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SEMINOLE 2233 LL 0 o z a a s cn Ln a-a) a m o 0 x m o z � o z NO. 2 SYP HEADER, TYP. SEE PLANS FOR a SIZE, PLIES, AND NUMBER OF KINGS AND o CRIPPLES. a Li z SPPH WITH (10) 8d AT 24" O.C. IN � ¢ w HEADER, MINIMUM (2) PER HEADER m ¢ 2 o Lna o z c� w o m m o z w w CRIPPLES TO HEADER WITH MSTA18 WITH (6) u % 10d IN HEADER, (8) 10d IN CRIPPLE a Lj v� a o a I I i � o N r� CD o 0 0 cn o z a Z � N CC V I I KING STUDS & CRIPPLES: (6) 16d BETWEEN Z U m I ALL SECOND FLOOR FRAMING IS EXISTING ADJACENT KING STUDS AND CRIPPLES. � AND IS NOT CHANGING. �\ U Z LL, tz Q O I � FLOOR SYSTEM. Q W U CD �.� (2) 2x6 N0. 2 SYP TOP PLATE FASTENED N WITH (2) ROWS 10d AT 16" O.C. STAGGERED. 2Na MINIMUM 24" LAP WITH 1 2 10d IN LAP. � Ln a > u ( ) (2) 2x4 N0. 2 SYP TOP PLATE FASTENED r v o WITH (2) ROWS 10d AT 16" O.C. p °' " `L o STAGGERED. MINIMUM 24" LAP WITH (12) a �' 10d IN LAP. V l I 2X6 No.2 SPF STUDS TO 2X6 No.2 SYP 2X4 No.2 SPF STUDS TO 2X4 No.2 SYP ALL CRIPPLES TO BOTTOM PLATE WITH SPPH BOTTOM PLATE WITH SIMPSON SPH WITH (12) BOTTOM PLATE. FASTEN TO FLOOR SYSTEM WITH (10) 8d FASTEN 7/16" OSB W/ 8d CD 6" O.C. ON 1Ox1 -1/2" NAILS WITH MSTA36 WITH (26) 10d NAILS. FASTEN EDGES, 12" O.C. IN FIELD. / TO BOTTOM PLATE WITH SIMPSON SPH WITH (12) 10x1 --1/2" NAILS W 2x No.2 PT SYP BOTTOM PLATE FASTENED WITH 1/2" ANCHOR BOLT, 6� / MINIMUM EMBEDMENT, WITH A 2"x2"x1/8" WASHER, 211 FINISH GRADE LL E m 0 v Lo O cv N O R TYP CAL TWO — STORY WAS L CECTCN CNXi2 TYP CAL HEADER FRAWNG DETA � LoCN N � �� W00 clzw � S W; J N Oa ❑ L � °. w W U ¢ � Z � ] V o o Z Y Y w WE 9 U z W Z W � Ln Z Ln Q (� W M J J J c Y m GEOFFREY k GARTNER aa- n- P.E. 59323 O N o w aris 3oc er :oge:rer r tre corcec:s e-d cos grs oresetrdeo -ere'- s 09-30-03 r � er3e3 on'y 'or t^e spec)°ic pjrp3se 3rd ewer: `or 3 n3s prep3,ed, <e-se ( C] a ^"d np'dpe^ 'e c ice dr :r's dock.-e-t n:'r3 it n i:er d::'ror zdadr 'oy arrl^g ? "3'rg pay, 'rc. srcll ps N':. p6' ty t3 `yp^n'rg w g S poly, SEAL DATE w = ro ii g _ 1 -- FASTEN END STUD TO MASONRY LOAD TABLE GENERAL NOTES WALL WITH ONE ROW OF TAPCONS AT 4" O.C. __j LIVE LOADS; 1 . CODES USED: 2001 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-98, ALL LATEST EDITIONS USED. (2) 2X6 No.2 JOIST AT 24" Q.C. FASTEN 3.5"X11 -7/8" 2.0E GLULAM LVL 2X6 LEDGER BOARD FASTENED FASTEN END STUD TO MASONRY U TRUSS TOP CHORD LIVE LOAD: 20.0 PSF 2• ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING ��- O JOIST TOGETHER WITH 8d NAILS AT 6" WALL WITH ONE ROW OF o TRUSS BOTTOM CHORD LIVE LOAD: 10.0 PSF JURISDICTION OVER THIE WORK. O o \ OVER 12' SLIDING DOOR AND TO EXISTING FRAMING WITH (2) �� -, ( � m O.C. FASTEN AT EACH END WITH LU526-2 �- ADJACENT WINDOWS ROWS OF 16d NAILS AT 6" O.C. TAPCONS AT 4" Q.C. \ m TRUSS TOP CHORD DEAD LOAD: 7.0 PSF 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 6 v J N WITH (4) 16d NAILS IN HEADER/LEDGER STAGGERED u TRUSS BOTTOM CHORD DEAD LOAD: 5.0 PSF z zz (4) 16d IN JOIST \ \ v� 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS s Ln j _ - FLOOR: SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS, n X - w TRUSS TOP CHORD LIVE LOAD: 40,0 PSF TRUSS BOTTOM CHORD LIVE LOAD: 0.0 PSF .......... -- 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO THE TRUSS TOP CHORD DEAD LOAD: 10.0 PSF 0- u u TRUSS BOTTOM CHORD DEAD LOAD; 5.0 PSF CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE � ¢ FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. a \ DECK LOADING: a m 0 O � \ � LIVE LOAD: 40 PSF DEAD LOAD: 15 PSF CONCRETE NOTES X Li MINIMUM OF (1) CRIPPLE BETWEEN / 1 . MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 2500 PSI AT 28 DAYS, o SLIDING DOOR AND ADJACENT WINDOWS. WIND LOADS: co ASCE7--98, 120 MPH WIND, PER FBC 1606 2. 6X6 W1 .4 X W1 .4 WWF TO BE PLACED IN THE CENTER OF THE SLAB, WWF SHALL BE LAPPED 8". THE USE OF a o \ EXPOSURE: c FIBERMESH SHALL BE ,ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH = 1/2". U Q \ EXISTING WALL TO BE REFRAMED IMPORTANCE: 1 .0 ^' \ PER DETAILS ON SHEET ST-1 . BUILDING CATEGORY: II 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS, SLAB SHOULD BE POURED OVER A 6 MIL. VAPOR o ` EXISTING FLOOR SYSTEM, 2ND ENCLOSED BUILDING: BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON PRIOR TO POURING. ,L z vo FLOOR WALL AND ROOF SYSTEM INTERIOR PRESSURE ¢ MUST BE SUPPORTED DURING COEFFCIENT: 0.55, -0.55. 4, THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER Z r Li FASTEN END JOIST TO BEAMS RENOVATION. DELETRIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW m ¢ cr li LLJ WITH HUS26-2C WITH (4) 16d IN ROOF PITCH: N/A THE BOTTOM OF THE FOOTING. ° �' z ° HEADER/LEDGER AND (4) 16d v, o NAILS IN JOIST (TYP 2) 5. ALL REINFORCEMENT HALL BE GRADE 40 DEFORMED BARS CONFCRM NG TO ASTM-A615, m a w 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER, w D Q� o 0 w d 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER N o 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. LLJ a) m a a 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY MANNING BUILDING SUPPLY SHOULD BE USED FOR FOUNDATION o CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. v� LLJ Z N 10. STEMWALL TO BE A MAXIMUM OF (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEMWALL WILL EXCEED 6 COURSES IN HEIGHT. A A 24"X24"X12" DEEP FOOTING WITH (3) #5 BARS EACH WAY. - m u 2x6 No.2 HANDRAIL. z z \ 3.5"01 -1/4" 2.QE GLULAM LVL o 0 0 0 0 0 0 0 'o Q Q 6X6 No.2 SYP POST 6X6 No.2 SYP POST o 0 0 0 0 0 0 0 0 2x2 GUARDRAIL VERTICALS, FASTENED AT TOP WITH (2) 16d NAILS AND AT LLJ A BOTTOM WITH (4) 16d NAILS. z FRAM N G PLAN Q _ 3/4" - 1 '-0" z v Q W O c� 20'-6" �` J 2x6 PT No.2 DECKING LAID PERPENDICULAR TO JOISTS BELOW. ¢ FASTEN EACH DECK BOARD TO JOISTS Y I BELOW WITH (2) 16d NAILS AT EACH o U INTERSECTION. N O a EXISTING FOUNDATION IS MONOLITHIC � m o m ._ - - - - - - - - - � - � - - ._ - - - - _ - . , - - - . _ - - - _ -- - - --- - - - - _ - - - - - - - - - _ .. - - _ - - - ._ ._ - - ,.... - - - - .._ - - c iu o O z DECK BEAM ocn z m 0 0-0U a; a c 0-X -- - - W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2X6 No.2 HANDRAIL, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2x2 GUARDRAIL -- ----- r FASTEN END JOIST TO BEAMS VERTICALS WITH HUS26-2C WITH (4) 16d NAILS IN HEADER/LEDGER AND I (4) 16D NAILS IN JOIST (TYP 2) HANDRAIL ELEVAT ON 3.5"x11 -1/4" 2.OE NTS GLULAM LVL Q a 0 W • r 2) 2X6 DECK JOIST. < 1/2" A325 THROUGH BOLT. � C a EXISTING CONCRETE 4" SLAB WITH 6X6 x z n WIRE MESH + Q € � � z 6X6 No.2 SYP POST, U O 0 n 7 c� m Lo N o N z N a x co x co cP 00 A ,q 24"X24"X12" FOOTING UVDER POST WITH u, 3 5 BARS EACH WAY. N ( ) # 51MPSON ABU44 W/ (12) 16d. USE A czw � 0 - r - - 1/2" DRILLED AND EPDXIED ALL THREAD, ..,. Q N 1, - O MINIMUM EMBEDMENT OF 7 SEE CONCRETE o � (� I NOTES FOR EPDXY SPECIFICATIONS O j J J \ \ 13 o � Q. L Li ° p o J a i J J 00 c5 Ln Lo EXISTING CONCRETE PATIO \�j� p ' Z Q ¢ LLJ z m ul - CD 14'-4" 2 LLJ 19 8 z ¢ a- a c O U N DAT O N I LAN GEOFFREY W. GARTNER a Q IL N S ECT O N A-A J J NTS P.E. 59328 a ci N � O W anls cac..^,ert, cge;^er wt^. .•e cencea;s crd cesy-.s pese,r�etl reelr 's3/4" = 1 '-0" 09-30-03 cn 02, Lo �• fterceC erc alert `c' nr'c i „ nc5 p'ecered. Re-se r are are per' e'arce er tr s c00.r e-t w tnc tr wr'-'ter e.:trc"Zct o- cy U al rc s^e ce w-rc t co'ty to Vor^'n� R Id'rg s_p y, SEAL DATE c c L� 0 O z STRUCTURAL DESIGN PACKAGE FOR mrHEN -C N C� d U U c 1 Ln ¢ 0 U d c!l c!i r M O d x W x m x :i I � o Z \ O O ° 6Q h N_ FOR O �s Dti c� W Z LLJ � Ln F r W mQ O Ln a O z V7 a a Q LL o z �. M LLJ U LLJ© U . O () � WTANNANI, INCff ` al O 4 I I LLJ � o cv � o a z � o � o — N SI-TE �. CONTA C SHEET INDEX! ` . � LL HOMEOWNER: LALLY CONTRACTOR 1 OF 3 T-1 COVER SHEET z M CONDOMINIUMS 2 OF 3 S-1 FOUNDATIONIFRAMING AND DETAIL PLAN ADDRESS: OCEAN VILAGE CO TANNAM, INC. o 3 OF 3 ST-1 FRAMING DETAIL PLAN z a CITY, STATE ATLANTIC BEACH , FL 32233 600 BAY STREET — ZONING- JURISDICTION : DUVAL COUNTY, FLE BEACH FL 32266 J NEPTUNE W (904) 249-0858 z CONTACT: TERENCE TANNAM Q J o �- > z r o STRUCTURAL ENGINEER ., . AREA TA ULATION-" MANNING ENGINEERING 0 4 O 11155 PHILLIPS PARKWAYN DIMENSIONS: 3V �U o0 OVERALL DIMENSIONS: TAKEN FROM EXTERIOR WALLS JACKSONVILLE, FL 32256 00 W " �0 Q U Q o INTERIOR DIMENSIONS: TAKEN FROM STRUCTURAL 904-268-8225 MEMBER (STUD OR BLOCK), NOT SHEETRQCK. CONTACT: GEOFF GARTNER, P. E. DIMENSIONS ARE IN SQUARE FEET. W 1 ST FLOOR: W 0 z c� 2ND FLOOR: 0 TOTAL ENCLOSED: 0 W City a Atlantic Beach Planning and Zoning Departmerd 0 C ATTIC/GARAGE: 0 This approval VErrfea comd oth with applicable zoning, subdivision and other local land development regulations, but does not constitute Q) approval for the issuance of permits. Compliance with Florida Building Code and all other applicable PORCHES: 14 4 local, State and Federal permitting requirements E Beach Buildl g O�cu I Q to this Citity of ww e a tis E v Building Permit. �¢ TOTAL COVERED: 144 .�' '.. Approved Sr. � m unity Qe opmsn rec - Date: O r ��L.,..�.,, �.. N Q IN cv � N O LO 0 00 N I N N aL9 U) 0 d O W COD, C cp cD 7 i IB 1 ( �� Ln Ln N N W O O C: Q J ❑ J J iO a. W LL LL E0, J Dd � J J SA r j 7 U Q U W MWz L z -3- R. 11() 'W Y = c� �+ z Ln V) W c GEOFFREY W. GARTNER 0 W IL c ' P.E. 58328 N Ln O 09--30-03 0 �' L0 w �'nis doc��r er!, tcget�er a'tr :re co-ce?a end ces grs �rese:need -ere^ s U r- C 5terded cr'y `cr ,re sped; a cose c d cl'er' `o, w-Ich t ars p'ep-.'ed �e:se DATE f end e^ce or Mils coc„ment w tro,.tr roil::e7 c—.)rze:�or oy SEAL err'^g E' dirt' , rc'y, i'c, sic Ce r/t^a:`. cclllty Ucrr n ?l dlrg S. p y. LL