I I I ! N I 12 12 , � I I I I I SHEET TITLE I ! I ISI ISI I I ! -- - - - - - -- -- -- - -- -- -- - -� I I --- - - -- - - - -- - - - -- -- -- -� FOUNDATION n -4 %2 (� AND METAL ROOF 2 0 ROOF PLAN I --- -- -- - – ! o _j C) `n (0 �. zo I METAL ROOF N I N META ROOF-/ I a ' I BELOW � BE OW, ❑ 0 ❑ Y2” EXPANSION MT.0 Y2" EXPANSION MT. p El ❑ SHEET NUMBER d- -- -- -- - - -- - - -- -- - - --- - - - - I - I _0,_4„ o I METAL ROOF-/ N I a ❑ c - - - - -BELOW - -- - - � - -- J le 191-1111 16'-5" 19'-11" UNIT 'A' UNIT 'B' UNIT 'C' 1" EXPANSION MT. 1" EXPANSION MT. OFFICE COPY UNIT 'A' UNIT 'B' UNIT 'C' ri`� FOUNDATION PLAN ��2RC�CJF PLANPERMIT „ -103 SCALE: 1/4 = 1 -0 ��-103 SCALE: 1/4 - 1 -0ETS 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. 20 XHHW AL 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 110 VOLT DUPLEX OUTLET-WALL MOUNTED 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED FLOOR. 110 VOLT DUPLEX OUTLET-WEATHER PROOF 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 150 AMP PANEL 110V DUPLEX-GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18 ABOVE FINISHED FLOOR. ELECTRICAL METER 110V DUPLEX-AFCI OUTLET AND 150 AMP BREAKER 220 VOLT OUTLET-WALL MOUNTED 3" CONDUIT, RUN TO POLE EXTERIOR WALL EL CTRICAL SERVICE RISER ► TELEPHONE OUTLET -cfl- SWITCH - '- -T WITCH HREE WAY S _ _ . o-� PUSH BUTTON SWITCH DOOR BELL CHIMES O--r CABLE TELEVISION OUTLET ma -0- LIGHT FIXTURE-CEILING MOUNTED -Y LIGHT FIXTURE-WALL MOUNTED BEACHES I SMOKE DETECTOR-CEILING. I HABIT � S MOUNTED AT FOR a SMOKE DETECTOR-WALL MOUNTED HUMANITY 797 MAYPORT ROAD ® EXHAUST FAN ' ' ATLANTIC BEACH, FL 32233 v ELECTRIC PANEL (904) 241-1222 FAX: (904)241-4310 to QUICK DISCONNECT ARCHITECT: FLOOD LIGHTS - DUAL HEAD I ( Julianne N. Overby, RA r i 1'x4' FLUORESCENT Architectural and Interior Design CEILING MOUNTED LIGHT FIXTURE Julianne N. Overby, R.A. r i 2452 Pullan Street 43 bitat Jacksonville Beach, Florida 32250 TER 904-704-8628 EAR , Email: jnoverby@att.net ATIO FL.AR-0017060.FL..ID-4621 Lw ^r /�% Qmt� i ► % �, _1` Z Z Z04 N %111101100 %momwo %11101000 Uj Uj W LL F 0 0 I I � Y ° , � �� I I c� YO W W W �LIGHT� LIGHT ] LIGHT I LIGHT/� �LIGHT� f- W ► I I , r F- W Q W (PIR I STAN) (PQWIR aN) (P IR FAN) (PRE FAN} I ( RE FAN) 2000 I _ m p I/T I � � r I I r - 06 —` Q Q (D 0 I _ Z W o o WWWQ -- o I f \ W I I � _ _ __ __ _ I _ VAC a O I— -- I o o Q f �1 Q I!QRt o H AC HV � � r I I WITC I TO �--Ll TO PROJECT TYPE. TRIPLEX TO i --- - -- - - IJBELOWII , — — WITC I � I r10 WITCH _ —— � __- ATE ISSUED. MAY 2, 2016 PELO 1 L T J L - REVISIONS: I I I O p r I' r ► r LIGHT10 I ' LIGHT (PREWIRE FAN) I LIGHT o I o , I � / , j I (PREWIRE FAN) i /� I i (PREWIRE FAN) f / :7 ITIL / ► I � \� \ �/ SHEET TITLE I I I I , ELECTRICAL TO L�1 \ LAYOUT \ / 1- -- -- - C - -- -- � ABOVE - MOVE l i TO LIG _ i AB OV - PLANS I SHEET NUMBER LOJ L�J LOJ L�J IL_j L�J UN'IT 'A' UNIT 'B' UNIT 'C' r r -� LoJ LoJ OFFICE COPY UNIT 'A' ' UNIT 'B' ' UNIT 'C' 2SECOND FLOOR ELECTRICAL LAYOUT PLAN FIRST F OOR ELECTRICAL LAY UT PLANPERMIT A-104 SCALE: 1/4" = V-0" A-104 SCALE: 1/4 = 1'-0" Inn SET i i i I I ELEVATION NOTES. STANDING SEAM METAL ROOF 4"W NDOW TRIM W/2"x2" HEAD TRIM HAR }IE RECESSSED PANEL i 4x4 P.T. WOOD BRACKETS (24" DEEP) BOARD & BATTEN STYLE VERTICAL SIDING FIBERGLASS SHINGLES i 110, 12 �4 +18'-7" A.F.F. � +17'-7" A.F.F. 4 411 4" 141 r1l TRUSS BEARING T — — FASCIA TRIM: 1"x8" SMOOTH �° � I ri _F17 W/1"x3" STEP 100 1"x4"WINDOW TRIM 5" HORIZONTAL SMOOTH LAP SIDING 1"x4"TRIM W/SIMPLICITY TOOL ALUMINUM CORNERS „ 1"x4"TRIM HORIZONTAL BAND: 5/4 x 8 SMOOTH 1 MTL. STANDING SEAM ROOF E I + 9'-5 1/2" A.F.F. - 0 s + 8-1 1/8 BEACHES A.F.F. � TRUSS BEARING 6"X6"TAPERED 13 LA Ir— COLUMNS HABITAT FOR HUMANITY 8" HORIZONTAL SMOOTH LAP SIDING 1"x4"TRIM 797 MAYPORT ROAD W/SIMPLICITY TOOL ALUMINUM CORNERS ATLANTIC BEACH, FL 32233 6"X6" TAPERED COLUMNS 10"X10" BASE (904)241-1222. FAX: (904)241-4310 tV 5/4"x 6"TRIM 1 i 5/4"x 6"TRIM +0'-0" ARCHITECT: F.F. — FINISHED FLOOR N. Overby, RAJulianne UNIT 'B' UNIT 'C' NAVD FFE = 14.86 UNIT 'A' Architectural and Interior Design r"'NENLARGED COLUMN DETAIL A FRONT ELEVATION 12 i, — " J ulianne N. Overby' R.A. �A-200S0CALE: 1/411 /4 - 1'-0" A-200 SCALE: 1/2 – 1 -0 2452 Pullian Street , 4 Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL.AR4)01 i 060.FL.ID-4621 +17'-7" A.F.F. Q V TRUSS BEARING Z T z D D D N W W WLL J + 9'-5 1/2" A.F.F. + 8'-1 1/8" A.F.F. Q V TRUSS BEARINGQ T W W QaQm c� c� cac� z z zF- Q , " T W T — +0-0 F.F. V FINISHED FLOOR U U 0 O 0 UNIT 'C' FFE = 14.16 Q B SIDE ELEVATION Me O t0 �10 SCALE: 1/4" = 1'-0" 12 r T 4G� i PROJECT TYPE: TRIPLEX DATE ISSUED: MAY 2, 2016 REVISIONS: SHEET TITLE EXTERIOR U U --.N- --u4- -&UL1 ELEVATIONS I Ll I I a SHEET NUMBER 11 H 4- UNIT 'A' UNIT 'A' GLASS LIGHT EXTERIOR DOOR UNIT 'B' 4X4 P.T. WOOD BRACKETS (T'YP.) UN'IT 'C' MTL. STANDING SEAM ROOF j ELEVATION rc REAR ELEVATION LOUVERED SCREEN WALL LOUVERED SCREEN WALL P.T. 2x WOOD RAFTERS SIDE E �� � P.T. 2x6 WOOD RAFTERS &COLLAR BEAM. GLASS LIGHT EXTERIOR DOOR & GIRDER(TYP.} ��00 SCALE: 1/4" — 1'-0" A-200 SCALE: 1/4 _– 1 -0 P.T. 4X4 WOOD BRACKETS OFFICE COPY PERMIT SET i w;l' ATTACH 2" M ETAL ::::::::::::::::. .................. ... .......... C-CHAMUM NNEL TO TOP OF OSB SHEATHING, USE FIRE-TREATED GYPSUM LINER PANEL � �� i ilCL PLYWOOD WHEN AT A MINIMUM - - SEPARATION WALL DISTANCE OF 4' FROM FIRE WALL PRE-ENGINEERED BEACHES —' WOOD ROOF TRUSSES Ile FIRE RESISTANCE RATINGS - ANSI/UL 263 W HABITAT FOR X X Design No. U336 0_ HUMANITY December 06, 1996 �_ 797 MAYPORT ROAD NOTE: NO ROOF PENETRATIONS Exposed to fire from separation wall side only ATLANTIC BEACH, FL 32233 WITHIN 4'-0" OF FIRE WALL Nonbearing Wall Rating - 2 Hr ^ Finish Rating - 120 Min (904) 241-1222 FAX: (904)241-4310 ALIGN TRUSSES WITH INSIDE EDGE OF FRAME WALL 6 3 A `r SEPARATION WALL: (Max Height _ 44 ft) CONTINUE Y2" GYPSUM WALL r 1. Floor, Intermediate or Top Wall - 2" wide channel shaped with 1' long legs �? ARCHITECT: BOARD TO ROOF DECK NOTCHEDJ. R-30 BLOWN form from No. 25 MSG gals steel, secured with suitable fasteners spaced 24" w. AROUND WOOD TRUSS MEMBERS. 4 CELLULOSE O.C. Julianne N. Overby, RA APPLY INTUMESCENT COATING AT ?f INSULATION 2. Metal Studs - Steel members formed from No. 25 MSG galv steel having ALL PENETRATIONS. 1-3/8". •t ,:. 4. : . v "H" shaped flange spaced 24" O.C., overall depth 2" and flange width 1-3/8" Architectural and Interior Design 3. Gypsum Board* - Two layers of 1 thick gypsum wallboard liner panels, A Julianne N. Overby,R.A. supplied in nom 24" widths. Vertical edges of panels friction fitted into "H" 2452 Pullian Street .... a shaped studs. 2 4 Jacksonville Beach, Florida 32250 1/2" GYPSUM WALL 904-704-8625 BOARD CANADIAN GYPSUM COMPANY - Type SLX. Email: jnoverby@att.net .063 USG ALUMINUM ANGLE CLIPS Fz..��x-ooi7o6o.FL.ig-462 UNITED STATES GYPSUM COMPANY - Type SLX. - "THERMAFIBER" INSULATION 3 SPACED AS REQUIRED t FIRE BLOCKING AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) 2 4. Wood Studs - Nom 2" by 4" max spacing 24" O.C. Studs cross braced at 6 Q (2) LAYERS 1" USG GYPSUM mid-height where necessary for clip attachment. Min 3/4" separation between r ' LINER PANEL wood framing and fire separation wall. M ' 5. Gypsum Board - Classified or Unclassified - Min 1 �. R11/19 FIBERGLASS YP 2" thick, 4'-0" wide,/ BATT INSULATION 1" (3/4" MINIMUM) AIR SPACE applied either horizontally or vertically. Wallboard attached to studs w/ 1-1/4" Z Z Z N long steel drywall nails spaces 8" O.C. Vertical joints located over studs. 4 4N (Optional) Joints covered with paper tape and joint compound. Nail heads D D D 1/2- GYPSUM WALL BOARD OVER #2 *"moi '`w covered with joint compound. SPF WOOD STUDS 0 16 O.C. E � 6. Attachment Clips - Aluminum angle, 0.063" thick, 2" wide with 2" and 5 5 UJ W W ! 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and L ` — 2" METAL H-CHANNEL with Type W screws 1-1/4 long to wood framing through holes provided in •+ clip. �., OC OC E = 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space 1" (3/4" MiN} AIRSPACE 23/32» T&G PLYWOOD METAL ANGLE - SPACE AS REQUIRED clips a mas of 10'-0 O.C. vertically between wood framing and "H" studs. SUBFLOORING GLUED AND 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. Space Q I SCREWED OVER PRE-ENGINEERED IT I.b., 2x SILL PLATE W LLL W WOOD FLOOR TRUSSES clips as described in Mem 6A for upper 24'-0". Remaining wall area belowIN= W requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H" SECTION A-A studs. Q Q Q * 0 CD 0 (a) Bearing the UL Classification Mark Z ZF-- PRE-ENGINEERED WOOD WWW Q FLOOR TRUSS SEE STRUCTURAL DRAWINGS 000 J+ O 1/2" GYPSUM WALL BOARD PROJECT TYPE: TRIPLEX 2x6 STUD WALL @ 24" OAC. DATE ISSUED: MAY 2, 2016 1/2" GYPSUM WALL VII/ R-19 INSULATION 2" BOARD OVER 2x #2 SPF REVISIONS: 1 .063" USG ALUMINUM ANGLE CLIPS --1 WOOD STUDS @ 16" O.C. - SPACED- AS REQUIRED NON-COMBUSTIBLE SIDING OR 1/2" GYPSUM WALL BOARD ti R11 FIBERGLASS BATT STUCCO OVER APPROV D INSULATION �� ATTACH 2" METAL CHANNEL TO ;.. 2x4 STUD WALL @ 24 O.C. HOUSE WRAP VAPOR BATRIER CONCRETE SLAB W/ 'PASLODE' r 1" (3/4" MINIMUM) W R-13 INSULATION ! OR EQUIVALENT ANCHORS @ 24 AIR SPACE / FIRE RETARDANT Q.C. MAXIMUM 2 LAYERS 1 USG PLYWOOD SHEATHING. EXTENDED ' GYPSUM LINER PANEL - 1 ' 4' 0" HORIZONTAL DI TANCE BOTH. SHEET TITLE 2x SILL PLATE W/ _ FOAM. SILL SEAL :�� � OF SE_PA RATI- - O-N W- ALL `— SIDES FIREWALL OF , WALL Adl 2 USG 'C' RUNNER ; . 2" USG 'H' STUD SECTIONS a . a a . 2X6 STUD WALL @ 2411 O'C' � . . . . ' . . . .a � a .4 W R-19 INSULATION AND 4. 4A a .a (2) 1 USG GYPSUM LINER PANEL a' (SEE SECTION THROUGH DETAILS CONCRETE GRADE BEAM SEPARATION WALL) CIL SEE FOUNDATION PLAN) SHEET NUMBER I SEPARATION WALL ( 1 WALL SECTION 2 PLAN DETAIL �00 SCALE: 1" = 1'-0 �OO " SCALE: N.T.S. - OFFICE COPY ., j PERMIT SET i I I I i , , STAIR NOTES: I i 1. STAIR DETAILS PROVIDED FOR DESIGN INTENT. 2. SEE STRUCTURAL SHEETS FOR STAIR FOUNDATION, STRUCTURAL MEMBERS. CONNECTIONS AND ATTACHMENT TO STRUCTURAL 3. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. I 4. PROVIDE WOOD BLOCKING IN WALL AS NECESSARY TO SUPPORT RAILS I AND RAIL SUPPORTS. i ; FIBERGLASS ASPHALT SHINGLE i ROOFING OVER 30# FELT OVER 7/16 OSB OVER PRE—ENGINEERED ROOF TRUSSES H.al 1 SEE STRUCTURALat fj BLOWN IN CELLULOSE & INSULATION BAFFLES BETWEEN EACH TRUSS 12 i HURRICANE CLIP @ EACH TRUSS 4 BEACHES — SEE STRUCTURAL DRAWINGS HABITAT FOR (2) 2x PLATES — SEE HUMANITY STRUCTURAL 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, R VENTED VINYL SOFFIT INSTALLED Architectural and Interior Design PER MANUFACTURERS SPEC. R-30 MIN. BLOWN—IN Julianne N. Overby, R.A. VINYL "F CHANNEL INSULATION 2452 Pullian Street 5/4 x 6 FIBER CEMENT FREIZE 12 Jacksonville Beach, Florida 32250 1 GYPSUM WALL 904-704-8628 BOARD / j R—19 BATT I N S U LATI O N BOARD. MUD AND 1 Ercall: jnoverby@att.net FL.AR-0017060.FL.ID-4621 TAPE ALL JOINTS HURRICANE ROD SYSTEM — SEE AND FASTENER STRUCTURAL DRAWINGS HOLES. SAND ALL „ 1Q SURFACES FLUSH. - 7/16 OSB OVER 2x STUDS — 00 „ - - SEE STRUCTURAL DRAWINGS U M VERTICAL SIDING 23/32" TBcG PLYWOOD z Z Z CV (BOARD 8c BATTEN LOOK) SUBFLOORING GLUED AN D D D SCREWED OVER PRE—ENGINEERED TO BE INSTALLED PER ' TON WOOD FLOOR TRUSSES J MANUFACTURES SPECIFICA 4 STAIR DETAIL > LL DAMP PROOF BARRIER LAP _ 1 i1 ? ? .% OVER FLASHING 8c SHIM -- _ A-301 SCALE: 3/4,1 - 1 -0 w P.T. 5/4 x 8 Q Q Q CONTINUOUS TRIM W W W H 1- FM UJI aaam 2x SILL PLATE 0 0 0 V z Z Z TAL LAP SIDING Q Q HORIZON TO BE INSTALLED PER ' SPECIFICATION 1 /2 WWW " GYPSUM MANUFACTURE'S S S I, WALL BOARD 00 0I— a REINFORCED CONCRETE SLAB & FOUNDATION — SEE STRUCTURAL 2x PRESSURE TREATED PLATE DRAWINGS PROJECT TYPE: TRIPLEX OVER FOAM SILL SEAL — SEE STRUCTURAL DRAWINGS FOR ' DATE ISSUED: MAY 2, 2016 6 MIL VAPOR MASTER I ANCHORAGE REVISIONS: BARRIER OVER BEDROOM CLEAN, CLOSET / EXTEND HOUSE WRAP BELOW FINISH _ COMPACTED AND s'cLG. / FLOOR. SECURE WITH STARTER TERMITE TREATED / Lz „%_� STRIP SOIL I I <� P FINISHED FLOOR % a , 0 FINISHED GRADE e r 3'-4” �� �° x:a SHEET TITLE rk ell 2 2 �`V P° STAIR SECTION 1 x-A„� -`',• � �� .' d; e `"\_``�. ��` �� ,` � � ii' DOOR 0 r j TO AND 0 0 %. AH UNIT U- ;,' � TALI Sa ., N x=a DETAILS INTERIOR STORAGE $ CLG. LO (CONDITIONED) -1 (� 4 41-6 SHEET NUMBER PARTIAL WAL A-301 W/ WOOD CAP WALL SECTION 2 STAIR SECTION 3 GREAT ROOM SECTION A-301 SCALE: 1" = 1'-0" AT SEPARATION WALL A-301 SCALE: 1/411 - 1 1-011A-301 SCALE: 1/499 - 1 -0 11 OFFICE COPY PERMIT SET THIS DOCUMENT, ALONG! WITF SPECIFICATIONS: (continued) ASSOCIATED DOCUMENTS, IS GENERAL NOTES: EZ �2 AN INSTRUMENT OF specifications depicted within these engineering documents shall be reviewed b the client and each material and/or OTHER FRAMING CODES & DESIGN STANDARDS: DESIGN LOADS: � �P ENGINEER'S SERVICE FOR 1.All notes,drawings,details,tables,references and p p g $ Y THE EXCLUSIVE USE AT THF for the same. Labor and/or materials shall only be d herein or providing labor and/or materials n truction of the structure depicted Y o w /ii��i� ;a�', i/ //!i/j, i�' !!%%/ii ' i!// PROJECT TITLED HEREIN. service contributor prior to initiating cos P P g1.All structural dimensional/solid-sawn framing members except as noted or specified otherwise shall be#2 SYP lumber w/maximum 19/o moisture content. %.-ii ,ri. i ;i �i, r� ri i� �! r it -. . herein,a well as a ( } gP ' furnished by those persons and/or entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted e sFlorida Building Code-Residential 2010 ROOFS i� / INFORMATION DERIVED FROh h knowledge of applicable construction and safe practices required to execute a design such as the one depicted herein. / �� thoroug g pp t}'p q Florida Building Code 2010(as applicable) LIVE LOAD 20#/sf j , j//�i///. THIS DOCUMENT, AND/OR 2.All engineered wood beams shall be Trus Joist/1-Level/Weyerhaeuser brand Microllam LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in DEAD LOAD/SHINGLES 7#/sf ��� i; ZONE"I" ;ii ,%/ j ASSOCIATED DOCUMENTS, MA: 2.These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 accordance with the manufacturer's specifications,instructions End directions. j/ / / /: NOT BE USED FOR OTHER g g p p ASCE 7-10 DEAD LOAD/TILE 20#/sf "flood"design,unless specifically noted within these documents R301.1.3 and R301.2.1.4 ��� �� '�� '��� �� WORK(S) OR PROJECT(S) and 1610 of the Florida Building Code,and/or Sections R301.1 (excluding g , p y ), NDS-05 DURATION FACTOR 1.25 ii �// '�� I/ 3.All engineered wood posts or columns shall be Trus Joist/I-L evel/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members,as specified,or a /�, /� ,- i .. /! � WITHOUT THE EXPRESS R 01.5 R301.6 and R301.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing the necessary analysis, TPI 1-07 FLOORS i � i, i along with Tables 3 gequivalent,except as noted. Vertical post or columns s ecified n the framing plans and/or details as engineered wood may not be built-up or pieced together to form = r� //� /;, % ;, % i�;j��;/;; /� ,/�;: /,, WRITTEN PERMISSION OF TH, 1 d specifications common) required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the q P P P g P g Y P P g ACI 318-05 LIVE LOAD 40#/sf z // �/ %� . drawings,details an s Y q P Y ;; ca SID ii ;i!, ri �i „ „ a g P the specified dimensions;the must be solid,one-piece members. Post or columns specified within these construction documents as dimensionaVsolid-sawn members- o , ;, , , i ZONE I ii,; �- e as well as all elements of a non-structural nature. Additional) the P Y WFCM-01 DEAD LOAD 12#/sf(Including Cin Below � ,,I _ +� ai�;ii;:i� !/ii! ii /'i i ! x REV DEN77E,iIDREPIWN aforementioned sections of the code and specifically excludes other elements of a structural nature y' i.e.4x4 4x6 6x6 etc.-may be replaced b a similar-sized e. a 5.25"x 5.25"EWP in lieu of a 6x6 SYP engineered wood post without additional analysis or ( g g ) ( i w ;i!'// �/ , :'fir /i! i!,iii �' engineer's scope of work specifically excludes engineering functions delegated to others[i.e.roof and/or floor truss design,engineered wood products design(except EWP Y P y ( g ) g P Y DURATION FACTOR 1.00 documentation required by the engineer. zoNE ; / ;� specified herein),etc.]as well as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including drainage),etc. And, DESIGN CRITERIA: ��- z .� ii' CEILINGS/ATTICS ii ° !ii „ „ i / �i r, it din but not limited to egress and life safety; �/' /� I �/'/ , �/ � / e f works specifically excludes design elements of an architectural or non-structural nature,including g ty, LIVE LOAD/NO STORAGE 10#/sf(Noll-concurrent) �i i' i; i iii, �i the engineer's scop o p y g 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 b , ; ,;; / -� / // %%: zoNE iii �i " • fire-resistance;ener efficiene etc. The en engineer further warrants that the g ' P g P g P Y LIVE LOAD w/STORAGE 20#/sf Co icurrent // �, �� i i "I° �! i '2 protection,infiltration and/or resistance;resistance to wood destroying organisms( WDO ), energy y, g r crewed as specified and glue or other adhesives shall not be used in lace of nails BUILDING TYPE ENCLOSED ( ) ;� ;� ;;. ,�; ,�r�; ;�, i ; ;;i; f his or her knowledge,complies with the applicable portions of the aforementioned sections of the code and makes the applicable code referenced herein. All envelope sheathings all be nailed and/or s p g p e�', ;,i i i structure depicted within these documents,to the best o g , p pp p BASIC WIND SPEED 130 mph 3 sec.gust) DEAD LOAD 5#/sf ! ii i '; i � _ no other claims warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address or screws. P ( g ) '' / '���� �'' �� 3 g g i�!�r;moi j/;i r ;;, ;i ;r i EXPSOUIRE CATEGORY C WIND /!�//;/ " i ;,�%!i moi!, i;,ii;//i; f the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be BUILDING CATEGORY II LOADING PER TABLES it ,i ;,iii io ii _ elements beyond the specific confines o P Y ��� ii/ - 4 Y P5.All engineered components,including roof trusses,floor trusses,I joist,etc.,shall be installed in accordance with the manufacturers specifications,instructions and !iii ,� �i� -, ; responsibility of the appropriate entity-i.e.owner,architect,contractor,and/or building official,individually and collectively-to design,account for or otherwise verify as INTERNAL PRESSURE Coef. +0.18/-0.18 DURATION FACTOR 1.60 �; appropriate for the intended purpose. directions. ; ; ; PrP �i ,/ ;�i /� ZONE !/; ZONE :,� SIESMIC N/A "I" /i/ ii I. \/.// C�`b " The 6.All sheathing shall be either APA-or TECO-rated,Eposure 1,PSI/PS2(Structural 1 rated sheathing NOT required except when specifically identified as such). N - -. -"�i�,�; ,I // �i �; w 3.The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding or the associated effects Sheathing may be either OSB or plywood,unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly ``l �'I CASTILLO thereof It is the responsibility of others-i.e.owner,architect,contractor,site developer and/or building official,individually and collectively-to establish the minimum g Y „ .p Y P g P P g g y '� " rr GABLE „ „ blocked. Use of ply clips or similar edge support is requiredat unsupported panel edges of roof sheathing 7/16 thick when supports are spaced at greater than 16 o/c. EZ ZONE 3 -CORNER appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than ... " " " ZONE(S),TYPICAL Group the minimum prescribed b FEMA as prescribed b FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32 thick when supporting the roofs. Use of ply clips. P Y P Y or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roof and wall by the local controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone sheathing shall not be less than 7/16"thick. Floor sheathing shall not be less than 23/32"thick with all ane)edges supported(tongue& rove or blocked). Some AFI°rldaC°,�°ra"°" "V"unless these engineering documents specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. g g P g PP ( $ g ) ROOF PLAN/VIE W ZONE"i"-INTERIOR ZONE(S) g design loads require thicker panels;see sheathing specifications for specific minimum panel thicknesses,required span ratings and fastening information. DeSI Hers 4.The design(s)depicted within these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced „ I 1t 1T % ZONE"2"-END/EDGE ZONE(S) Engineers O P 7.At exterior walls clad with a stucco or an applied-stone vene r finish,the APA(www.a awood.or recommends the use of either 15/32 thick,32/16 span-rated ,. herein)as interpreted and enforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within the design(s) sheathing(Exposure 1 PS 1/PS2 or 7/16"thick 24/16 span .d Structural I rate sheathing when the sheathing is installed with a vertical orientation ion axis EZ DIMENSION: 6550 Roosevelt Blvd. or documents,nor of any inconsistencies between the design(s)and documents and the applicable laws,codes,et al. However,should any portion of these engineering g( P )- Technical Bulletin TB-20 for additional information). he discretion t°enforce the aforementioned recommendation g at the sole _ 2 Jacicsonvllle,FL 3iZ44 r documents be found to include an error or omission the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to parallel to the studs)on the wall(see ex* 5 311 x x ZONE°3"-CORNER ZONE(S) (904)-n2 6ioo • ;. { g Pdiscretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the FL CoA No.29O15 the client-unless the error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer ty g g g j project. Y significantly suitability of the nonconforming materials with the Building Official having jurisdiction over the ro ect. Failure to do so may result m the need to si nificantl enhance for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the the construction of the exterior walls. engineering documents or addendum thereto. Q - identified herein. The design(s)depicted herein may not be used to 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordance with the manufacturer's specifications,instructions and 5.These engineering documents may be used one-time-only,and only at the specific site or locationO P Y directions. Alternates to the specified Simpson connectors may be used provided that the alternate connectors meet or exceed the specifications of the connector(s) � execute(a)subsequent structure(s)or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. 0 specified and have appropriate product approval and installationinstructions and directions. �` �' 6.Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. V O 7.Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. FOUNDATIONS,CONCRETE&MASONRY � �"I1 E"'4 other data or information shall be reported to the 1.The foundation design(s)depicted within these engineering d)cuments has been completed in accordance with recognized standards,recommended soil design m H 8.Any discrepancies between these engineering documents and the architectural drawings,site plan,survey and/or 0th P engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during parameters and accepted engineering design procedures and is ased upon the best information available at the time of their preparation. The design(s)depicted herein /are intended to minimize differential movement resulting fro the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the construction,construction should cease until such time as the discrepancies have been resolved. foundation components will experience movement throughout t ie useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of ! . details provided b others-that include dimensions opening locations the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage,maintenance,the construction of N 0 9.These engineering documents have been prepared consistent with the architectural drawings and d p y P g 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 and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information performance. I/ >_� or for claims arising from the use thereof 10.Unless specifically depicted within these engineering documents,the engineer has not been made aware of nor accounted for other components,elements or systems 2.The foundation design(s)depicted within these engineering documents has/have been prepared based on a relatively flat,well drained building site featuring exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load(at-rest pressure)of 60#/sf per foot of depth that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. with a level back slope. Should site conditions be adverse to-o•otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and ' �` 7 , O 11.These engineering documents should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additional direction. O assumed based upon the"scaled"wall width depicted on these or an other drawings,or based upon notes or references included in the architectural framing shall not be ass p P Y g 3.Backfill should not be placed adjacent to the foundation wall until the walls have cured adequately to provide sufficient strength and have been anchored to the floor O drawings. system above or otherwise properly braced or shored to prevent damage to the wall. - Q.) etc.of headers beams columns osts - � U 12.These engineering documents include specific information of a structural nature i.e.the size,grade,species,quantity,strength, ,posts, 4.Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing capacity. = M_- studs,joists,rafters,sheathing,footings,reinforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be shown on the In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the satisfaction of the Building Official. associated architectural drawings. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded oy enhanced, r oti � within reason,at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. FLOOR PLANNIEW V\ 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated � � U 13.These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using column or wall,unless indicated otherwise. �.T.� ' le r otherwise unusable obtain complete and legible documents before 11 II 1-1 ZONE"4°-INTERIOR ZONE(S) � � a the documents for any purpose. If(a)page(s)of the engineering documents is/are missing,illegible o P g 6.The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of those ste s o s and elevation EZ DIMENSION: r proceeding with intended use. p 'J g P P P P J g � Cn P g changes indicated or otherwise known to the engineer have been depicted within these engineering documents,it is understood that some of these items may change x� 5�_3�� ?'c� �/� ZONE"s"-END/EDGE ZONE(S) during actual construction. The design(s)depicted herein can o ily address the proper foundation configuration as specifically depicted herein and could require n 14.It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements of the authorities having additional analysis and effort should d revisions merit. M� O jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors are responsible for the means and W CA methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and W e until a the have been reviewed b the have been 7.Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion of the structural MAX. ON-CENTER STUD SPACING (in INCHES) ^ � [--� standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used for any purpose ) y ) y system. It is the sole responsibility of the contractor(s)and lab r contributors executing the design(s)depicted within these engineering documents to adequately shore W 1 approved,and c)(an)appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ies)or their designee(s). the walls throughout the construction process to maintain the in:egrity of the design(s). END-ZONE/INTERIOR ZONE. Furthermore,all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the authority(ies)responsible for the > � 4 WIND 130/c FLEXIBLE FINISHES (NOT STUCCO) issuance of any permit(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy(or similar statement of g,The building site shall be cleared of all to soil and organic .atter beneath the planned structure location as well as for an additional five feet or more beyond the Mn.Rf.Ht. <30' completion)shall be issued for the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise used f&any,-purpose,until such g P g P Y FINISH FLEX. 2x4 2X6 2x8 2xlo is safe sound and in compliance with all perimeter thereof. Unless otherwise indicated,all footings and at concrete shall bear upon non-organic,undisturbed soils compacted to a density of not less than 95% - PLATE HEIGHT - E �-� I time as the authority(ies)having jurisdiction over the construction and/or occupancy of said structure have confirmed the structureP f Modified Proctor Maximum D Density(ASTM D1557 fo a depth of not less than two feet 24 inches below the bottom of the footingor slab;Or,upon clean (NOMINAL) #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP applicable laws rules codes,etc. and consistent with the drawings,details,tables references ands specifications depicted within these engineering documents. ° n' ( ). P ( ) P " i.-�. PP > > > g � P P g g GW-,GP-,SW-,and/or SP-class fills with any organic material,removed. Fill,as required,shall be placed atop non-organic,undisturbed�soils(with the compaction COMPONENT & CLADDING PRESSURES (in psf�-Vsd or ALLOWABLE. 18' 24°/24" 24"/24" 2411I24° 24°/24" 24"/2411 24°/24° 24"/24° �ft) O9 thereof verified as previously referenced and added in one foot(12 inch)lifts and each lift shall be compacted to a density of not less than 95%of Modified Proctor WIND 3 / 44",24" 24"/24" 24'/24" 24"/24" 24"/?4" 24"/24" 24"/24" engineering documents to determine .1, ro er P Y ) 1 o C _ " _. ___ 15.It is the sole responsibility of the contractors and labor contributors executing the design(s)depicted within these g _ �P p P tY � ) Maximum Dry Density(ASTM D1557). These minimum specifications may be exceeded or superseded by either a geotechnical engineer rig report specific to.the PITCH >6/12 ROOFS(all values negative i.e. UPLIFT ) WALLS(incl.Wmdol�s 4�i'Doors) 10' 12"i16" 12"/16° ?-1"/24" 24"/24° 24"/24" 24"/24" 24"/24" ►"� insure the safe of those providing the labor and materials necessary to execute the designs,as well as insure t ie soundness erection procedures and sequences required to ms safety p g �' . . building site or at the direction of the Building Official as deemed necessary to achieve the minimum required 2 000#/s soil bearing capacity,but in no case shall the Mn.Rf.Ht. 15' ZONE"3" ZONE"2" ZONE"1" OVERHANG OVERHANG END ZONES 1'ERIOR ZONES 11' 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" r� of the structure and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibility of the contractor(s)anglabor g g. ' . q ( ' g AREA(ins .ft.) CORNERS END/EDGE INTERIOR CORNER INTERIOR NEGATIVE POSITIVE NEG.`F i!`l: POSITIVE 12' 6"/8" 8"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction process,wil such time site be prepared to a lesser degree than that which is outlined herein. W within these documents are properly installed inspected and approved. Bracing shown throughout these <lo -25.85 -25.85 -22.10 -37.46 -37.64 -29.60 22.10 -2 .98 22.10 � �� ,� �� ,� ,� �, „ „ ,. 14 N.P. N.P. 12/16 24/24 24/24 24/24 24/24 �� E...� C/� as all of the structural elements and components depicted P P Y P PP 9.All concrete slabs on grade shall be no less than the thicknessindicated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop 20 -24.73 -24.73 -20.98 -36.34 -36.34 -27.72 21.17 -2'.04 21.17 16' N.P. N.P. 121/16" 16"/16" 16"/24" 24"/24" 24"/24" .1) engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. n barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 W1.4xl.4 50 -23.23 -23.23 -19.48 -34.84 -34.84 -24.91 19.67 -2 .54 19.67 „ „ „ „ „ „ „ g g P (minimum)Emil polyethylene(visquee )b pp t _ ls.s N.P. N.P. s /s 8"/12" 12/12 24/24 24/24 � �:) d1*1 -22.10 -18.36 -33.72 -33.72 -23.04 18.73 -2 .60 18.73 � �� �� �� �� �� �� � „ „ „ 16.Yet-to-be-installed buildingmaterials-such as sum board("drywall")and roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within WWM,lapped not less than 8"at edges/ends,in conformance with ASTM A-185,or Fiber-Mesh reinforcement shall be used with minimuM 2" fiber length at a rate of 1 >100 -22.10 Q�) W• gYP lb.per cubic yard of concrete,complying with ASTM C-1116. 19.s N.P. N.P. s/s 8 /8 s /12 24'/24 24/24 � these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads of the otherwise within these documents 40#/sf for floors and 20#/sf for roofs. 2o.s' N.P. N.P. 6°/s° 8"/8° 8°/s° 16°/24° 24"/2x" 21.5' N.P. N.P. 6"/6" 6"/8" 8"/8" 16/16" 24"/24" �4 floor or roof;Unless indicated o 10.Minimum compressive strength of all concrete used for foundations,slabs etc.shall be 2 500 si at 28 days. ,� W P g � P Y materials specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions 22.5 N.P. N.P. N.P. 6/6 6/s 16/16 24/2a 17.All mat p g g P P 11.Where indicated,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less provided b the manufacturer,or as otherwise indicated by the code or associated product approval document. �:) � v) P Y � than 3,000psi at 28 days. - W ,�/ 18.These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associated MAX. ON CENTER STUD SPACING (in INCHES) Z n I4 g g P P g 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: U Fri W standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards and me hodologies are a)Concrete cast against earth: 3" routinely updated and/or supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and b)Formed concrete exposed to earth or weather: 1'/2" END-ZONE/INTERIOR BRITTLE IERIOR ZONE: � O enforcement agency(and subsequently used for construction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective 3 „ WIND 130/c BRITTLE FINISHES (STUCCO,et al) 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 Q ' g g Mn.Rf.Ht. <30' O engineer,who may subsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,standards and/or FINISH BRIT. 2x4 2x6 2x8 2x10 U 13.All reinforcement shall be conform to ASTM A-615 and begrade 40(G40)unless indicated on the plans and/or details as grade 60(G60). All longitudinal PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP methodologies. In no case shall these documents be used for permitting or construction more than one(1)year after their date of original issue. horizontal reinforcing in walls and footings shall be continuous at/around corners and intersections and/or matching corner bars shall be used. All longitudinal NOMINAL O W (horizontal) g g , g g• 8' 16"/16" 16/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 1 19.Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme (horizontal)reinforcing shall be lapped at splices a minimum o 40 bar diameters(20"minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall be g g P g• P , lapped at splices a minimum of 25 . LE(;END - ff rt to minimize the otential for errors omissions and/or conflicts. 9' 12°/16° 12°/16° 24"/24" 2a°/24" .2x"/24" 24"/24" 24"/24° r� t , n n n „ ° " n� , n u n n " care and code-required factors of safety have been applied throughout their preparation in an e o p , „ L. to 10"/12" 10"/12 24"/24" 24/24 24'/24 241724" 24"/24" 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 of the - � `� rY P P PP . . 14.ALL concrete operations including but not limited to mix design,mixing,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done (2)2x10-2/3 HEADER/BEAM CALL-OUT 11' 6"/8" s"/8" 20"/24" 24"/24" 24"/24" 24"/24" 24"/24" t �:) �, engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the paper phase,opportunities do exist for the design to require additional effort in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete. once construction has commenced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as q PP P 12' N.P. N.P. I8"/20" 22"/26" 24"/24" 24"/24" 24"/24" NUMBER OF KING-STUDS EACH SIDE OF OPENING 14' N.P. N.P. 8"/12" 12"/12" 12"/16" 24"/24" 24"/24" P__� �� depicted herein,causes the engineer to be unable to accept back-charges for errors or omissions contained within the design(s)depicted herein. 15.All masonry work shall be in accordance with ACI 530/AS 'E 5/TMS 402 Masonry Building Code. NUMBER OF JACK-STUDS EACH SIDE OF OPENING I 16' N.P. N.P. 6"/8° 8"/8" 8°/12" 16"124" 24"/24" � r--� i 7 ideas expressed herein are an instrument of service and remain the physical and intellectual property oftheengineer. SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) ls.s' N.P. N.P. N.P. N.P. 6"/6" 12"/16" 24"/24" • NUMBER OF PLIES IN HEADER 19.5' N.P. N.P. N.P. N.P. 5"/6" 12"/12" 24"/24" O 20.These engineering documents and the designs and fide p P Y 16.Concrete masonryunits shall be ASTM C90-75,Hollow Load-Bearing Concrete MasonryUnits Type I Grade N-1 normal weight,with a minimum compressive For cause,upon notice,the documents shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elements contained strength of 2,000pi m= 1,500psi). g yP p �j C) P herein are prohibited without the expressed written consent of the engineer. ! 2o.s' N.P. N.P. N.P. N.P. N.P. 8°/12° 16"/24" 1 ALL EXTERIOR HEADERS (2)2x6-1/2 UNLESS NOTED OTHERWISE 21.5' N.P. N.P. N.P. N.P. N.P. 8"/8" 16/16" r-I F_� 17.Mortar shall conform to ASTM C270 and be Type S. 22.5' N.P. N.P. N.P. N.P. N.P. 8"/8" 16"/16" Z21. These engineering documents have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer 1.1as used YP ALL INTERIOR HEADERS (2)2x6-1/1 UNLESS NOTED OTHERWISE �'� g g P P resources reasonably available to him,based upon the information relayed by the client,to determine the appropriate wind speed and exposure for the specific site or EXTERIOR STUDS SPACED AT GREATER THAN 16 o/c SHALL 18. Grout when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" BE SHEATHED WITH MINIMUM 3�" (g"NOMINAL)SHEATHING location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind speed maps and 11 V. published by the local controlling authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the WITH VERTICAL APPLICATIONS&STUCCO FINISHES. DESIGN MEB wind speed,exposure and other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing construction from them. 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCr;te,shall be provided over all openings in CMU walls,unless specified differently on the drawings. ! DRAFT MEB The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. b the client(or others),or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. 4 MAXIMUM L S CENTER STUD SPACING IS 16"WHEN USING " y "RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES�'HE THICK WALL SHEATHING. 16 CHECKED EA W 20.Provide horizontal joint reinforcing in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM A167 Type 304. SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE SCALE N.T.S. E >INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER i STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6"OR 8" SPECIFICATIONS: MAY BE DOUBLED AND SPACED AT 12 OR 16 ON-CENTER, DATE 6.6.2016 STEEL - I RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED JOB NO. 16-154 WOOD FRAME WALLS 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC"Specification for the Design,Fabrication and Erection of Structural Steel TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. 1.Unless otherwise specifically indicated within these documents,vertical wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-framed")when Buildings,"9th edition. FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MAS RY CONNECTOR SCHEDULE SQ.FT. NA full braced b an intersectio sheathed floors stem. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system"and should not be . f �Prog rle'R Y Y P g g P Y Y g P Y g g(studs) 2. Structural steel shall be ASTM A36 except as noted below: CLIP,TIE FASTENERS NAILS/SCREWS TO HARDWARE/ INT LO ATION EXT/)/ONO FOUNDATION DXT/gTEAI-WALL FOUNDATION G�A�U WALL TIE-BDAA/ /LINTEL * �tl �I used to support platform framing unless specifically designed to do so and specified as such b the engineer. All vertical wall framin studs shall be continuous and P or STRAP or NAILS FRAMING MEMBERS CONNECTOR (SAE 1018) flW r uninterrupted between points of lateral support. a)Pipe ASTM A53,Type E or S,grade B ATR DIA d11N EMBED MIN EMBED MIN EDOE MIN EMBED MIN /MAX EDC MIN EMBED EDGE DIST +0 0 0 0.0'+,.r /�•r�4� b)Tube ASTM A500 H2.5 (5)8d PER END (12)16d ABU-44,-66 5/8" 5-1/2" M- 2 3" 12" 1-3/4"/6" N/A 2.All top-and shoe-or sole-plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete or masonry HS (4)sa PER END ,./MIN �"«�2-1/r'sPc'G C.L.w/MIN „ ine"� i (10)16d/EACH LTT20B&DTT2 1/2"(EA) 5-i/2' 12" i-3/4"/6" 12" 3.All bolts anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. Hs (5)10d I-112"PER END ,, 2-I/2"SPC'G 2"«V/4"SPC'G 3"SPACING % P a � .. shall be pressure preservative treated. ' (22)10d SINGLE MGT 5/8" 5-1/2" 5-1/2" 3" 12" 1-3/4"/6" 12" '1111I *` 1 40 MTS 12 (14)lOd or IOd x 1-1/2"TOTAL C.L. 2x(22)10d DOUBLE MGT (2)5/8" 5-1/2" 9-1/2" 3" 12" 3-1/2"/4" 12" C.L. o • wdo 3.All vertical wall framing studs -including"jacks"and"trimmers"-through 2x6 shall be#2 #3 or Stud Grade SPF lumber,as indicated on the fans anchor 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 HTS20 (20)10d or(24)10d x 1-1/2"TOTAL 2" 12" 1-3/4"/6" 12" C.L. :'9 0 do • 4. g( } g P ( } A307 A36, SAE 1018 and Grade 2 bolts. w/maximum 19%moisture content-except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing(studs)larger than ?x6 shall be#2 (I 6)16d SINKERS To Russ, 2x(18)d DOUBLE SINGLE HTT116/ (2) 5-I/2" 7-1/2" LGT2 2x(18)16d DOUBLE HTT16/4 (2)5/8" 5-1/2" 7-I/2" 4" l2" 3-1/2"/4" 12" i� . � 'W SYP lumber w/maximum 19%moisture content unless otherwise noted or specified on the framing plans and/or details. H16,-16S,-16-2 (2)10d x 1-11/2E O TRUSS,(10)TO 2x(I 8)16d TANDEM HTT16/4 (1)5/8" 5-1/2" 9-1/2" 5" 15" 1-3/4"/6" N/A C L OP , OS - 5.Hex nuts and couplers/couplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. LI�� 4.All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, exct:pt walls that MSTA12 (10)Iod TOTAL 2x(2) Sinkers SINGLE E T-122 (2) 5-1/2" 9-I/2" 2" 15" 1-3/4"/6" N/A J9, MSTA18 (14)IOd TOTAL 2x(32)16d Sinkers DOUBLE HTT22/5 (2)5/8" 5-I/2" 9-1/2" 5" SEE PLAN N/A "I are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. - CORROSION&DECAY RESISTANCE: MSTA24 (I 8)1O TOTAL (20)y4"-x 2-I/2"SDS SINGLE HDU8 7/8" ` 8" 8" 3" 13-1/2" 3-1/2"/4" 13-1/2" C.L. ,,�� %``, MST37 (42)16d TOTAL 2x(20)/4"-x 2-1/2"SDS DOUBLE HDU8 (2)7/8" 8" 13-1/2" 3" 13-1/2" 3-1/2"/4" 13-1/2" C.L. til P 5.In some instances,these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness df the wall as 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the round or soil-i.e.deck/balcony MST48 (46)16a TOTAL (30)yi"--x 2-1/2"SDS SINGLE HDU 11 I" 9" IS" 1-3/4" SEE PLAN N/A specified either in the stud table(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The P P g Y MST6o (56)16dTOTAL 2x(30)y4"-x2-1/2"SDs DOUBLE HDUI1 (2)1" ,IS" 15" 4" SEE PLAN N/A as to conceal the thickness of the column within the wall;b The adjacent wall may be furred-out tea thickness 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 thickness of the adjacent wall framing my be increased so ) j Y CS16 (30)8d or(26)1Od TOTAL (36)%4"-x 2%Z"SDS SINGLE HDU14 1" 9" 15" 3" SEE PLAN N/A similar to that of the column so as to conceal the thickness of the column within the wall;or,c)The column and adjacent wall may remain different thicknesses and the structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate for the . 1,1 column"wrapped"with a finish material(i.e.gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,if none of the three application. sPH4,-6,-s (12)Iod x I-v2" 2x(36)>a"-x 2s4"sns DOUBLE HDu14 (2)r' ls' Is' �" SEE PLAN N/A ; aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine if an engineered wood HPAHD22 (23)16d (16)10d HGT2,HGT3 (2)3/4" 7" 11-I/2" 3" SEE PLAN 11-1/2" C.L. t 2.All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. LTP4 (12)8d x 1-1/2"TOTAL (16)10d HGT4 (2)3/4" T' 9" 3" SEE PLAN 11-1/21, C.L. 0 (EWP)or structural steel column may be used within the allotted wall cavity. A35 (12)8d x 1-1n"TOTAL f of "FRAMING"and"FRAMING-TO-FOUNDATION"CONNECTOR SC DULE NOTES: GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF 34 .All fasteners(nails,screws,bolts,etc.)less than I/2"in diameter and in contact with pressure preservative treated wood shall be either hot-dipped galvanized(HDG)or META20 (I 2)1O x 1-1/2" 1)USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-T FOUND CONNECTIONS U.N.O. SYO$TEIVI WITHSTERS,ETC.) SHALL APPROPRIATE/APPLICABLE RISEFLORIDAOF EITHER A PRODUCT APPROVAL(S)Y 1.I stainless steel(SS). All metal fasteners&connectors exposed t weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility HETA20 (12)10d x 1-1/2" 2)ALL DIMENSIONS(ROD DIAMETER,EMBEDMENT.EDGE,ETC ARE MINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL FIELD FRAMING with thea application and/or corrosive material The exterior use of an material treated with a pressure preservative treatment containing ammonia shall require the LGT2-MASONRY (16)16d SINKERS TO TRUSS, 3)"DOUBLE"HOLD-DOWNS REQUIRE MINIMUM 8"SPACING B EEN ATR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.THE PP Y P P g q (7)1/4"-x 2-1/4"TITEN SCREWS TO WALL 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE TERIOR FACE OF THE FOUNDATION.CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S)AND ASSOCIATED 'f 00 exclusive use of SS connectors and fasteners. The use of an material treated with the pressure preservative treatment ACZA shall require the exclusive use of-SS 7 Iod or 10dx 1-1/2"TO RUss CMU WALL TO THE<OF THE ATR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R.PRIOR ` 1.Limited elements or areas of the design(s)depicted within these engineering documents may include the label or reference field frame or similar. At theme confined Y P P q MTSM16 O 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB I. CATIONS ONLY IF THE MIN.EMBEDMENT Is TO CONSTRUCTION. a 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. (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL 11 (8)lOd or lOd x 1-1/2"TO TRUSS, MEASURED FROM THE LOWER SLAB ELEVATION ` stairs and/or landings,plant shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,nontypical construction and/or H I SM16 6)ALL PARTS/MATERIALS TO BE INSTALLED IN ACCORDANC� ITH MANUFACTURER'S INSTRUCTIONS& g (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL DIRECTIONS _--- 4. Stainless steel SS and zinc-plated/galvanized alvanized i e Z-MAX, HGD,etc. connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. 2)Iod x 1-1/2"TO TRUSS, 7 ALL NAILS SPECIFIED ARE"COMMON"SIZES U.N.O. ­_.'._,L­ 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 ( ) P $ (•_• ) Y H16,-16s,-I6-2 (6)1/4"-x 2-114"TITEN SCREWS TO WALL 8)MINIMUM ROD SIZEIGRADE,EMBEDMENT&EDGE DISTANCLISHOV1'N ON PLAN SUPERSEDES MINIMUMS SHOWN � . 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/galvanized connectors. REVIEWED FOR CODE COMPLIANCE FGTR (18)1/4"�x 3"SDS TO TRUSS, ON THIS CHART 1 rules,codes,etc.and shall be to the executed to the satisfaction of the BuildingOfficial. (2)1/2"-x 5"TITEN HD's TO WALL 9)MINIMUM EDGE DISTANCES OF 4"OR MORE REQUIRE MINIMUM 6"WALL FRAMING CITY OF ATLANTIC BEACH _ _ + 5.Regular inspection and maintenance of wood wood-based d metal products used in structural applications and/or used in outdoor or other potentially corrosive 8)Iod TO FRAMING, 10)MINIMUM 8"SPACING BETWEEN META-or HETA-ANCHORS u.N.O. g P P PP P Y MSTAM36 ( 11)MINIMUM 1-1/2"EDGE DISTANCE FOR TITEN SCREWS environments or applications is essential for continued,long-term satisfactory performance. (4)1/4"-x 2-Il4"TITEN TO MASONRY 12)MINIMUM 4"EDGE DISTANCE FOR TITEN HD's SEE PERMITS FOR ADDITIONA __ ___ �� � - i REQUIREMCA 16 AM CO I'1'IONS fREVIEWED Or. DAM-2 ?tl 6 lana wipm-w►omwo-----a- THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER*$ SERVICE FOR THE �*RODS AT MAX.5'-8"o/c. I *RODS AT MAX.5'-10"o/c *RODS AT MAX.5'-8"O/C. PEXCLU,51VE USE AT THE ROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR „ , I i ASSOCIATED DOCUMENT,5', MAY 20 —O 16 —6 ,20 —0" I j NOT BE USED FOR OTHER WO.Ii OR PROJECTS) do I WITHOUT THE EXPRESS 1 4# WRITTEN PERMISSION OF THE /2+, '_6' 2 PROJECT ENGINEER IDENTIFIED 16 ,2" / / BELOW. 10 to BLOCK ALL PANELS EDGESREV DESCRIPTION I (1)MSTA12 @ EACH W/#2 SYP 2x4 W/(3) _ JACK STUD(O j TOENAILS AT EACH END 1 HEADER W/ LTT20B @ POST 2 - BASE TO A.T.R.. I I ' - 1 7 -- -- - w �— -----I----T --- ;-- - - - - O I i ��'-O!! +-O!! 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