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RA IV M I r _ I=V11,,,,,,,,,,�10::::. F�s Ilk ,-R—c"ot ,r � r I I r , t i 1 SAW, �I � r ,0, !FA MR -A L lah� ssom N AL NOTES: I. ER Y LOCATION OF UTILITIES W/ SUBDIVISION \ \ EF RE PROCEEDING WITH WORK. 2, C NT ACTOR TO HAVE CERTIFIED ALORIDA SURVEYOR 0 t BUILDING ON LOT TO ASSURE THAT NO SE A KS OR EASEMENTS ARE EN OAGHED. 3 PR VIACCESS TO ALL CONCEAL D PLUMBING P�I \\\\\ A. PRO ID EGRESS WINDOW UNIT AT B DROOMS, X S. DON T S ALE DRAWINGS, USE WRITT N DIMENSIONS. 61. PROVI E VC SLEEVES AS REQUIRE AT DRIVEWAY AND SI EW LKS FOR LANDSCAPE LIG LING AND IRRIGATION. i. VERIFY /C UNITES SEER WITH ENERGY CODE. 8. USE TEM E D GLASS At ALL HAZARDOUS AREAS. 9. USE MOIS UR RESISTANT DRYWALL AIWET AREAS 10. CONTAC A CHITECT IF ERORS OR P OBLEMS ARISE.���� I 41%NMENEEME Q ❑ MAILBOX PER LAS I Z TORTUGAra I \\�\ to \ \� o I �` o ' m i L i o ; I i i i i i i i I I I I I I I I I I I Z U41 Lo > I LD � VI - i m l..0 i zi �i ai zi �I �I �i i I I I I I I I I I I I I I O ! (p ' c() I CV 0 z zJ I L z > zm :s z Opl�ll 4� 9-p�� x za L zor� m �z o cpw m,`•.� �N= Oar T 0- 4 DATE : 01/0'1/14 DRAWN BY: pe me CHECKED MG REVISIONS 8/15/14 PER S.D. O 8/29/14 PER S.D. r 3'0" A,F,F, CLOSED POST TOP 4"x4"xl/4" STEEL POST WELDED BUILDING DATA 4 DESIGN FIRESSURE SCHEDULE PROJECT/NAME RINICELLA RESIDENCE ARCHITECT/ M,A, CORSON 4 ADDRESS: LOT 02 LAS TORTUGAS ENGINEER ASSOCIATES, INC. ALL PRESSURES CALCULATED WITH THE FOLLOWING: 1. WIND LOADS BASED ON FLA. BUILDING CODE 2010 S. WALL ZONE (PSF): 4) +53,3 / -51,9 E ASCE 1-10, AND 2008 N.E.C. 5) +533 / -11.4 2. BUILDING DESIGNED AS: ENCLOSED OPEN 9, GARAGE DOOR (PSF): +44,8 / -49,5 3, MEAN BUILDING HEIGHT: 33 Ft, ROOF PITCH: 486 /12 10, LOADS: FLOOR 60 PSF INTERNAL PRESSURE COEFIGIENT +/- : 0,18 ROOF/DEAD 15 PSF ROOF LIVE 30 PSF 4. WIDTH OF END ZONE: 4' 11, SHEAR WALLS CONSIDERED FOR STRUCTURE? WIND SPEED: 1-10 MPH 3 SECOND GUST YES X NO 5, BUILDING CLASSIFICATION TABLE 1-1, ASCE -1 12. CONTINUOUS LOAD PATH PROVIDED? F.B.G. TABLE Ill II YES X NO 6. EXPOSURE CATEGORY: D ADJUSTMENT FACTOR: 1,66 13, ARE COMPONENT 4 CLADDING DETAILS PROVIDED? -1, COMPONENTS t CLADDING WIND PRESSURE ON: YES X NO ROOF ZONE (PSF): 1) +30,8 / -49.0 14, SOIL BEARING CAPACITY: 2500 PSF 2) +30.8 / -85.3 3) +30.8 / -99.5 PRESUMPTIVE: BY TEST: X -ALL ZONES CALCULATED FOR WORST CASE SCENARIO. (10 S.F. EFFECTIVE WIND AREA) oo /tLl' EOM rol �4 m ♦ 13' O" 23' 2" 4' 011 In 21 211 O 1 21 1111 8' II" a' loll 21 (oil4l, 1 O --- 1 � er 1 1 SH 25 SH 25 SH, 25 1 I 3' I" x 5' 3" n1. brob 3' I" x 5' 3" 3' 111 51 31, 5 SH 6' loll 6' 2"1 I ■ - 13GQ I 1&0" }� 7 III ,4 /� 0 ~ BEEZEWO i I in N In GL'G. HT, a1 I I U O cA = x x I I W 1o'Oj CL'G. HT, 11 " = `� = 1l O I 1.4 '� It TILE 5/8 STUCCO ON 12 DIA, 9' 3" x 6' 4" 5' r 9' 4" " 11 m _ 11 6 9 GONC, BLit. COL. (3) SH 26 W/ 22 �, m 36" H PRE -CAST - - - RAIL " 9 0 ' O <r GENERAL. NOTES: 1, VERIFY LOCATION OF UTILITIES W/ SUBDIVISION BEFORE PROCEEDING WITH WORK, 2, CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVE`OR LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS OR EASEMENTS ARE ENCROACHED, (OWNER, f OR CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS, EASEMENTS, LOT COVERAGES, ETC.) 3. PROVIDE ACCESS TO ALL CONCEALED PLUMBING SLiP JOINTS, 4, PROVIDE EGRESS WINDOW UNIT AT BEDROOMS, 5. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS. 6, PROVIDE PVC SLEEVES AS REQUIRED AT DRIVEWAY AND SIDEWALKS FOR LANDSCAPE LIGHTING AND IRRIGATION, 'I, VERIFY A/C UNIT'S SEER WiTH ENERGY CODE, 8, USE TEMPERED GLASS AT ALL HAZARDOUS AREAS. 9, USE MOISTURE RESISTANT DRYWALL AT WET AREAS, 10, SURVEYOR SHALL VERIFY ALL SITE DIMENSIONS, EASEMENTS E SETBACKS PRIOR TO ANY CONSTRUCTION AND SHALL IMMEDIATELY CONTACT f NOTIFY ARCHITECT IF ERRORS OR PROBLEMS ARISE. `-^ 11, OWNER t OR CONTRACTOR IS RESPONSIBLE FOR PROVIDING DESIGN GUIDELINES AND RESTRICTIONS PER SUBDIVISION'S ARCHITECTURAL REVIEW BOARD, AREA CALCULATION IST Floor A/C 2614 S.F,- 2ND Floor A/C 1868 F, 3RD Floor A/C 266 S,F, Total A/C 4353 S.F. Garage 596 S.F. Entry porch 101 S,F, Rear porch 232 S,F, Balcony 290 S,F, Total Non A/C 1364 S,F, Total Under Roof 5349 S,F, • Contractors to verify all footages All areas are calculated to outside d1macp ions, includes 250 s,f, of Breezeway area TO 10"xl0"xl/2" STEEL BASE PLATE (4) 1/2"x4" REDHEADS W/ 2 1/2" EMBEDMENT INTO CONC, FL. S JL Jul L JL �r1`�JLILr 18,511 6" 15' 2" r-- - - - -- _ F,G,TRANS, 45V, to 4 I 6'O x 8'O"I FIR, DOOR ' Ir - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - -0'5" FIN. FL. �, 9 3 1 x 5 3 gSH 25 - - - ll ----- ------ ----- ----- , 1 � , O 5' 011 8' loll N 9' 8 51 611 25' 411 I Ill Olt 8' loll 8' loll 31 ell 5' 4 TEMP. GL. ON 42" p N q 4" WALL TO CLG, 9' 1111 411 I I n, 8" C: VER D POR.C:H Cq 6 I 8" 16,611 ;n z F UNTAIN 12'0" L'G. HT, ( TUCCO) 'n q 1 5/e STUCCO - _ _ (X _�' �r IN 3' 111 x41211 31111 x51311 91311 x6'4" I I ON 12"DIA. TILE ��--- - - - - -- - f -- - - - - -- - - - - -- - 14 ID SH 25 W/ 22" SH 25 W/ 22" (3) SH 26 W/ 22" I DECOR. COL. x 'U �, TILE FLOOR _ &) ON CONC, LAB F.G. TRANS. AB F.G. TRANS. ABV. F.G. TRANS. ABV. (2 P ACE - - 2ND L. WALL ABV. O = of CL p1 611 2' loll I I TEMP, m TEMP. O J SEAT - > _ - DINING N 4' li - - - /� II L---- ------ --- - -- --------------------------- ¢ 12'O CL'G, HT, 51 411 411 ry 5' / 11 1, 611 - - �J 4 _ + 11 y 1 L' 1 _ _ _ . _ V V TYP. Oi = 1 -0'41' FIN. L. TILE '0 811 Ix z cA 16'O x 8'� S.G.D. W/ (L moo22" F.G. TRANS, ABV. 8,3i1 N.A, ,D. C�11 12' O'1 11 011 31 011 � 11 611 fV (Z F lid NUl- II co - - - - - - - - - - - - FIN. FL. tt -w 12"x12" DROPPED 1 1• - r +1 \ O x v +, N BM, ABV. 0 1, SEE APPLIANCE F \ � 5,4T _ S - - - - O - ! _ LIST BELOW (1_4)- o I , 12'0" CL' -+ m 1 ' In TILE i ---- CHO _---- ---- ---_- -- 12 O S'1 cv _ a_. 31 41 11 loll 6' 01I VTR m ' BEDROOM *1 0 M DW _ ''UJINE ROOM COFF, CL'G, 11' TO 12' N : - i COFFER GL'G, 114' TO 120" m Z • DBL(FRAME DN.). SINK ' TILE i I i 11' 2" CARPET Q m W/ DISP, B /l L7 ' �, 4 m Z131 O r ----- -- j /.� O 12'0--�.HT. U I ; C`xREx�T ROOM O ' TILE `` u I _ III ,' a1 1 1 N ' ♦ (V- _ 'I i I 12 O" GL j. Ht. N 1 1 ' ♦ O I ` / N 10'O" GL'G. HT, = a, TILE ' . - - - - - - - - _' % 1 CARPET '- "' I I 0 ' MICRO , DESK Q tr OI RE W/ 1-- --- ------------ QI p 0 I 10' 4" `' 6011 Gill I x U , 13' 4" ICE 1 1 ' 1 8" +----------------- -J 2'2" x 5'3" SH H35 --. iv 21 811 W/ 131, F.G. ARCH --------------------------- -- Q �- - - - - - - = 41, 12'O" CL' , HT. I 1 `t 611 TRANS, ABV, 5 SH In I N 5 O VTR. (TYP. 5 PLACES) O 4' 4" IMIR Ul WH W/ 1018" c7G T APPLIANCE LIST: NOTE: (R302,5.2) RECIRC, M - Ell DUCTS IN IN GARAGE AND DUCTS PENETRATING THE } PUMP t AHU 411 N 6' ELEVATOR TILE 1) Frigidaire 4.4 cu. ft. WALLS OR CEILING SEPERATING THE DWELLINGS 1D� TIMER `-4 �+ 2 H 33-1/4 x W 22-1/2 x D 21-3/4 4 1 11 FROM THE GARAG SHALL BE CONSTRUCTED OF A 8" in ,' 5 2 9 2) Wine Fridge Vinotemp dual MIN. NO. 26 GAUGE SHEET STEEL, I" MIN, RIGID - 3' 4" 3' 8" 4' O" _ - zone 142 bottle, right hinge: NONMETALLIC CLA S O OR 1 DUCT BOARD, OR OCHER - cp 51011 DIA H 69" x W 23,5" x D 26.15" APPROVED MATERIAL AND SHALL HAyE NO OPENINGS J - 6" „ „ „ LINE OF SPIRAL STAIR ' 2' 2" x g 3) Portable ice maker (Front al 4' x 4 STL. OLLARD N 5.5 x 5.5 x 1/4 = ' 0 H IB" x W 14" x D 15-1/2" Q v 1 lit 1311 F, ARCH 4) Margarita Drink Maker (Frontgate) Cr -�- �� °' POST - SEE ETAIL ABV. STL. COL. _ SH 2853 W/ eo LOFT ABV, 0 -O'4" FIN. FL. = O - - - - - - - - - - - - H 21" x W 16-I/2" x D 11" 1 1 0 - 3' 2�" 2' 5" 911 2' 811 , 1 TRAN .ABV. / 1 1 8.31N,A,V.D, I I O v , , II 6 1 II L-- ---------- , - trI I O 611 L�BR�4 I _ U > 2' 511 (2 MIN -----, , 120 GL'G. HT. _ UP ih (K O] II 3 + 11 I �`� D OR ANDTING Q1 1 ---------1----- (OPEN TO LOF ABV,J m O'O IN, FL. 21 11/ Om m ,II FRAME) I I cl 8.i N. .v.D. - ' WD. FL, 1 X cA '0 Z TTillN m [(1 2' S„ I H II 1 ' it N 6' 12' 10" 1 1 LD 'D VTR = x ER W O �' 2 C,4R��� N ` U G FFER CL'G 12'O" TO 12'6" �� ���+ 9 '^ z 1 LA4 ND Y Z TIE 120 GL' HT. 1 , , 10'O GL'G, Ht, F ' II G 1 G, HT, 1 f TILE' 12'O AC ESS -P-At E'L-- - - - - - - - - - 1 � i � i 23, O" 1 TILE 11 O" ; 4 2';O" 0""Rpp, t0 TEAM UNIT 1 8 M - - =,n = - -- E GL. ON 48" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , I I 1/2" GYP, BD, ON 2x FRAME WALLS oil `% ,' I i UNIT WA TO CLG, AND 5/8" STUCCO ON BLK. WALLS = ,. W _ _ .' ` - - - - - - - - a (V.L.O.J.) 2' 411 4j )\ (jK O IN GARAGE I 11 � VTR = 6'011 x 91 11 ARCHED _ - - - - - - - WR. SH BOO S ro ��"/ p `t 5/8 TYPE X GYP, E D, CL'G. W/ - N = _ ,y ti D, DOO C `fl KNOCK-DN. FINISH_ ' I 41 011 x 41 II I I ` - - - - Y - - - - 2' SII x 5' 311 T SH 4043 W 24" F, I I I I e�AT -_ - - - So 853 ARCH ARCH TR S, AB - " I TRAN ABV. 51 011 -O'b" FIN. FL, 8,20 N.A.V,D. ENTRY 4' 0" 411 41 011 a] I I 12'0" CL'G, HT, (STUCCO) I TILE I I I I I I I 12' 2" 12' 2" i 1 - - - - -O'1 3/4" FIN. FL, .. I STUCCO ON 16" DIA, GONG, B K, COL. I g" 10' ©l1 81 3' 611 41 loll m 11' '4" 24 4" 201 8" p1 all 10,811 41 011 51 all 3, 10" 2, loll 111 2" 92' loll - - r - - � - - � - -/'- - - JD T�I I I I I I I I I I I I I I I I 12, \ENEoEE \mAm70, I /�I r_ ir_a - 9 � ----- ---------------- 0 a air pull do Il 30 dell I EXIST. p ✓� E U U ' ' 4 I I EXIST. I I Z I O I I U � 4 FL �)K PLC 1 /4"=1 ' (0"ST -- ------ ------------- I I I I I 1 I I / ---- ----- ----- - ------ 22' O" 31011 DATE : 0-TIOi/14 DRAWN BY: ps me CHECKED : Mc REVISIONS : 8/15/14 PER B.D. S/29/14 PER B.D. BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS 4 SKYLIGHTS: PRODUCT MODEL * MANUFACTURER ATTACHMENT METHOD TYPE, SIZE, SPACING 4 EMBEDMENT BUILDING DESIGN PRESSURE EXPIR. DATE APPROVAL EVALUATION AGENCY PRODUCT DESIGN PRESSURE WINDOWS (SINGLE HUNG) SH-100 (IMPACT) PGT 5/16" x 2 3/4" TAPCONS EVERY HOLE. ALL WINDOW SIZES SAME ATTACHMENT, WORST CASE SCENERIO CALCULATED +53,3 / +80,0 -80,0 03/23/2016 11-1013.14 MIAMI /DADE WINDOWS (CASEMENT) CA-140 (IMPACT) PGT 5/16" x 2 3/4" TAPCONS EVERY HOLE, +533 / --11,4 +10,0 / -g1.0 04/11/2015 12-1218,OS MIAMi /DADE WINDOWS (FIXED GLASS) PW-101 (IMPACT) PGT 5/16" x 2 3/4" TAPCONS EVERY HOLE. +53,3 / -11,4 +80.0 / -80,0 02/19/2019 13-0502,03 MIAMi / DADE FRENCH DOOR (ALUMIN,) SERIES '150 (IMPACT) PGT I/4 x 2 3/4"TAPCONS / *12 HEAD +53.3 / -11.4 +10,0 / -80.0 02/24/2015 11-1013.24 MIAMI /DADE ARCHED PANEL DOOR (WOOD) OUTSWING DR, (IMPACT) PALM CITY MILLWORK I/4 " x 2 3/4 TAPCONS / *12 HEAD +41,6 / -52.1 +10,0 / -ZO,O N/A FL-10445,2 MIAMI /DADE SLIDING GLASS DOOR SGD-i80 (IMPACT) PGT 3/16" x 2 3/4" TAPCONS EVERY HOLE, +53,3 / --11,4 +-12,3 / --12,3 08/02/201-1 12-0516,04 MIAMi / DADE GARAGE DOOR STEEL 5ECTIONAI. (IMPACT) DAB DOOR COMP, I 5/16" x 1 5/5" LAG SCREWS I EA. BRACKET +36.9 / -40.8 +60,0 / 405,0 01/14/2015 12-0110,09 MIAMi / DADE PRODUCT MODEL * MANUFACTURER ATTACHMENT METHOD TYPE, SIZE, SPACING 4 EM N EDM NT BUILDING DESIGN PRESSURE EXPIR, DATE APPROVAL* EVALUATION AGENCY le PRODUCT DESIGN SSU ROOF VALENCIA PANISH "S" ENTEGRA 2 2 - Iod RINC3 SHANK NAILS W1 POLYPRO (54 GRAM LARGE POLYFOAM PADDY) +30.8 / -99.5 +/-124,01 06/01/16 11-0414,10 MIAMI / DADE NA NA TU11TL, L T NA NASTUCCO MIAMi / DADE 61 QII (2) SH 25 61211x5'311 tr (31 r - " - - - - - - " - - - - - L EGRESS luI I MI I QI I �I I LL 12' 6" I I I 1 eW ROOM 02 m BATH 8'0" C 'G. HT. 2'O" CL G. HT, CARPET I I r- - - - - - J I 12' 011 I I I I I I C C4 11 Va2-6� 10'O11 CL'G. HT. - u - �Q m I I n C14 tt _ _ f SEE TYPICAL FOR EAVE DETAILS 32' ' SEE FRAMING FOR TRUSS ANCHORAGE TO WALL I 1 I 1/2" cdx plywood nailed 2 x 8 kneswall with double top elate 1 I 1 to 2 x 8 etude with 106 nails and PT sill plate. Studs to be *`2 SPF at 4" o.c. at edges 4 12" cc at lb" cc. Furr inside to match 1 in Field. wall below. I I I I/2" x T" redheads at 48" o.c. with I I I Anchor stud to plate with 1/4" x 3" square steel washers, I Simpson SPS tie at each embedded into 5" x 12" tie beam. r —I— stud with 6 IOd nails. Aseembly provides 1500* uplift. I Clip value 1350 uplift. r l I I I I I I I 'dy' • I I I I J I 1 I I I I I I I I I I I I I I Olu M� �M DETAM 3/21=19 II I -�011 VLJ&j�Wd THIS ASSEMBLY PROVIDES 850 PLF I OF ANCHORAGE TO BEAM, OR 11000LL PER TRUSS ABOVE AT 24" OC 2" 19' 10" f- I 23' 6" DI I I 1 `� I I I I I I I I I r- .1 - - - - r - - - - - - - - �- - - - -r - - - - - - - - . Ir -) - - - - - - - - - - - - -- - - - -i - - - - - - - - J- - - - -' - - J I III I 9' 1111 L J 91 (iII 5REEZEWAY I I 10'0" CL'G. HT. I I I I (4) 25 SH I I I I �9 121 411 x 51 311 r i IST FL. PORCH BELOWill. _ - - - -_ --- - - - - -_ 1 , — — — — J — — — — -- — — — — — 1 - — — — — — — 1 — — — — — — — — — I1'-------------------- - - ---- •%, g1 211 I I 8' 1011 61 411 1' 2 INV, HIP CL'G. ' (8'0" SPRING HT.) ' COVERED PORCH ; ;; 12 .' CN I 12'0" CL'G. HT. (STUCC) '. ,' N COURTYARD I3EL0 -L_;� 1 I `- 1 3040 CASM'T, 3040 CASKT, SH 13 (� SIN 9' 1" 2' 3" _ B'0"x4'0" 3'0"x4'0" 1'1"x3'211 `� O All, IM i EGRESS MP. _ O ' _ SEAT 4 ♦♦♦Y', O Al 0"31 41I 1l pI1 �T J 20, � 1 I I N O 1 iST FL. WALL I L� 1ST FL, WALL BE OW - — - �- - - BELOW 5H H3L SH W35 -- ------------y-- —— — — — — —— _ 2' 211 x 31- 211I x 51 3„- r L" 3RD FL. WALL ABV. - - - - - - 4" 5' 2" 141 011 2' 16' oil 41 O 411 411 CAME ROOM i eEDROOM #3 - m 8'O CL'G. Ht, U L'G. Ht. %D i W m CARPET GAR ET CIF 6" 3' 4' ro 11 O" N 5 H S',• � ` m E1 511 I SII 21 (oil II" 41 10" 411 Q Q'I 31 31I ID D \\ \ 31 (311 12' 4" II 11 R4S 21 811 o _ s ELEVAt -----FRAME OUT DRYWALL ----- --------------+- - �0 41 611 ,�. 41 loll----------------- ------ U COL. - VERIFY W/ (2) 6" OWNER STEPS DN.5.131, - O STL. CO 1 I 5 10 ; `' - _� - 3RD L_--- - —----------- ' _ I I W I I � I I Q I 1 I I 2' 211x3'2" SH H33 I I 1-2 CAR G RAGE 31 511 21 111I 10'0" CL' . HT. 4" I I - 3 8x Z O cp 2) 6 N - 36" H WC). RAILING TEPS UP ' 5' 611 51 611 411 x 2' 10" 1 011 41 611 411 14' 611 EDIA ROOM 0 C B'O" CL'G, HT, I I x OPEN TO FF. CLG. 8' - 9' COVE LIGHTING CARPET I I BELOW C4 RPET 21' 4" 81 411 O 3' 10" 5' 411 1 (011 31 1011 3/4" FIN. FL I I 4" iv WD. RAILING 11 2.43 N.A.Y. in Cq C11 I SITTING kch ' 14 - O I I 'IXV. HIP G'I.'G. Fin - 1I (5'Ou SPRIN s HT.) I x ♦ x I x fN I 1 ------------- 1 O i ;. O Fny Tn I I rin IN I ♦ rn �._S1 (+ k N 2' 2" x 5' -f1 — 2r2'I x 5 3T SH H351 r -67 inn_ - I 1 I I 41 011 1 j 31 4" 1' 911 I I I I I I — 1ST L. WA L BELOW � ►n co , A 36 A.F.F. �Q' O + "' I I1. LOFT - I 1 I 2' �011 cf) 7' 6" 2' 011 �1 611 21 011 in 0 O 8'0" CL'G. H . I I ------------ --------- --- - ---tK -------------- ---- lTl ry ' Tn WD. FL. 0 00 11 I I 21oil x31oil I I 2'0"x3'C" I I I 2030 ASM'T. I I 2030 ASM'T. I I I I I I I I I I - I I I I I I- - - - - - - - - - - - - - - - 1. — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — J — — — — J IST FL. WALL BEL W 6' 41' I I 61 511 91 611 I I 51 511 Ell I I ENTRY LU �I 1 12'0" CL'G, HT, VI I �I I (- I I i I 3' 4" x 'T 10" Ni� _ �; - - - - - - - - - - - F.G. W/ I'8" F.G. - ARCH TRANS. ABV. '- `—' — — — — — — — — — — — — — —' J i 4' 10" 4' 10" 21' 4" A11 1 91 811 21 8" x 41 2" SH 2543 2 x S FRAME KNEE ALL ON 12 O" BLit. WALL TO 22'5" 2ND FL, WALL HT. -SEE DET IL A5V. 5.011 Ale STAIR NOTE: 22 EQ. RISERS o 1.49" = 13'8 3/4" RAILING 2'10" 45V. EDGE OF TR. i" NOSING TYP. 2 - 2 x 12 STRINGERS (2) 149" RISERS + (1) 10" TREAD = 24.95" WOOD STAIR: STAIN GRADE TREADS 4 HANDRAIL W/ PAINTED RISERS 101811 1 4' 0" 1 S. I,, 21 311 it �"-1'(fiYll"I O v FAMILY ROOM 10" CL'G, HT. WrA I AWN mA& OFIF,N r� O I I II/�I > w I I I I I I I I I I I I I 1 1 I I I 1 I I 1 1 I I I I I I Ir stair�l I I pull down I I I I 1 I II 30`widell I I I 1 I I I 1 I I j i I I I 1 I I I 1 I I I 1 I I I 1 I I 1 I I I I I I I 3 CAR GARAGE I I iA J 3 1 1 10'0" CL'G, HT, OI I I (E3 ml 1 I 1U_ I I I I AI I I I NI I I I I I I I I I I I I I I I I I I 1 I r I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r i I I I I • DATE : 01/01/14 DRAWN BY: pe me CHECKED : me REVISIONS : 1 8/15/14 PER B.D. 2 8/29/14 PER B.D. • r I I ; , ----------------- I I i i IFAMILY ROOM I 12'0" CL'G- HT,IN I i i I I i i >mim \\\� I I I I I I 1 I I i i \\000 I 1 I I r-1-----1----J I i i I 1 L----'---- I I rJ ! 1 I I ri y r ------------------------- r r------------------------------------•It I♦66N L J I I ; \\\\\\\EFF,I I 01 ,1 ��I 00, �mmom I I I 1 I �I I \���� w I I I I I I KITCHEN ' i� 12'0" CL'G, HT, IX r--i --- T----•----- I-----r-------- r- - - J _ _ _ L _ _ — — _ _ _ _ I_ _ _ _ 1 _ _ _ _ _ _ _ _ .l _ _ _ _ L J I I BREEZEWAY i 10'0" CL'G. 14T, I I ; x\\\\WEEMEN r l 1ST FL. WALL BELOW I I 1 l_1_- ' r; — — — — — — — — — — — — — — — — — — — — — — — — — — i --------------- -®_________------__-----------____-_ = — — — 1 — — — — r- — — — — — -r — — — — — — — — T — — — — — — — — — �1----------------------' 1 r\------- --------------------------------------------i• — — — _d — — — — — — — — — — — 1 — — — — — — — — — r-__---------------------, "r———————————————————— — — — — —— i `. .' i ; 1ST FL. WALL BELOW , , I I 1 '' �-i id O O O O I COVERED PORCH i; (8'0 HIP RING ' A ' 1 1 D �1(0 (DiTP79 ". FILAN '! CS'O SPRING WT.) I I LL ; 1 0 I 12'O" CL'G, HT. (STUCCO) i; ,' ; i 1 i BEDROOM "5 114 8'0" CL'G, HT, 31RD FLOOR ROOF IST FL. WALL BELOW 2ND FL. WALL BELOW I I 0 I r-L---J---------L� r--------L-----------------1-------------I--------1-----------------`---------''--- , ------�----''_-! ' , ` ' ►_' ! !! i 911 II 3' II iII 1 ' 3' 7II 2' 92' 1 I 1 ! SH 24 SH 24 SH; 24 SH 24 SH 24 ; 1ST FL. WALL BELOW 3' 1"x412" 3' 1"x41211 311"A4'2" 3' 1"x4'2" 311"x41211 I ---------- ---�\ i 1 ' 1 1 _- __ � _ _ ------------------- L J I - - 0� ---_f � 61 \ -----------------��•` I I ' I BEDROOM 02 , t I \ 1 810" CL'G, HT, = z , 18,1011 ,' _ �`�� `, r l ; r m i M. B1��H 1 ' N ` ,' � N / r - 'n- � ! I 1 I. 12'O CL'G, HT. 1 I M ! I BEDROOM 3 "� `. ,' m 1 1 I i 1 1 8'O" CL'G, HT, r , `. '�- *� O S Y, O r` � I / II /\ I ! ! 1 I I I 1 �n - / I m � `�` •' I r -I I r I m m \ i �001 1 ROOM '�Y '�Y � � �-7 -I `,`�%,'•'I�INE i I I 1 •------------ ' r —— — —— _ J ; , x 1 A x`v �,�,INV. HIP CL'G, i i1 I i INV. HIP CLCx. 8'O" SPRING ; = N ,. , L_, _ , 7li2'O SPRING HT,) , , 1 r---- r --- i <n / CARFE \ inI-----r- I I cq 51 oil I I I I I I 12'0" CL'G. HT, ' ' i ` - ' rn- 2i�1D_FL. WALL BELOW------- -- rr a'airl �^ ' ----------------_ _------� ` "� p ulI down I - - r — —— J 30" widel� I I m� 34-03/4"FIN,3RD L. I r— — — — —- L ix . 2-rt6 N.A,Y-D.---- -�-- -- -- I I I I ELEVATOR I I I I cn 1 ---------------------------------------------------------- r 1/ I II\/I m.� I j II/\I 4' 6" I I I I IL _r_J J I I I I I MEDIA I � i I I i 31" x 4' 2" 3' 1° x 4' 211 3' 1" x 4' 2" ; 1 COFFER CL G. 8l0 TO 9'0 SH 24 SH 24 SH 24 ' Q i i Ul � W N I ; 21 ell 31 1" 31 711 9' 11" i ' ►------------------- ' `------------------ i 19 to" r- -1 O l7 W u 1 1.1 I Im I I i al I I 1U- �I IA Q O 11- 4 2 CAR GARACi _ I I m 10 O CL'G, HT, I I S OFTCL'C,, HT, I; ;" I i y -` w I I I I _ - _ - _ _ _ - - ---- I T - _ _ _ _ _ _ _ _ _ _ _ I I I I I 1 1 ' 1 ' ' ------------- �' .' I r -I II 1 1 � ---------------------------------------T----------------- , T___-_T ___"� r-----------T--_-------------------+__---___• , -------- I II --------' 2ND FL. WALL BELOW 1 � i----------- ------------ 1 I I 110 ,------------ ;----------- � , Im m1 I ENTRY i i-----------;-----------i ! I-t � � I QI I 12'O CL'G, HT. (STUCCO) 1 I _______--___________ I ' __ ! Fa�i ! I I I I I I I I U_ U_ I L- - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J ID DI I i i i i I I L_ _ _ _ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -i _ _ _ _ J I I i i i i I I I I 1`----T--------------T----, ! I I r i I I f---r--±-------------- i----- I I I I II 1 I L--------1---I——T--T--I--- r--— — — — — —J I 1 L — — — — — — —r II- 1t—"-rJ — — —,1 �— — — — — — — J I 1 �JiOJIJ ORPLL�d'"ilb� 114ave�s�vo DATE : 01/01/14 DRAWN BY: ps me CHECKED : mr_ REVISIONS : 1 8/15/14 PER B.D. 2" DEEP SAWCUT (OR 1/3 x SLAB THICKNESS) WITHIN 24 HOURS OF - POUR (DO NOT INTERRUPT MESH) METAL KEY - FORM BY KEY14OLD INC. OR EQUAL (STOP MESH) CONSTRUCTION JOINT CONTROL JOINT SL" JOB DE` AM 3/421_190 1 9 NOTE: INTROL JOINTS/CONSTRUCTION JOINTS SHALL EATE PANELS OF 400-500 S.F. (MAXIMUM) a SEE FOUNDATION PLAN FOR SLAB ETAILS — ADJACENT LAB OR GRADE i.� COLUMN 8YM50Ls aa x 8 GROUT FILLED CELL O WITH 1 *5 VERTICAL BAR 1 211 2 11 8 x 1(o BLOCK COLUMN WITH ■ 2 05 VERTICAL BARS IN FILLED CELL 14 116y 45 DEGREE BLOCK COL. r W/ 2 05 BARS VERT, n I I Y IN FILLED CELL r � TI Ob" FIN. FL. , I I I NOTE; 1 FILL CELLS SOLID ON BOTH SIDES OF EVERY OPENING TYP.[ I 1 18" LONG "5 1 DOWELS EPDXIED 23' 2" 14" INTO EXIST, FTG.I 4 *I6 32" O.G. 2' 11" 8' I1" 8' 10 2' .l 1 /. x x x 1 I I I N1111111111 14 I I hoes blbb 1 1 I 1*5BAR 121i \ 1*SBAR 8 182 11 6 10 6 2 r------------------- - - - - -- `�_ - -- -J I 12" - CONT, CONT, 12" DIA, GONG. BLK, COL. W/ _ 4 "5 BARS VERT. IN FILLED CELLS O c•, I i 12" x 12" THK'D EDGE 1 Tr71I'l�?ViI"4 Ofil 9 00 12 1A99 9 00 ON 48"x48"x12" GONG. PAD FTG. I 18" D x 16" W CONC. MONO. FTG. W/ W/ I 05 BAR CONT. 4" UTILITY SLAB SEE FOUNDATION PLAN CONT, [M I' \ AI OR REM S DETAM 4 it 1 9019. SEE FOUNDATION PLAN EPDXY DOWEL NOTES 1) USE EPCON "THICK" EPDXY OR APPROVED EQUAL. ALL DOWELLING TO BE PERFORMED PER MANUFACTURERS SPECIFICATIONS, 2) FOOTINGS - EPDXY DOWEL ALL NEW FOOTING STEEL 6" INTO EXISTING FOOTING AND EXTEND 12" INTO NEW. 3) COLUMNS - EPDXY DOWEL 12" LONG *5 BAR, 6" INTO EXISTING COLUMN AT 24" O.C. VERTICALLY. IF EXISTING COLUMN IS HOLLOW, FILL WITH CONCRETE AND OMIT EPDXY. IF FILLING IS NOT POSSIBLE, USE STAINLESS STEEL SCREEN TUBE FOR KEYING. 4) BEAMS - EPDXY DOWEL ALL NEW BEAM STEEL (o" INTO EXISTING AND EXTEND 30" INTO NEW. a "LoIUMF A Z%IuLd m W/ "5 BARS g (o" O.G. E.W. I 3 05 BARS CONT. (TYP.) BARS m 48" O.C. W/ 05 TRANS, 1 r _ _ I , F m 1 -0'5" FIN, F , OR, EGESS - -1- - - - - - - - - - - - - - - - - - - - - I 1 J I $ 1 I '- - -I- - J I r- 12" x 12" THK'D Er GE 1811D x 18"W TONC. 'MONO. FTG. W/ - `Q 5' O" �8 10" 9' all ` 26' 4" ?*—W/ 1 "5 BAR CO T. I 3 *5 BARS ONT. (2-STORY TYP.) I N I W/ "5 TRAM . BARS O 48" O.C. 12" THK' SLAB g 3' 9ll 5' 4�� 9' 11" �. 411 U l 18 6 I I FOUNTA N W/ "5 Q BARS 8" O.C. E.W. � ci 1 — o 2' 10" 9 O N W O I I 1 4 0" _ SEAT r — — = r s r — — — — — — — — — — — — — — —' — -1 iv - I -d4" FIN. 1 6, I tt j a 1 8' 6 1d 0" 1 4" SHOWER I - - - - - - - J RECESS cv , / 1 I I I AWI O J - 12" x 12" THK'D EDGE r 4 5' 10" 1 6i 13' 4" 16' O'O" FIN. FL. W/ 1 05 BAR CONT, 5' °�C, I \_Ia"D x 18"W CONC. MONO, FTG. W/ I 1 2 "5 BARS 6'O" LONG °' I p tZ • r , 3 05 BARS CONT. (2-57ORY TYP.) I I ,.' • - - - - - -s = - - - - - ,- - - MID -DEPTH OF SLAB + All_� I VTR W/ "5 TRANS. BARS s 48" O.C. I , a� t}Q�� i�, ' (TYP. 14 PLACES) I ,,� : r _ un 1 1 O I I ♦� i■".d%rde�-----+ 1 c0 DBL. SINK v W/ DISP. 18"D x IS"W CONC. MONO, FTG, W/ 1 r - - - - J ' = INTERIOR BEARING WALLS: I I INTERIOR BEARING WALLS: I 3 "5 BARS CONT. (2-5TORY TYP.) I 1 6 i 1 20" W 14" D THICKENED SLAB FTG. I I r 20" W 14" D THICKENED SLAB FTG. W/ 5 TRANS. BARS a 48" O.C. " W/ 2 05 BARS CONT. �� I 19 6" 1 1 BARS CONT. 611 6 6" 4" 5' 4" 6" 4' 4" 5' 8" 6' 8" 1 `" IS" D x 16" W CONC. MONO, FTG. W/ I 1 I I 3 05 BARS CONT, (T P.) W/ "5 TRANS. I `' O BARS 0 48" O.G. , I �p 4"(2500 PSIJ CONC. SLA W/ 6xro 10/10 LIWF I 1 I - --- -- / / - O I ON 6 MIL. POLY VAPOR ON WELL COMPCTED TE BARRIER MITE TREATED I I REF W/ ' r r _ O - 9 , I I CLEAN FILL. (ALT. FIBER IX) 1 , I ICE - - F���.- �v-r - - - - - -I- - -- I ----------------- - - - - - - - - ` vT L----- - - - - -- --- -- - - - -- '. r "J -\`x1 �• 5.5"x5,5"x1/4" S COL, ON I I ' 4' 4" 6"� - - - - - - j - - - - _ - r"' +"�+ , / 1 1 48"x48"x12" CONC. PAD I 1 ,-1-- ' _ -- (''� r' --1 •- r - - - - - - - - - - -- - - REC RC.,` I II♦/I / 1 19' 9" W/ 5 BARS g 6 " O.G. 2 5" _ 4 4 `� y 1 ,,s s� I II /♦ I E.W. - - - , �,'J ►n I I, ESS I TIME: R - 1 r - - I I 1 SPIRAL STAIR ON Ll 30"x30"x12" CONC, z0 I I I STL. COL. TO HA E , PAD W/ 05 EARS U .9 � -O'4' FIN. FL. IU4 12" x 12" x 5/8" BA E PL m 6" O.G. E. . Q' 8.31 N.A.V.D. 1 - ` - J I I 6 13' 2 6 8 3' t oil 13" 6" W/ l4) 5/8" A.B. 12' 10" I 2' S" / 1 3' 41' _RECESS SLAB I 1 I r , r - _ , O'O° FIN. FL. INTERIOR BEARING WALLS: , I I r 1 W 20" 14" D THICK ENE SLAB FTG. , w S.i N.A.V.D. , �\ I W/ 2 05 BARS CO T. I - vTR IN"D �` x 18"W CONC. MON FTG. W/,-'i) - ``' I I I 3 •5 BARS CONT. l2-57O Y TYP.9 1 - • F- m 1 W/ 05 TRANS. BARS A 4 " O.C. 1 23' 0„ \9 1 1 I 1 8' 0" �2 0„ Rl' lie �� ti-- I I--- L— — — r- ----- ---- I-- - - - I m — — — — — — — — — — ' Vt 1 1---r� --- -- 1 - " SHOWER -&0 3/4" FIN. FL. - ,- - - - - - -�A - - - - RECES IfL- - - ,-- � 9 ll 5' S Q -- I 1- - 18" D x 16" W CONC. MONO, FTG. W/ , - w 1 5o" -O'6" FIN. FL. 3 05 BARS CONT. (TYP.) W/ 05 TRANS. m I 1 8.20 N.A.V.D. BARS m 49" O.G. 1 +� cn L--------- - - - - --------- - - - - -- --- J Cv 1 12"xl2"THiG'DEDGE 1 4' 0" 4' 4' W/' 1 "5 BAR CONT. I GARAGE DOOR RECESS 12' 2" 12' 2" 24' 4" I r- -i--n r— I 2 - '1 3/4" FIN FL. , O • • - T - - - - - T - • • o 1 I I I I 16" DIA, CONC. Bt— LK. COL. W/ � — J t _ _ — — J 4 05 BARS VERT. IN FILLED CEL ON 48"x48"A2" CONG. PAD FTG. W/ "5 BARS * 6" O.G. E.W. (2 PLACES) 20' 8" IQ O 92' 10" 9' 8" Ida " 0 2" X 6" P WOOD BUCK ANCHOR t-o" HIGH OOR W/ 4 - /8" X 5" HILTI KWIK BOLT II OR REEDHEADS EQ, SPACED A D WITH -IN 12" OF EA, END (5 BOLTS FOR 8'0" HIGH DOORS) GA AGE DOOR At R DETAIL. 4' 01 5' 8" - 3' Io" - 2' 10" - 11,211 m EXIS t WAk I ----- ------ ----- ----- , ' ' I I ' ' I D IN , ' I 1 i---- ------ --- I� I�?j }lttttt �tjT�?<rit�tttjtl..' AM;' �t�tit�fl?b't�t�?�flrit��► 9 F(� U DD PAT (�)N PLAN I /� ' =1 9(1)" a ima IO�� \ I vl z zI! z cn p > 6 ' pl e � T6 to O 4w �' zD Ua9 \\\\\\\\\ O z D7 �' m z o �cpd) cd)w o OS m and Q � ct 0 w \\\\\\\\\ aol Om D►o � �� u p 4 Q m m3 2 s Q m 4�G�UQ�� 3 3 kkmmmmm � 00�0 • 01 11 a Cc 1� 0 , i �I j �•1 ''Cd tM .. @) � v y Q P4 U i � O� 3' 0• 22' O" 1 31011 DATE 01/01/14 DRAWN BY ps me CHECKED Mc REVISIONS 8/15/14 PER 5,D, 8/29/14 PER B.D. COmposfte Beam... i i/211 clear Top course of 8" "H" blocks over engineered precast lintels. Both With one 06 bar continuous and both filled with 3000 p.s.i. concrete. Do not splice bars in either course over openings. Poured Beam.,, Run O6 bars from adjacent "H" blocks continuous and add four 05 bars at corners. Pour with 3000 p.s.t. concrete. Poured Beam... 11/2" (1211 X 1(0") all Six *6 bars at bottom, three 05 bars bars top. Pour with 3000 p.s.i. 5" concrete. 03 stirrups* 12" o.c. t.o. 1 1/2" 1 1/2" Poured Beam... (1611 x 201') 12 II Six 05 bars at bottom, three 05 bars top. Pour with 3000 5' p.s.i. concrete. *3 stirrups 6 1 1/2" 12" o.c. t-o. NOTE - TRUSS MANUF. TO VERIFY ALL ROOF AND WALL LOADS ON ALL FLOOR TRUSSES TRUSS MANUF, TO VERIFY LOCATIONS OF A/C CHASES. CAST-CRETE LINTEL SCHEDULE SAFE SAFE LENGTH LOAD LENGTH ILIBS/ LOAD LBS/ FT, FT. 2 10 6113 12 OIf1254 31 611 6113 13' 4" 1015 4' O11 6113 14' 0" 1002 4' Loll 6113 14' 8" 1310 5' 411 5365 15' 4" 1250 5' loll 4360 11' 411 1 S50 6' 6,11 3450 19' 41, -750 11 611 2661 21' 4" 598 9' 411 1543 22' Ou 550 10' 6" 1533 24' O" 450 11' 411 136fo 81=I6-I1B LINTELS: BOTH PRECAST LINTEL AND PERIMETER BEAM HAVE I *6 BAR CONTINUOUS, AND ARE FILLED WITH 3000 PSI CONCRETE. IF LINTEL FALLS BELOW 16" COMPOSITE BEAM, NO ADDITIONAL STEEL IS REQUIRED - FILL ONLY, LINTEL SIZES: LINTELS USED SHALL BE 8"-16" LARGER THAN THE OPENING BELOW WITH 4"-8" OF BEARING ON EACH SIDE OF THE OPENING. F51 BOT. r 8'0" u F5- 1 BOT, 6 10'0" 10'0" BM, HT, • W.I.C. 10'0" CL'S. HT. POURED OR COMPOSITE TIE BEAM. SEE PLANS VERIFY WINDOW RADIUS W/ MANUF. � O 3/8" EXT. GRADE PLYWOOD BOTH SIDES W/2x6 RADIUS BLOCKING BETWEEN ® 6" O.G. FOR CORNER RADIUS PANELS. (3) 16d NAILS INTO EACH BLOCKING THRU PLYWOOD SIDES. ANCHOR 2x8 P,T, BLOCKING TO WALLS 4 BEAM W/ 3/16"x4" TAPCONS AT 6" O.G. STAGGERED. NAIL PLYWD. TO 2x8 W/ IOd • 4" O.C. — _ _ — - _ - — - CELLS 1=1Il's-d Composite Beam... 1 1/211 clear Top two courses of 8" "HI' block w/ 1 06 bar in ea, filled solid N !-U 8" CMU all filled with 3000 psi concrete _ q Number of courses vary with window --------' } 4 wall elevations. See roof or floor framing plan(s) Precast lintel filled solid o 0 = OMB" JlyETd'lllLll.e 1 "=19 .091 All headers on floor framing plan are to be 2 - 2 x 12 or 3 - 2 x 12 made with *2 Southern yellow pine or better, minimum 150 fb. Headers to have one cripple each end, and one full stud with Simpson LSTA IS stap attached per end. Assembly meets uplift requirements of 12600 with 14 - 16d nails per end. Conc, beam per schedule 11 •, �• II II � , � II ♦� � II i cl. min. Add 2 *5 bars 45 degree 4 2 *5 bars vert verify r.o. " 8 , rad. w/ window ' manuf. i Beam must havJ 8" bearing at both ■ ends Conc. II wall 05 vert, bar in filled cell ARC =1 9099 H ":F" DETAEL 3/4 � T o B1 A '� a H�� _ O � Ne � E � L. - — - — - — BOT. 6 &'0" 53 E31 BOT. 6 108" _ 12'0" BM, HT, BOT, 6 1&0" 12 3 51 °I BOT. ® 101all CO Y EI JJ PofRC T 1 — - BOT, m 10'O"I I V 12'0" CL'G. HT. ( TUCCO) ❑ 1 B 1 B 1 ADSB� ANCH BOT. 0 10'0" BOT. 10'0" ANCI-40R ' 20" p FL CspR 2ND 1. WALL ABV. ANCHOR 5AT�4 12'0" CL'G- HT. NOTE: (R302.5.2) DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPERATING THE DWELLINGS FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, NO, 26 GAUGE SHEET STEEL, 1" MIN. RIGID NONMETALLIC CLASS O OR I DUCT BOARD, OR OTHER - APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO GARAGE3 2 CAR GzARAGE 10'0" CL'G, HT. 1/2" GYP, BD. ON 2x FRAME WALLS AND 5/8" STUCCO ON BLK. WALLS IN GARAGE 5/8" TYPE "X" GYP. BD. CL'G. W/ KNOCK-DN. FINISH lid BOT. la 7'8" -------------------------------, BOT. 10'0 1 I � 'BOT. r 10 \\ \ \� I I I � I � I � I I � V I I I VTRca # COFF. CL'G. 11' TO 12' I (FRAME DN.) 3 � I �m I W 20 SYSTEM 142 PRE - TRUSSES Q I _2" O.C. I I I I I I 1 " x I I I I " ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' " " I I I 20" D. FL, GDR, IN, WD. (2) 5.5" x 5.5" STL. COL, 45V 12'0" CL'G, HT, 20" D. FL. GDR, 157, BOT. a 8'0" REMO EXIST WIN W 4 W B OW, 1 B1 I I O' FIN. FL � BOT. 0 &'0" 1 N.A.V I tU 1 i O ' --L F5-11 F5-11 m arm i c- s • • • 5c• z • c• s • ��� L I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I Ci t 2-Ht530 W/ 12'0" CL'Gi. HT. C566 m BASE � I fV■ I I TR V-41 _N 1 (2) 5.5' x 5.5" III I x TL. COL. BELOW iL '■l ELEVATOR L-- ---- ------ �' • . .- III • I � u � s ,1 I rr Wir1. r,,"71.r'll\____�\____�IIrT;i Ft B- 11 5 411 M I DOO 0- _ �. _• ! I / „ 50T. 0 10 4 < Fe 4] UID, WA C-19 [17B4 A - .- .. 20" D. FL. GDR. LIBRARY I12'0" CL'G, HT. I ■ (OPEN TO LOFT ABV.) 20" D. FL. GDR. 51 BOT. O 914" O(DT—E))l�.�A�►MIIIN ;PLAN► 114"=1'(1)" WEE_ IP ,� / — On AWN 011-0 I.� • • c �, r F5-11 � • / III III RUILID FLOOR SYSTEM/ I I - BOT Sol ' 1 0 I L' 12 ; � BOT. o S'O' '4" a I I I . j COURTYARD U I �, 1 - .' BOT. e SO" ' O ■ 2 U 2 x 12U Ht BOT. s 9'O" 12 0" f 10 B� CL'G. HT F [Q �I rI7 I O - B1 a BOT, m 9'O" OU B1 BOT. s 9 4" a o u 9 q r—r i B1 BOT. m 9'4" W N lima" 50/ I /�I It �._J stair■ I� pull do l� '1 30" dell LL J - I I I I I I I 1 I I I I I I I I I I I . DATE : 0*1/01/14 DRAWN BY: pe me CHECKED : MC REVISIONS : 0 S/15/14 PER B.D. A 8/2S/14 PER B.D. AV . ; / •� I I . ��} NAILING SCHEDULE EDGE FIELD ITEM NAIL SIZE SPACING SPACING NOTES All ,Joints in roof decking shall be covered w/ min. of 4" wide self - ZONE 1, 2 4 3 (ad round head 4" o.c. 6" o.c. Roof sheathing ring shank) tape applied directly to the sheathing (secondary water barrier) Glue all plywood within 4' of roof edge Roof sheathing 8d round head 4" o.c. N/A Nail 2x fascia to truss ends w/ (2) to top of fascia ring shank 16d nails (min.) 15/32" CDX ad 4" o.c. (0" o.c. Wall sheathing 23/32" T4G loci 4" o.c. 6" o.c. Glue all plywood Floor sheathing 011-400 orequal) Stud to 16d 3 per header ply 2 x 12 header Top plate splice 16d 8 per splice Plate overlap minimum 24" over 1 stud 4 ga., 1.5" leg. 3/4" Install lath per ASTM C-1063-'39, self - Wall metal lath crown staples 6 c.c. along furring diamond lath, Overlap paper framing member i I/2" overlap lath I" min. at edges Ceiling 4 soffit 4d I 1/2"xl/4" head 6" o.c. along Install lath per ASTM C-1063-SS, metal lath roofing Halls framing member High ribbed lath I" min. overlap at edges 5' EDGE I I O O O O Oj O O O RIDGE O 2 �� O t O O 4 1 OO U10 Q O O ROOF SHEATHIi`1G NAILING ZONES LAYOUT 4 FRAMING DATA ROOF SLOPE: 446 /12 CEILING: 042 /12 LOADING: 55P.S.F. OVERHANGS: 18 ins, TAILS: Sq X Plumb HEEL HEIGHT: Varies ins. nFSIr'gN PARAMETRRS CODE EDITION : F.B.C. 2010 OCCUPANCY CATEGORY : II EXPOSURE CATEGORY D BASIC WIND PRESSURE : See schedule ROOF DEAD LOAD : 15 per CEILING DEAD LOAD 10 per DEAD LOAD REDUCTION FACTOR , ,1 HEADER 4 GIRDER SCHEDULE SIMPSON ANCHORS Hdr Span Csravtty Load/Ft Header or Girder Type UPLIFTS LEFT OR REAR MIDDLE RIGHT OR FRONT L REAR Middle RIGHT Top Bottom Top Bottom Top Bottom 1 13, 220 3- 2 x 12 W/ 1/2" PLWD, 2-MSTA24 3-SP6 2-MSTA24 3-SP6 2 1 6' 1 633 1 3 - 2 x 12 W/ 1/2" PLWD, 2-MSTA24 3-SP6 2-MSTA24 3-61=6 3 6' 1 82-3 3 - 2 x 12 W/ 1/2" PLWD. I 12-MSTA24 1-3-15P& 2-MSTA24 3-SP6 4 Headers not specified above are to be 2 - 2 x 12 *2 Southern yellow pine or better, minimum 150 fb. Headers to have one cripple each end, and one full stud with Simpson LSTA 18 stap attached per end. Assembly meets uplift requirements of 12600 with 14 - 16d nails per end. GENERAL FRAMING 4 ANCHORAGcE NOTES: ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM WITH SIMPSON HETA20 UNLESS NOTED OTHERWISE ON LAYOUT, ALL MEMBERS ARE ANCHORED TO FRAME WALLS WiTH SIMPSON MTS12 UNLESS NOTED OTHERWISE ON LAYOUT. TRUSS MANUFACTURER IS TO FOLLOW THIS LAYOUT FOR PLACEMENT OF ALL TRUSSES AND GIRDERS. A SEPIA OF THIS LAYOUT IS AVAILABLE FROM ARCHITECT FOR TRUSS MANUFACTURER'S USE. IF TRUSS MFGR CHANGES THIS LAYOUT WITHOUT WRITTEN PERMISSION FROM ARCHITECT THE TRUSS COMPANY BECOMES RESPONSIBLE FOR ALL ANCHORAGE DETAILS FROM BEARING TO FOOTER, I AMe LJnIPINr-r MnTPA LEDGER NOTES FOR ROOF TRUSSES: ATTACH 2 X 10 LEDGER TO BALLOON FRAMED WALL WITH (2) 1/2"x5 1/2" LAG SCREWS INTO EACH STUD. HANG TRUSSES FROM LEDGER WITH SIMPSON HANGERS PER TRUSS MANUF. PROVIDES MAX, OF 20000 OF UPLIFT LEDGER NOTES FOR FLOOR TRUSSES: ATTACH 2 X 10 LEDGER TO BALLOON FRAMED WALL WITH (2) 1/2"x5 1/2" LAG SCREWS INTO EACH STUD. HANG TRUSSES FROM LEDGER WITH SIMPSON HANGERS PER TRUSS MANUF. PROVIDES MAX, OF 20000 OF UPLIFT MARK MAXIMUM SIMPSON MIN. NAILING/ ALLOWED MODEL BOLTS RE UIRED UPLIFT NUMBER TO TRUSS I TO PLATE REMARKS A 415 1-12.5 5-8d 5-8d w B 360 H4 4-9d 4-8d .4 .4H5 G 455 4-8d 4-8d LL D 885 SP4/6/8 fo-10d x 1 1/2 O E 1000 MT812 7-IOd 7-loci uj F 1315 MSTA18 7-10d 7-IOd 4 ly G 1640 MSTA24 S-10d S-IOd u H 3965 MGT/HDU4 22-I0d I-5/8" bolt 2- I min. I 10980 HGT-2/HTT22 16-loci (2) 5/5" bolts 2-ply J 1175 HTSMi6 8-10ci 4-1/4"x2 1/4" Titan Onl 1 strap per truss w K 1450 MET420 7-iOdxl 1/2 Onl 1 strap per truss L 1810 HETA20 14-iOdxi 1/2 Onl i strap per truss z p M 2235 HHETA20 10-IOdxl 1/2 Onl 1 strap per trues U N 2450 DETAL20 18-I0dxl 1/2 Onl 1 strap per truss P 3610 HTT4 18-IOdxl 1/2" 1-5/8" bolt 2-ply min. w Q (2 3965 MGT 22-I0d 1-5/8" bolt 2 I Mtn, W LL R 3850 HD5 2-3/4" bolts 1-5/6" bolt 2-ply min. S 6480 HD7 3-7/8" bolts I -I" bolt 2-pl min. T 10530 I HGT-3 16-IOd 2-5/8" bolts 3-pl (See manuf. s ecs) ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: SEE LAYOUT FOR ANCHORS SPECIFIED, TABLE ABOVE IS FOR REFERENCE, NOT ALL PRODUCTS ARE USED FOR THIS JOB. IO'O" B.H. (10'6" T.O.F.) J W/ THREADED ROD TO CONC. BM. 10'5" B.H, (111" T.O.F.) 10'0" B.H. (l0'6" T.O.F.) TOP CHORD OF SUPPORTING TRUSS Y C — — — — — — — — — — — — — — - I I '(_ :0 ---------------- I I i I I I FAMILY ROOM I 1 12'0" CL'G. HT. I I I I \�\\\\\IN I I I I I I I �ap 100, RN I 1 ------------------------------ ----------------------------------- I ' I tit 12 01 ��\�\\ i- mI �� Ed w O 0000\4 idds"6\�0MMM, i m ILL �01111 HT \\\\01611��EN 11 rl ON — I ' J-------- ---------------� -------------- .................. ' I I 1 I ' I ' 1 ' I ' 1 ' I ' 1 I I I I � 1 � 1 BEDROOM 05 BEDROOM 1 8'0" CL'G, HT. I ' 1 ' ' I ' I 1 ' 1 ' I ' I ' F-i 1 1 I � 1 � 1 I 1 _________________________ _______________________________, r--r--------------------------=------------------------, ri ; I COI I r — —wL—,A t'ul /AHU AI I ' LL •----- r-r---- r---i t-I I I I I I I I I I I I L J I pull down l I ` 30 widell I I I I I I I j. I I I I i I I I I I I VALLEY TRUSS 5Y111111 I I I I I I TRUSS MANUF. I I _LU I I I Io IW I IJ O U Ll A SIMT'SON MTSi2 STRAP g EA. SUPPORTING TRUSS. FASTEN W/ 14-10d, EY FRfiJyM4G I I I I NOTE: VERTICAL MEMBERS MAT NOT NECESSARILY I I LINE UP WiTH TOP CHORD OF SUPPORTING TRUSSES. r7 I I I I HIP / RIDGE CAP TILES SHALL BE INSTALLED USING POLYPRO AH160 ROOF TILE ADHESIVE APPLIED TO A MINIMUM 2fo GAUGE PREFORMED METAL FRAME HAVING A 2" TO 4" WIDE TOP WITH 1/2" DIP IN THE CENTER. THE FRAME STRIP SHALL BE SECURED TO A MIN 15/32" THICK PLYWOOD DECK USING 1 1/4" LONG, 11 GAUGE HOT DIPPED GALV. ROOFING NAILS AT 6" O.C. ALONG EACH SIDE, PRIOR TO INSTALLATION THE HIP / RIDGE TILES, METAL FRAME AND FEILD TILE JUNCTION SHALL BE WATERPROOFED BY APPLYING A BEAD OF POLYPRO AHI60 I I ROOF TILE ADHESIVE OR POLYPRO STORMCHECK ROOF TILE ADHESIVE ON BOTH SIDES OF THE METAL FRAME. THE HIP AND RIDGE TILES ARE LAID ON A BEAD OR PATTY OF ADHESIVE APPLIED DOWN THE TOP OF THE PREFORMED METAL FRAME. 26 GAUGE G-90 PREFORMED METAL CHANNEL FASTENED 6" O.C. WITH APPROVED ROOFING NAILS. ALL METAL TO BE FREE FROM ANY OIL OR ANY SUBSTANCE TO INSURE PROPER ADHESION. FIELD TILE ON MINERAL SURFACE ROLL ROOFING PER PLAN ON 5/8" Cr-)X PLYWD. SHEATHING I ri ' I I APPROVED - — — — — — — —- I m 0 z zt M I z O } 6 mEm 6 cti^ O'S j cN 9 m m N m ../ � � OF O— 0 U c0 lh N tt) w to+5 9) C d) T �'� -' U U O O> _DU] 0 0 p UO O Q 4 I 4 d) 2 0-5 4 U .4 2 -0 a1 QT `i 3 r m 010 DATE : 01/01/14 DRAWN BY: ps me CHECKED : Mc REVISIONS : 1 &/15/14 PER S.D. 6 NO SCALE: Immill ■ NO/ r A\,� f .c.r- i ro I � `fie.. .I' ry/{ I �� � ,I. :. r: -.. � �j� .ice V,I� h � �\ ����.• 11009,0910191► 91091I ■ l0111111111 - 1I1� illillillilli� _�_� �) a45 .e F�mm—m5 u 1 IL 1 ■■ - , lip li mou �1 "od MONIER r y - 1 �. .. II I v. =L !�r FIA ■ il! I ■■ r I � t _ I "30 o c i 1 1 v i' , 1. ■ ■ INMI1 t 1 / _ a I - a r I - 1 I t �,r y�� ... ter— •� --�; -ter- �_ `� i 1 i I n r• OM M= om r OR 40 r rr - 1 Q i iAROM—MA—MLii lea %=ma'st.EPIM •I►�� ��n SEE ` �iuu � � _ I I s�e ONE ENO 111110111111111 :: IN IN �, 11111mmillLmoh."r-__� _mil IMAC _E I i -ram- a ,ter= �1 �^� ■ i�i II1�I1111�I11PIR-mu InIn Jill III Jill nI11 No ni►.�,���1i11illillilli��►.,, _ �r ter. �►. .--�'.-� � � 40 ■ ■ �■ _ME�1ME .r r a ■ I � ■ � - - � i. ..ram ,��*�-.�.:.-� -� � � -�. (. f _ r is r-SL — . MR 1 �...,...:. _ JANX1. _ � f 34'8" ROOF HT, (35' MAX_.) —_--_—_ _----_--__----- ABv. \doom all lbbi'moLmol" 32'O" B.H. 23'0 3/4" FIN, 3ND FL. 21'8'_5.H. — 13'8 3/4" FIN. 2ND FL. — _ O'O" FIN. FL. -fr N.A.v_5 — — LINES OF EXIST. MAIN RESIDENCE BEYOND ---------------------- ---------- — — — J LINES OF EXIST. MAIN RESIDENCE IN FOREGROUND CONC. TILE ROOF J 4 MATCH EXIST. VV IGH]E,L-FVATI(�)N 1/4"-1 �( " 12 4 POW ,11r:,!a1Gl►�I►�II' �I►mI"MIDI"MIMI�I►�IWI►' ,•I^INI�IAI�I^I� A�AIAIAI�I�IAIAI� f.f,,1�1111�1�1�1�1�1�1�1�111IORT,01.11 I�I�I�IAI�I� �IAI,91 �I� � ., I�I�I�II�I�I�I�I�I�I�I�I�i�l�l�l�l���I�I�IAi�'' ,..I .,�I�I�I�I�I�I�IAIAI�I�I I� ,,,i111�I�I�I�I�I�I�IIi�IIM1 12 4 p = re STONE �I►�.I..�..I.. (ATCH EXIST.) . Z. mq-q - L E T El H(aN 1/4"=1'A)" _ 34'8" ROOF HT._(35' MAX.) ABv. 8.0' N.A.V.D. 32'O" B.H. 23'0 3/4" FIN. 3NDAFL. — - - 21.811 0'0" FIN. FL. 1 DATE : 01/01/14 DRAWN BY: ps me CHECKED : MC REVISIONS : 8/15/14 PER E3,2. �-12 41 / s SEE TYPICAL SECTION FOR ROOF AND EAVE NOTES 1 IB 5/8" STUCCO ON HIGH -RIB 5"x8" SIM, STONE rc 11 —311 P'B, MTL, LATH OUTRIGGERS S 32" II II O,G, -SEE ELV, 18° O,H, GI ® J Im 16"x20" CONC, BM, UJ/ 3 *5 BARS I- II ' TOP E ro *✓ BARS BOTTOM - LURAP - o - -I W/ STUCCO - SEE ELEV, II II to , II II � a II 11 � a COLUMN,,.. II II o 16" dia. co--_ blk., col, J/ 4 *5 II , bars vertical from Tooter to top, Hook o II II i both ends of verticals, Stucco to match II II elevations. II II � o II a II II � II o n n i II II � rrrrrrrrrrrrrrrr.�r.r � ^—�� ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■'■■■■■■ ■■■N E ■■■■■■■■■■■■■■■■■■'■■■ tiiiiiiiiii■�1�■�■■ ii■ ■■�■■■■�■■■���■■■■■■■ ■■■�■■■■■■■■�■■■■ ■■E■ ■■o■■■■■■o■■■■■■o... ■■EMEM■MM■■■■M■■■ ■EEO ■■■■■■■■■■■■■M■■a■■■ ■■■■■■1■M■■■MO■■■ ■■■■ ■E■■M■EE■MEMEMM■■■MWMMMMMMMM IMMMEMEMEN■■ ■■■■■�■■■■■■■■■■■ ■■ME ■■■■■■■M■■M■■■■■MEMO ■■■■�■■■■■■■■■■■■ ■■■■ ■■■■■■■■■■■■■■■■■ ■■E■ MMEM ■ ■■ ■■i■Mir ■ �■ Ili■ ■■■�■■■■ ■■■■■■ ■MIME NNUM See notes at Typical for Roofing and Eav, la" O,H 010" FiN, FL, ZHL 5/8" Drywall on ceiling BEAM,,, 8"xl(o" composite tie beam w/ i •/ r.-_:' in each coarse of H-blk. Install 51meon straps at each truss, SEE FRAMING FLAN, II with seats. Concrete to be mfnfmum 3000 psi, II II II WALL.,, II a" CMU with *5 dowc= s from beam to II Tooter in poured cells as shown on foundation plan, Stu --cc exterior with 5/5" stucco, install 3/4' PT furring strips at 16" o,c, on 3/4" ridgfd frsul. bca,-6 II Rmax Polyiso wall insul, (R-I5,0) o- sc, and finish with 1/2" drywall, I I I I n IIII IIII Mono Ifthic footer to be 18" deeo x INIIIwide with 3 *5 bas continuous L. trans, bars -9 48" o-c, IIII Slab to be 4" thick with (I x 6 LLB e- IIII fnforcing over 6 mfl vfsqueen vavo^ barrier, and clean, po�:onsdl fill, IIII Provide 1 1/2" recess at block wa' , IIII II —CP 1/S ROOF GDR, - SEE FRAMING PLAN STL. SEAT W/ 2 - 1/2" DIA, THRU BOLTS 5,5" x 5,5" x 1/4" STL COL. SEE PLAN FOR LOCATIONS CONTRACTOR TO VERIFY COL, LENGTH >, GiRDER - SEE :AMINO PLAN ERIFY W/ TRUSS �NUF, ) x 8" x 3/8" STL, ;AT W/ 4 - 5/8" A. THRU BOLTS 7" x 5,5" x 1 /4'' STL )L, SEE PLAN FOR )CATION.& CONTRACTOR J VERIFY COL. LENGTH RECESS SLAB 12"x12"xl/2" STL, BASE PLATE AS REQ'D. W/ 4 - 5/8" ADHESIVE BOLTS 1,5" Minimum (8" EMBED,) AND LEVELING NON -SHRINK GROUT NUTS as Nu u 11 u mi Y Y FTG. PER PLAN 0 0 0 0 See notes at Typical f11151% section for Roofinq and Ea. e details. 13'8 3/4" 2ND FIN. FL, ROOFING.,. Concrete roof tiles over hot mopped 90* granular roofing, over 30* felt paper tin tagged to 5/5" cdx roof sheathing on engineered wood roof trusses at 24"o,c, The first course of roof sheathing at save should be nailed and glued. and should be a full 4' width, 21'8 B,H, SAVE,,, lx3 trim on 2x8 cedar fascia w/ cont, copper drip edge See roof plan for fascia his - Soffit.,, 5/8" stucco on F,B, high - rib mtl, lath Cc' ppsr flashing Extend 1&' sheathing `.o bottom of floor truss. Do not splice she=athing at floor line, BEAM,,. 8"xI,o" composite ties beam w/ i Oro bar in each coarse of H-blk, Install Simpson straps at each truss, SEE FRAMING PLAN, with seats. Corcrets to be minimum 3000 psi, �■■■■■■■■■ENON ■�■■■■ ■'�■�■■■ i■ii�■■■■itii■■iii �iiiiiiiiiiiiiiiii� it■iiiii ■■E■i■■■■■■■■■■�■■ ■■■t■■■�■■■■■■�■■■■■ ■'■■on ONI■■■■*,■■■■E�■■■B■■■ ■■■EE■E`■■■■■MEMO■■■■■■■■■a■E1 t■■■■■■■■r■■■■MOM■ 5/8" Drywall on ceiling Double 2xro top plate with Simpson SPro at ea, stud @ MT512 strap at each truss, See framing plan 5/8" stucco on p,b, metal lath on Tyveck vapor -barrier on 1/2" Cox plywd, sheathing on 2 x 6 studs at 16" o,c„ R-19 batt Insulation, smooth finish I/2" drywall and wood bass, Clip each stud with Simpson SF& clips to 2x6 sill plate. Anchor bottom plate to lower wall w/ 1/2" x 3" lag screws o 32" o,c, 4 within 12" of corners 4 ong's, 8 1/4"x3" oil, washers 3/4" tag plywood sheathing screw and glus to 20" system 42 floor trusses 6 1"3,2" o,c, Hang trusses from floor girder w/ Simpson hangers per truss manuf. F>rovids solid blocking for hanger attachment, ROOFING:.,, Concrete roof tiles over hot mopped 90* granular roofing, over 30* felt paper tin tagged to 5/8" cdx roof sheathing on engineered wood roof trusses at 24"o.c, The first course of roof sheathing at save should be nailed and glued, and should be a full 4' width, 21'8 B,H, EAVE,,, 1x3 trim on 2x8 cedar fascia w/ cont. copper drip edge See roof plan for fascia his, (MATCH EXIST,) Soffit... 18" O.H, 5/8" stucco on P,B, high- MATCH EXISTrib mti, lath Extend 1/2" sheathing to bottom of floor truss. Do not sp l f cs sheathing at floor line, 13'8 3/4" 2ND FIN, FL. 12'0 f--',,H, F 12 4 30 Fiberolass baits ?5/8° Drywall on ceiling Double 2x(v top plats; with ' '"lpson, SP6 at sa, stud 4r MT512 strap at each truss. Sias framing plan 5/3" stucco on p,b, metal lath or Tyveck vapor-barrl'er on 1/2" cdx plywcl, sheathing on 2 x 6 studs at 16" o.c,. R-19 batt Insulation, smooth finish 1/2" dr;lwa11 and wood base:, Glib Bach stud with Simpson SP& clips to 2x6 sill plate. Anchor bottom plate to lower wall w/ 1/2" threaded rod to coupling it J-bolts a 32" o.c. 4 within 12" of-:ornerfs 4 opng's, 8 1/4"x3" ail, washers 3/-4" t8e3 K'�lywood sheathing screw A& glue to 20" system 42 floor tru.z ses w 19,2" o,c, 5/8" drywall on ceiling BEAM_, 8"acl(o" composite tie beam w/ 1 *% bar In Bach coarse of u-blk. Concrete to be minimum 3000 psi, WALL,,. 8" CMU with *5 dowels from beam to fo _ater in poured cells as shown on foundation plan. Stucco exterior with 5/5" stucco, Install 3/4" PT furring strips iro" o,c, on 3/4" rid,g Id insul, board Rmax Polyfso wall insul, (R-5,0) or sq, and Finish with 1/2" drywall, • 'MEMO■■■■■■■■■■■■■■ �■1■■■■■■■ ■■■■■■■■■■R■ ■E■M■MMEMMMMMME■EE �■■■■M■■■■ ■■a■M■RPRONNNOW ■■■■■■ N■■■■ir■■■■■r■M■■■■ ■ ■■■■■■■■■i■ ■■Mill■■ ■E■■M■MMMME■■■■■■■ ! ■■■■■■■■■■■ ■■■■■■■■ -■■■■■-■■■�I■■■■■E■------------- MOMMMMM \\\\\\\\\\\\\ ow iffimmum IN �4 \JI6�E ® cpj 6 21 c 9 m w o N m cq' � o N� Q) 1 o 1z o w c N o�6 o O$ DATE : 01/0i/14 DRAWN BY : pe me CHECKED MG REVISIONS : �! 1 5/15/14 PER B.D. III INSTNINK111iii 314 2"x6" 02 H.F. OR EQUAL LEDGER w/ 3/a"x3 1/2" LAG MOLTS A 16" - A SIMPSON H10 B EA, TRUSS 2"x4" SPF W/ 3/8"x3 1/2" LAG 5OLTS 6 Iro" t SIMPSOM U24 HANGER AT EA, TRUSS Clip each stud to sill plate with Simpson SP6 clips 2 x 6 sill plate, 3/4" tdg plywood sheathing screw and glue to 20" system 42 floor trusses 1w 1g,2" o,c. tY 5/8 drywa I I on ceiling I 1ST FL, BLK. WALL Anchor floor system to tie bm, w/ 1/2" threaded II rods at 48" o,c, and 12" II from all corners and door,, II epoxied 4" into cone, lorr- II Use 1/4" x 3" square steel washers in lieu of standard round washers. NOW I HyffiWil See notes at Typical Wall sect;,%r for Roofing and FAVoi 7etailae 12 �� ►�MAMMA- ROOF=iNG... Concrete roof tiles over hot mopped 900 granular roofing, over 300 Felt paper tin tagged to 5/8" cdx roof sheathing on engineered wood roof trusses at 24"o,c, The first course of roof sheathing at eave should be nailed and glued, and should be a full 4' width, 32'0" 5,14, SAVE,,, lx3 trim on 2x8 cedar fascia w/ cont, copper drip edge See roof plan for fascia hts. Soffit,., 5/S" stucco on P,B, high - rib mtl, lath Copper flashing Extend 1/2'' sheaf to bottom of f to truss. Do not s� sheathing at floc line, iss >( Double 2x6 top plate with G� Simpson 5P6 at ea, stud G� E MT512 strap at each truss. See framing plan 5/8" stucco on p.b, metal lath on Tyveck %-apor-barrier on 1/2" cdx plywd, sheathing on 2 x 6 studs at lro" o,c„ R-19 Batt insulation, smooth finish 1/2" drywall and wood base, �� Clip each stud with Simpson SP6 clips G G� to 2x6 sill plate. Anchor bottom plate Copper flashing G� to lower wall w/ I/2" threaded rod to G G� acioling d ,J-bolts 1@ 32" o,c, d within 12" G� �-- � a�- corners i opng s, d `/4"x3' s* L washers See notes at Typical Wall section for Roofing and Eave details, 13'8 3/4" 2ND FIN, FL, El tdg plywood sheathing es-esw and glue to 20" system 42 floor 10 12'0 B,H, 5/8" drywall on ceil'r°� BEAM... tie bear, w/ I "6 bar I in each oars= of a-c:'k. Install Simpson i straps sac- ,puss, 5EE=RALING PLAN, II with seas. Concrete .o be minimum 3000 n WAL II g" C'"%; with 05 doses "rom beam to II _footer in poured cells as shown on II •� founoation plan. Stucco exterior with 5/8" stucco. Install 3/4" PT furring strips at 16ll o,c, on 3/4" ridgid 'ns 1, board Rmax Polyiso wall irsul, (R-5,0) or eq. II and finish with 1/2" drywall, n IIII IIII Mono Iithic footer to be 18" deep x Jill IIII IS" wide' with 3 05 bars continuous w/ 05 trans, bars m 48" o c IIII Slab to be 41I thick wi 6 x 6 WWM re - IN inforcing over 6 mil visoueen vapor 101 barrie and clean, poisored fill. Jill Provide 1 1/2" recess a, block wall, 01011 FiN. FL, IIII �---------------- I I ' II II �, g , � batts Double 2x6 top plate with Simpson SP6 at ea, stud d MT812 strap at each truss. See framing plan 5/5" stucco on p,b, metal lath on Tyveck vapor -barrier on 1/2" cdx plywd. sheathing on 2 x 6 studs at Iro" o,c,. R-19 batt insulation, smooth finish 1/2" drywall and wood base. Clip each stud with Simpson SP6 clips to 2x6 sill plate. Anchor bottom plate to lower wall w/ 1/2" x 3" lag screws 10 32" o,c, 4 within 12" of corners $ opng°s. d 1/4"x3" stl, washers 3/4" t4g plywood sheathing screw and glue to 36" pre-engin, wood floor trusses 6 19.2" o,c. Hang trusses from floor girder w/ Simpson hangers per truss manuf. Provide solid blocking for hanger attachment. See notes at Typical Wall section for Roofing and Eave details, 2�1'8" B,H, Concrete roof tiles over hot mopped 900 gr nular roofing, over 300 felt paper tin tagged to 5/8" cdx roof sheathing on er jneered wood roof trusses at 24"o c The first course of roof sheathing at eave should be nailed and glued, and should be a full 4' width, 32'0" B,H, Cl EAVE,,, lx3 trim on 2x8 cedar fascia w/ cont. copper drip edge See roof plan for fascia hts, 15" O,H, Soffit,,, 5/8" stucco on P.B. high - rib mtl, lath Copper flashing ' 24'0 3/4" FIN, 31RD FL® - Drywall on ceiling Double 2x6 top plate with Simpson 5P6 at ea, stud 4 MT812 votrap at each truss. See framing plan 5/8" stu��o on p,b, metal lath on Tyveck vapor -barrier on 1/2" cdx plywol, sheathing on 2 x 6 studs at 16" o,c., R-19 batt insulation, smooth Finish 1/2" drywall and wood base, C Clip each stud with Simpson SP6 clips C� to 2x6 sill plate. Anchor bottom plate C� to lower wall w/ 1/2" threaded rod to Extend 1/2'' sheathing C� coupling d J-bolts 0 32" o,c. d within 12" to bottom of floor Cof corners opng's, 4 1/4"x3" stl. washers truss, Do not splice �_ sheathing at floor line, 3/4" tdg plywood sheathing screw and glue to 20" system 42 floor 13'8 3/4" 2ND F!N, FL trusses 19.2" o,c, (20,1 N,A.V.D,) 5/8" drywall on ceiling BEAM,,, 8"x1(o" Composite tie beam w/ 1 06 bar in each coarse of u-blk, II Concrete to be minimum 3000 psi, I 1 WALL,,, II 8" CMU with 05 dowels from beam to It footer in poured cells as shown on 10 Foundation plan, Stucco exterior with ii 5/5" stu(--co, Install 3/4" PT furring strips at 1(o" c)-c. on 3/4" ridgid insul, board Rmax F'c)[yTso wall insul, CR-5..0) or eq. II and finch with 1/2" drywall, n J it l 111I 11i in Conc, Mono foo ter to be 18" deep x ll IS" wide with 3 05 bars continuous w/ Jill 1111 *5 trans, bars 10 48" o,c, Ills Slab to be 4" thick with 6 x 6 WWM re- fill inforcing over 6 mll visciueen vapor /_ barrier, and clean, poisoned fill, Jill Provide 1 1/2" recess at block wall, 010" FIN, FL, Jill 'iiiCB,-1 N,A,V,D.) /----- ------------ ' I I II �� II 12 4 Drywall on ceiling R 30 F1'berglass Batts Double 2x6 top plate with Simpson SP6 at ea, stud d MT612 strap at each truss. See framing plan 5/8°° stucco on p,b. metal lath on Tyveck vapor -barrier on 1/2" cdx plywd, sheathing on 2 x 6 studs at 1(0" o,c., R-19 bast insulation, smooth finish 1/2" drywall and wood base. Clip each stud with Simpson SP6 clips to 2x6 sill plate, Anchor bottom plate to lower wall w/ 1/2" x 3" lag screws 32" o,c, t within 12" of corners 4 opng's, d 1/4"x3" stl, washers 3/4" t8g plywood sheathing screw and glue to 28" pre-engin, wood Floor trusses m 19,2" o,c, Hang trusses from floor girder w/ Simpson hangers per truss manuF. Provide solid blocking for hanger attachment, 1601.1.1 Handrails and guards (FBC) 1&0-1.1.1.1 Handrails shall be designed and constructed for concentrated load of 200 lb, applied at any point in any direction along the top, � Wc?OD RAILING W/ 1" PICKETS 0 5" O.C. OF? HAVING LESS THAN 4" CLEAR SPA,:�E —�3► BETWEEN PiCKETS. PER 2010 FBC 'R312 VERY°r DESIGN W/ OWNER, 1" x 6" OAK BASE PLATE d TRIM 3/4" TdG plywood sheathing screwed d glued to 20" pre- engin, wood floor trusses, rv,643 It V 5/8" drywall on ceiling 1/2" drywall on walls, 2 x 4 load bearing wall w/ studs at 16" o,c, max If wall exceeds 10' height use 2 x 6 studs at 16" o,c, or 2 x 4 studs 8 8" o,c, Anchor stud to plate with SP4 / SP6 ties at ea, stud w/ 6-10d nails, �imp�6n MT812 strap fr�A 2 x 4 wall with double R)p plate to bearing leg of roof/floor truss above. _Anchor stud to plates with Simpson SP4 / SP6 ties at each stud with 6-10d nails. 1. TH16 ASSEMBLY GOOD FOR - 000 PLF OF UPLIFT. 1/2" x. S" redheads at 32'' o,c. d within 12" of corners d opngs, w/ 1/4"x3" sq, steel (P,B,) washers. Footer to be 14 deep x 20" wide w/ 2 05 bars coat, \\\\\\\\\\\\\\ 0 z ?� z 3 N �N �;� 0' non` >� Z :L Z z 0 Ql Z O ®- o � o o0cp� cpw m - s ON 0 O T � o (D u Ww b_�, S 411) 2 F 3 3 a • 0C1 O I� M PC O � eq � O wo �n E-� P N G N C fhR P JIM W S 10 -oi ;4 DATE : 01/01/14 DRAWN BY : pe me CHECKED : Mc REVISIONS : 1 e/la/14 PER S.D. �ry �S* STRUCTURAL NOTES CONTRACTOR NOTE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WiTH THE WORK. M,A, CORSON t ASSOC, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS, CODES AND STANDARDS 1, WIND LOADS ARE PER ASCE 1-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, FOR A I10 MPH WIND SPEED (3 SEC: GUST), EXPOSURE D, 0.0 INTERNAL PRESSURE COEFFICIENT (CLOSED STRUCTURE), 0.18 IMPORTANCE FACTOR, AND BUILDING CATEGORY II. 2, THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: A. FLORIDA BUILDING CODE 2010 EDITION B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08) C, SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-05) D. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-99) E. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION ND5/1991 EDITION. 3. ARCHITECTURAL AND MECHANICAL DRAWINGS: A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. B. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS t0 PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT C, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 4, ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND S-1ALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 2. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED IN THE SOILS REPORT, ALL SLlBGRADES SHALL BE APPROVED IN WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. 3, BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPOR'ING 2500 PSF. 4. 5. TOP OFAALL EXtERlO FOOT( S SHALL MINIMUM I'- BELO XTE R FINISH G DE. 6, ALL C V ETION AL KE . E AVA�NT A PI SIONS I 1 tED, AK Y PR ON TO GUARD AGAINST ANY OR SETTLEMENT O AGENT CTURES, UTILITIES, PIPING, ETC, 1. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISti''LACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 8. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNLES` OTHERWISE NOTED ON DRAWINGS. 9, ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK, WOOD I. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE", MOISTURE CONTENT MUST BE IS% OR LESS, STORE WOOD FRAMING ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION 2. ALL LUMBER SHALL BE SOUTHERN PINE SPECIES 02 GRADE OR APPROVED EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION). 3, PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH AWPA STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER IS IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING, ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE GALVANIZED WITH A RATING OF G-185 AND CONFORM TO ASTM A653. ALL NAILS AND SCREWS USED WITH PRESSURE TREATED LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND TO CONFORM TO ASTM A153 CLASS D. ELECTROGALvANIZED FASTENERS SHALL HAVE A CLASS RATING PER ASTM 8695 NO LESS THAN 55. ALUMINUM NOT TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER. 4. PLYWOOD SHEATHING: A. ROOF: USE 19/32" APA 40/20 RATED, EXP. I, PLYWOOD SHEATHING, B. SEE FRAMING PLANS FOR NAILING AND/OR BLOCKING REQUIREMENTS. USE a'- 0" LONG X 4'-0" WIDE SHEETS WITH LENGTH ACROSS FRAMING, STAGGER PANEL END JOINTS 4'-0" TYP., ALLOW 1/8" SPACE ALONG PANEL EDGES AND END JOINTS. 5, WOOD CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING MEMBERS SHALL BE COMMON WIRE, U.N.O. ALL NAILS, TRUSS HANGERS, TRUSS ANCHORS AND STRAPS SHALL BE GALVANIZED FOR CORROSIVE RESISTANCE. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL LENGTHS ABOUT THE JOINT LINE, USE SIMPSON STRONG -TIE CONNECTOR PRODUCTS OR APPROVED EQUAL. TOE NAILING WILL NOT BE PERMITTED. WOOD tRussEs I. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. SEALED CALCULATIONS AND LAYOUT DRAWINGS ARE TO BE SUBMITTED FOR APPROVAL. TRUSS FABRICATOR t0 PROVIDE ALL TRUSS -TO -TRUSS HANGERS AS REQUIRED TO RESIST GRAVITY AND UPLIFT REACTION 2. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" HANDLING, INSTALLING AND BRACING OF WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB (1991EDITION). BRACING IN THE PLANE OF THE WEB MEMBERS: A. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS, C. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS. 3, THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8'-O" ON CENTER WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES. IF NO CEILING IS ATTACHED TO BOTTOM OFTRUSSES, BRACING SHALL BE MINIMUM 2X4 o 36" ON CENTER NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCATED At EACH END, IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20-FOOT INTERVALS. 4. DO NOT CUT, DRILL OR NOTCH TRUSSES WITHOUT WRITTEN APPROVAL FROM TRUSS ENGINEER. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, ETC, SIZES AND LOCATIONS WITH TRUSS LAYOUT PRIOR TO ERECTION. 5. TRUSSES SHALL BE MANUFACTURED E DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATION(s) FOR WOOD CONSTRUCTION, AF t PA, AND NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI I-1995, AND THE LOCAL CODE JURISDICTIONS. 6. DO NOT OVERLOAD TRUSSES WITH BLDG MAT'LS. 1. CONNECTOR PLATES SHALL BE MANUFACTURED BY A WTCA MEMBER PLATE SUPF''LIER AND SHALL MEET OR EXCEED ASTM A653/A653M REQUIREMENTS FOR STRUCTURk 1- STEEL. CONCRETE 1. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 6 28 DAYS, B. SLUMPS SHALL BE 4 INCHES MINIMUM AND 6 INCHES MAXIMUM. C, CONCRETE SHALL HAVE A MINIMUM OF 3 PERCENT AIR ENTRAINMENT. D, ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55. E, J0551TE WATER SHALL NOT BE ADDED. 2. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS, 3. ALL BARS SHALL BE LAPED PER THE REQUIREMENTS OF ACI 318 FOR TENSION LAP SPLICE BUT NOT LESS THAN 48 BAR DIAMETERS UNO. LAP ALL WWF A MINIMUM OF 12 INCHES UNO, 4. ALL HOOKS SHALL BE PER ACI 318 HOOK REQUIREMENTS BUT NOT LESS THAN 12 BAR DIAMETERS BEYOND BEND UNO. 5, WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185, PLACE WELD WIRE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRAD)= AND SUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O.G. 6, ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING t0 ASTM DESIGNATION A 615 GRADE 60, 1. AT CORNERS OF CONCRETE BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE MATCHING HORIZONTAL BARS X 5'-O" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. MASONRY 1, MASONRY UNITS SHALL BE A. LOAD BEARING ASTM C SO, NORMAL WEIGHT, AND SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND (UNO), 2. THE COMPRESSIVE STRENGTH OF MASONRY (F'M) SHALL BE 1,500 PSI AS CALCULATED IN ACCORDANCE WITH ASTM C1314. 3, ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM SPECS. C270 TYPE M OR S ONLY, 4. GROUT SHALL BE HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECS. C416 AND HAVING A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI 5. PROVIDE 8"xB" MASONRY BEAM WITH 1 05 CONT. At EVERY WINDOW SILL. EXTEND BEAM 8" BEYOND EDGE OF OPENING. 6. PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCEMENT (9 GA.) AT 16" O.C. VERTICAL IN ALL MASONRY WALLS PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS. GENERAL NOTES: Contractor, subcontractors, material suppliers, etc, shall make themselves familiar with the contract documents and shall verify all dimensions, conditions at jobsite, plans, specifications, etc, as applicable and report any discrepancies, errors or omissions to the architect prior to any work being performed, otherwise we assume no responsibility for any errors and the contractor, subcontractor, material supplier, etc, shall assume full responsibility for errors and/or delays and correct them at their own expense Changes, revisions, or alterations not made by this office in writing only, will fully, unconditionally and totally release the architect, its employees, consultants and design professions, from any and all responsibility. The architect has not been retained for the supervision or the administration of the execution of the work of this project. Each contractor shall be responsible for construction means, methods, techniques, sequences, and procedures for safety precautions and shall comply with the requirements of O,S,H,A, all applicable building codes and all governmental agencieshaving jurisdiction. Each contractor shall make all arrangements for, obtain and pay for all permits, tests, inspections, and approvals required for his portion of the work. All work shall be guaranteed for a period of at least one year from the date of acceptance. Stucco shall be two coats approximately 5/S" thick applied to masonry. 3/4" thick applied to metal lath. Lath shall be flat expanded diamond mesh galvanized, paper backed, weighing not less than 3.4 pounds per sq. yard. Glass shall be float, tinted with shading coefficient of .11 cat,[[, 3/16" tempered for operable glass doors. Tempered glass shall comply with ANSI-Z S11 (all glass at showers/tubs to be tempered). Caulking using Tremco or eq. sillcon-type products shall be applied at all junctions of wall and window and door frames with abutting wall surfaces to provide a weathertight water-resistant installation, ELECTRICAL NOTES Electrical contractor shall comply with the N.E.G. and all applicable codes or authorities having Jurisdiction, Electrical contractor to coordinate exact locations of all hvac equip, d it's loads w/ mesh, contractor before roughing -in for proper power and wiring control layout and installation. All outlets, switches and light fixture locations to be verified by owner on walk-thru with electrical contractor. Electrical contractor to sleeve drive and walkways as required For landscape lighting. Electrical contractor to provide power as required by pool contractor for all pool equipment, Electrical contractor to provide power as required by Irrigation contractor, Provide PVC sleeve to inside surface of garage wall for phone termination, Service must enter inside of garage for security. Provide outlet for security system at owners option, All 110 V, 10, 15 and 20A, receptacles installed outdoors and in bathrooms shall have ground fault circuit interrupter, Unless otherwise noted, minimum size wire shall be 012 "AWG", excluding control wiring. Smoke detectors to be powered by house electric service w/ battery back-up, Visible "Power on" indicator and a test butl�on, Verify all conductors and breakers w/ ecliup, manuf, specs. All elect, switches shall be 48" a,f,f, unless otherwise noted, All receptacles shall be 12" a,f,f, unless otherwise noted. Closet lighting shall be min, IS" clear from edge of shelves. CONT, GRASPABLE HANDRAIL 34" ABV. LEADING EDGE OF TREAD W/ PICKETS 6 5" O,G:. (VERIFY STYLE W/ OWNER). IF ADJACENT TO WALL MAINTAIN A 1 1/2" SPACE B/T (PER FBC R311.1.1) 4 Q z 4 O O cv Z d) O I.. ioil z NOSING TREAD 2x12 WE). TREADS 1/2 HANDRAIL TO HAVE MIN, DIA, OF 1 1/4" d MAX. OF 2" (MAINTAIN A 1 1/2" E SPACE B/T) (PER FBC R311,11) DRIVE IOd NAILS THROUGH FINS NEAR CORNERS t a 16" O/C BETWEEN ALL FOUR SIDES OR MFG, 1/2 HANDRAIL TO HAVE MIN, RECOMMENDATION DIA, OF 1 1/4" t MAX. OF 2" (MAINTAIN A 1 1/2" SPACE B/t) STUCCO BAND iA(PER FSG R311,11) SEALANT Ix WOOD fQ IA1=R ll\ < I�� � l �[III' [0) I : 1 1/2" = V-O" A/C NOTES It shall be the responsibility of the A/C contractor to produce an operational system in accordance with these drawings, The A/C contractor shall furnish installation details and schematics of all equipment to others who connect to the A/C equipment, i,e, Electrical and Plumbing contractor, Ductwork shall be I" thick fiberglass w/ taped joints unless noted otherwise, Provide condensate overflow pans under all units installed above ceiling, Provide adjustable, opposed blade dampers at all diffusers, Provide adjustable extractors or splatters at taps into ducts or where ducts change directions, Airconditioning supplier shall guarantee the complete system, parts and labor, for one year after first operation, The compressor shall be guaranteed for an additional 4 years, parts only after first operation, Install filters at RAGi's. Provide easy access to filters. Refer to energy calculations for A/C unit SEER requirements, PLU 51NG NOTES It shall be the responsibility of the plumbing contractor to produce an operational system in accordance with these drawings, The plumbing contractor shall guarantee the complete system, parts and labor, for one year after first operation, Installation and materials shall be in accordance with the 2010 Plumbing Code and all local codes, Plumbing contractor shall verify location, elevation, and size of existing mains before installation is started. Provide vacuum breakers on all hose bibbs and faucets with hose end connections. Fixtures shall be protected against water hammer with air chambers as required by code, Provide shutoff valves in the potable water supply and each piece of equipment. Insulate condensate lines, All hot and cold water lines shall be copper type "L" for under- ground and type "M" for above ground installation w/ silver soldered Joints, t I /1tf--'/'► * CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES * CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL FTG. W/ TRUSS MANUF, * CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION * CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED * REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING W/ WORK * DUROCK SHALL BE USED IN ALL DAMP LOCATIONS t IN ALL SECOND FLOOR WALL AND FLOOR TILE AREAS * PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS * TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS * ALL BATH ROOM WALLS SHALL BE INSULATED * ALL LUMBER IN CONTACT W/CONCRETE OR MASONRY SHALL BE PRESSURE TREATED * ALL FRAMING (WALLS I ROOF) LUMBER TO HEMFIR Flo 1000 MIN, STUCCO SILL 5/8" STUCCO METAL LATH ON 1/2" PLYU 42"x42"xl' CcONC, PAD FTG, UJ/ "5 BARS 6" 0.0, E,W. 1.5" Minimum NON -SHRINK GROUT HEAD 1/2" DRYWALL SINGLE HUNG JU INDOW SILL (MATCH XIST,) 1/2" DRYWALL 2" X 6" STUDS LL D. BEAM / TRUSS - SEE RAMING PLAN "x8"x1O" HiGH 3/5" STL. SEAT / 4 - 5/5" DIA, THRU BOLTS 5.5" x 5.5" x 1/4" STL COL, SEE PLAN FOR LOCATIONS CONTRACTOR TO VERIFY COL. LENGTH 12"x12"A/2" STL. BASE PLATE W/ 4 - 1/2" ADHESIVE BOLTS (6" EMBED.) AND LEVELING NUTS FTG. PER PLA -- ---- ---- - �a---=b----b----b ---b� Pressure treated full length stud against 8" x Irbil column block, With precut stud adjacent. Attach both) studs to poured column block with 1/2" x 1" HiM Kwik Bolts, or equal, at 24" o.c.'. Use Palm Beach County 3" x 3" x 1/4" steel washers at each bolt. Hold frame wall 1/2" inside column blocks so that 1/2" cdx sheathing butts to block, SECTION VIEW Provide 2 05 bars hooked from footer to tie beam, If "U" block type beam is used hook one 05 into each course, outer bar to top course, inner bar to bottom course. MBDL 1, 1` f0ill ATTACH WINDOW TC THROUGH FIN (SCR, PER MANUF, SPEC: COVER W/ STUCCO CAULK JOINTS CONT, BEAD OF D, PREMIUM POLYURE ADHESIVE SEALAN' BEHIND FIN OR FL,, CONNECTION BETW WIN. FRAME t STUC ALUMINUM WINDOW 77 7 TI' k\TTI"t1?ti 77 Y Tr A "L AM ATTACH WINDOW TO BUCK THROUGH FIN (SCREWS PER MANUF, SPECS) COVER W/ STUCCO t CAULK JOINTS CONT. BEAD OF DAP PREMIUM POLYURETHANE ADHESIVE SEALANT OR EQ. BEHIND FIN OR FLANGE t CONNECTION BETWEEN WIN. FRAME t STUCCO, ALUMINUM WINDOW HARDI-PLANK SIDING ON TY V EK ON 3/4" P.T. FURRING o 16" O.C. RK \oEMME 0 �o \OM =1LLED BLOCK CELL OR \\ SOURED GONG. COL. - \� BEE PLANS ALIGN 2x6 P.T. BUCK W/ 10 OF BLK.4 P.T. FINISHR STRIPS t 1/2" DRYWALL IEMEMMMN 2x6 P.T. WOOD BUCK ANCHORED TO CONC. BEAM, SILL t WALLS W/ i/4'x3° TAPCONS (STAGGER) W/ I" DIA, N's t� WASHERS, SPACE B O.C. WITHIN 3" OF CORNERS. ��\���� 'Id \� \\\��� \\ \\AMALON COMPOSITE OR � \ POURED CONCRETE TIE -BEAM - SEE PLANS \��LM ALIGN 2x6 P.T. BUCK W/ EDGE OF BLK. WALL t FINISH W/ 3/4" P.T. FUR STRIPS t 1/2" DRYWALL 2x6 P.T. WOOD BUCK ANCHORED TO GONG. BEAM, SILL t WALLS W/ 1/4"x3" TAPCONS (STAGGER) SPACE m 8" O,G, t WITHIN 3" OF CORNERS, SET ON 2 CONT, BEDS OF DAP PREMIUM POLYURETHANE ADHESIVE SEALANT OR EQ. SEAL WOOD SILL W/ SKIRT TRIM - VERIFY DESIGN W/ OWNER 6" MIN. POURED CONC. SILL W/ 1 •5 BAR W/ 8" HOOK BARS INTO FILLED CELLED WALL BEYOND (TYP. ALL WINDOWS) 2911.1 9�av DOORIODUCK ANCHORS GARAGE DOOR ATTACCHMENT 2 x 6 P, T, WOOD BUCK TO CONC, T HIGH DOOR. 4- 3/8"x5" HILTI KWIK BOLT II, (2 1/2" EMBED.) OR "RED -HEADS" SPACED EQUALLY t WITHIN 12" OF EA. END 8' HIGH DOOR: 5- 3/8" x 5" HILTI KWIK BOLT 11, (2 1/2" EMBED.) OR "RED -HEADS" SPACED EQUALLY t WITHIN 12" OF EA. END TRACK BRACKETS TO P, T. BUCK 1' HIGH DOOR: 5 - 3/8" x 1 5/5" LAG SCREWS WITH WASHER HEADS, SPACED AS REQ'D. BY MANUF. AT EA. SIDE. 8' HIGH DOOR: 6 - 3/8" x 15/8" LAG SCREWS WITH WASHER HEADS, SPACED AS REQ'D. BY MANUF, AT EA, SIDE, SWING DOOR ATTACHMENT 2x4 P, T, WOOD BUCK TO CONC, HILTI PINS DS .I11" DIA. WITH 1 1/4" PENETRATION AT 12" O.C, MAX, OR 1/4"4 3/4" TAP -CON SCREWS AT 12" O.G. MAX, t WITHIN 6" OF CORNERS NOTE: DOOR BUCKS MUST BE WIDER TN,IN TYIE DOOR ✓,AMBS PER R-613.6, NOTE: VERTICAL MEMBERS MAY NOT NECESSARILY LINE UP WITH TOP GHOf�D OF SUPPORTING TRUSSES. z z zm 00 N 0 C4 W Clj W N- 9 Am Q 0 w 9 O+�r .�Xx ol �zs za O N zQ (3— in 0Q) O N Q a V� -C V> �►.� p� O c O U p4� QaOiwQ�s�4m U 4 2 m m • elk. Z W"110p O q O O N rA hry � N .. u Cn n 0 43 Q�w U i 7-4 o • U DATE : 01/0-1/14 DRAWN BY: ps Inc CHECKED : Mc REVISIONS : 1 S/15/14 PER B.D. S/29/14 PER S.D. 7 ELECTRICAL SYMBOL 2' Under Cabinet Lights Attic Light labv� Can Light Can Light VP VP Disconnect rED Fan Light Flood Light D04 Floor Outlet Garage Door Opener GFI (fl Opener Garbage Disposal O Light VLOJ Telephone Outlet Q cable tv outlet fluorescent closet fluorescent light i x 4 light outlet outlet 220v outlet gff outlet split outlet wp-53f1 WP/GFI d smoke afci co det &AFCI CO DET, smoke detector AFCI &AFCI switch $ switch 3 way $3 wall light exterior wall light interior Q fluorescent light 2 x 4 w ru TL =At.l=l r)[At-.1PAM / I nAO SCI-IEDULE GIRC. DESCRIPTIONpQLE BRK WIRE LOAD 100% REFRIGERATOR 1 20 12 1,5 NO 3 FREEZER 1 20 12 1,5 NO 5 ICE MAKER 1 20 112 1,5 NO T SMALL APPLIANCE 1 20 12 1,5 NO g SMALL APPLIANCE 1 20 12 1.5 NO 11 SMALL APPLIANCE 1 20 12 1,5 NO 13 GEN. LIGHTING / FANS 1 15 14 NO 15 17 19 21 23 4353 S,F, x 3 WATTS 2 DRYER 2 50 8 8,0 NO 440 DISHWASHER / DISP. 2 20 12 2,5 NO 8-10 OvEN 1 20 12 1,5 NO TOTAL KW LESS 10051- LOAD KW 36,1 AIR HANDLER ® 100% - PANEL A / 150 AMP, FIRST 10 KW 6 100% 10,000 REMAINDER A 409'. 10,440 TOTAL 20,440 4- 240 PROVIDE 85.2 AMPS 7, WALiWIMALM Ell 1 I I L_ PANEL DIAGP-AM / LOAD SCI-IrDLJLE GIRC. DESCRIPTION POLE SRKR WIRE LOAD 10091. 1-3 ACCU 01 2 40 10 N/C 5-7 ACCU 02 2 40 10 N/G e-11 AHU •1 2 60 l0 10,0 YES 13-15 AHU '•2 2 60 6 1 10,0 YES 2-4 ELEVATOR 2 50 a 8.0 NO 6-8 RANGE 2 50 8 8,0 NO 10-12 SPRINKLER PUMP 2 20 12 2.5 NO 14 WATER HEATER 1 20 12 1,5 NO 16 WATER HEATER 1 20 '12 I.5 NO TOTAL KW LESS 100% LOAD KW 11,5 AIR HANDLER 6 100% 20,000 PANEL 8 / 150 AMP. FIRST 10 KW it 100% 10,000 REMAINDER A 40% C600 TOTAL 3OA00 ♦ 240 PROVIDE 12l•5 I AMPS ELECTRICAL RISER no scale 2005 NEC 250.52 Grounding Electrodes. Concrete -Encased Electrode, An electrode encased by at least 2 In, of concrete, located horizontally near the bottom or vertically, and within that portion of a concrete Foundation or footing that is In direct contact with the earth, consisting of at least 20 Ft, of one or more bare or zinc galvanized or other electrically conductive coated steel reinforcing bars or rods of not less than I'f2 in, In diameter. Reinforcing bars shall be permitted to be bonded together by the usual steel tie wires or other effective means. Where multiple concrete -encased electrodes are present at a building or structure, it shall be permissible to bond only one Into the grounding electrode system. 2008 NEC 210,12 (B) Arc -Fault Circuit -Interrupter Protection. Dwelling Units. All 120-volt, single phase, 15- and 20-ampere branch circuits supplyfng outlets installed in dwelling unit in famfly rooms, dining rooms, Ifving rooms, parlors, libraries, dens, sun rooms, recreation rooms, closets, hallways, or similar rooms or areas shall be protected by a listed arc -fault circuit interrupter, combination type installed to provide protection of the branch circuit. 2008 NEC 406.11 Tamper -resistant receptacles in are required in dwelling units in all areas as specified in 2008 NEC 210.52, all 125-volt, 15- and —I i 20-ampere receptacles. \ M1 I rO — — — — — — — — — — — — — — — — — — — — — — — — — — — — _� I /I , � I I I I 1 I I 2ND WALL ABV, % •]I�+� / -------------------------------- VP CID /To Flood Lights I � I \ ' o ' 1 W I \ I 1 ' OTE---t---- ---- VERIFY LO(;ATION OF F,O, ---- �`-- O - VTR I ANY FLOOD? OUTLETS ® %\ - ;1 I 1 I I W/ OWNER, . • , / _L__ I I —i, • I , 1 I 1 C , I I • ' , zTk 1 REF W/ -------------- i - - - - - - CO T, ICEhi I L------�----------------- - / VTR L 1 e I 1 --MH W/ " RECIR j PUMP 47 ql }U M TIMER Q I ❑ J Q LLI Q)- C OL- II L------ '------- / II 3°aL\II \♦ I/ III a L VTRJi ' r CD / z , ffl , a C ' ---1----------------------- Nz -----------------------Opener I I I I � ' � I ' I I I i I I I ' 1 I I I I � I + I � I � I � I � To Sw1l'Ch m Entry I I / /r ELEVATOR r � / I 1 AFCI \ _ 1 \ 0 CO DET\ 1 1 _ I I -------------------- UP L4 MAI VTR 1 1 c I , ` U°`` / 1 \\° I . I ----------------- 1 � I I W------ 1------- ATPAM _ -- ---- - sal Ilk YLCI)j UNITS WR. -0 - --- 77 i _ ----------- III ----------- I -------;----------- w \ II 3 Fo Light Above I' III 1 III I / ' rl' I / I •.IL__ --------- �• I ' ------------- r r 0'4" FIN. FL, 8 N,A,V.D, / r I 1 1 I / 5 sH &AFCI / CO DET, / / V` wQ/ I J FOUNTAIN 0 GOURT*rARD 4EXIST WIN N,P W E W B OW. 0' ' FIN, FL N.A.V I I I ----- ------ ----- ----- I I I I D iN I , I I I i I I WA� U miles ® /\I IA 9 9 r - - - - - - - - - - - - - - - - - - - - - �- a'�airl _pull do l ' delIIIl _ I I I I I I I I I I I Q I U U A' I I I I I I Ll ' z ' O , I I U I Q� i ' #o Flood Lights / o Gara e Lihts D Jg D D 114 0 9 0 / To Landscape Ckt,_13Ta -- ------ ----- -------- I I I I I I I I I I I I i I i ---- -----------/------ DATE : 01/01/14 DRAWN BY: ps me CHECKED : Mc REVISIONS : I &/15/14 P£R S.D. ' r I I I I 2" 1 V TR FAMILY ROOM I I I 12'0" CL'G. AT, I I I 2" I V TR I I I I 1 I I I I I 2" SHWR, 2" LAY ' I I 1 I 12" LAV 2" ,VTR 1 i 31 I 1 — I 4" J I r—I-------_J , I ___1___ 1 3 W.C, I rl_ ri I 2" TUB 1 2" LAV 3" 1 I I I I LJ I I I I 2" SINK W/ � 3" W.G. I I 1 I DISP. E DW U U_ I I I I (AUTO VENT) Q 2" VTR; I JI I lu �I O i 3 Lu I I tU I I I :J ILU I AI I LL1 I I I LLI I �I I 411 I I I I 411 2" LAV I I I I 1 4" I I I I rlttt� r- 1 - - - - T- - - - - - - - - I- - - _ -T _ _ _ _ _ _ _ _ -r _ _ _ _1_ J I I I 2" VTR I 3" W.G. _ I 2":VTR I r_j____L.___---- I I 0 1 1 L J I I 2" SHWR. 411 i 1 4 3 I I I I I i I I I I 2" J.M. i (4) 25 SH I I I I I 2 L.T. 1ST FL, PORCH BELOW — — — — — — — — — — — — — — — —— r, --- --- --- — — — — —— I ( I - r,--— — — — — —— --r —r T— —T — — — — _J/ "a — — — — L — — — — — 1 — — — — — — — — -I' — — — — — — — — — I 31 4" TO SANITARY RISER 4" G.O. I I ->� , �\ �• I \ ' I I I I COVERED PORCH ' RLU�1/�I I511�I G RISER DIAGRAM I I 12'O" GL'G. HT. (STUCCO) �_ REF .\ /\ COURTYARD IBELoW VENT TO REAR OF STRUCTURE CONTRACTOR TO VERIFY ALL PIPE SIZES -PER CODE I I I�e1 II r--r----1---r-----r plr — ` — — — J — $ — L- — — — — — L w1 I 15T FL. WALL BELOW 1 LLI I -- - - — - -— - I LJ 1 I I 1 I I I 1 M. BATH 1 I 12'0" CL'G, HT. / 1 r-------- I r-------J I I AFCI I I � I I I I W.I.C. � � ` 1 1 � \ � ` &AFCI � - CO DET, 12'0" CL'Cz. AT, I I v 1 '-------- -----`--- , I I I r - I I IL; 1 I r I 1 I I Y� I I \ 2 CAR rzARAr5E i 10'0" CL'G. HT. I r I To Cove Lighting— - , I i \ / I To Step Lightmg•__ _ 1 _\_; I I I I I I I I I I I I I I I I I I I I T I I I I I I I I I I I I I I I I I I I I I I I I oI I W I I ENTRY _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ J I Cal I 12' O " CL'G. AT, L_ _ _ _ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ _ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ J IST FL. WA'I. B=_OW VI I �I I al I LL I I I �I I-% L — _ _ _ _ _ _ _ _ _ _ _ - I I 1 IST FL. WALL BELOW L _ _ _ _ _ _ _ _ -L t I 4 A_%l •'AN/ Ir I — — — — —- I I I I I I I I I I I '---1---TJ I IST FL. WALL BELOW ELECTRICAL SYMBOL 2' Under Cabinet Lights - —� GAT5 Outlet Can Light - Can Light VP P Disconnect rEl Fan Light Light VLOJ Y.L.O.J. Sconce - J-box Step Light e Telephone Outlet Q cable tv outlet fluorescent closet outlet outlet gfi outlet split smoke afci cc det AFCI CO DET. smoke detector AFCI ®AFCI Switch switch 3 way switch dimmer ¢� wall light interior Q .00 linen r� I I r —-z m—i /AHU III \ ! w id I I I I I I �Cy I I I I I I 1 I I 1 I I 1 I I I I I r I Ir ., s airll I I pull down II I I ,30" widel I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I rr� I I w 11 3 CAR GARAGE 1 1 lCl 10'0" CL'G. HT. p1 MI I I ILL I+- 31 I I I I µ1 I I I NI I I I I I LJ I I I I I I I I I I I I I I r1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ri I I I I I L———————— I---r—r--T--I---r—— — — — — —- I L_ _ _ _ _ _ _^ I r _1L _ _ 1`�►-r' II _ _ _ _ _ _ _ J L � z pp z� m z O� uNt s Q Q3 0n p� z� i Y z� m c 0 �z o 0 4-q Q w m Ur 4 m_s �i-6 L 3 C] it �a of o j N DATE : 01/0-t/14 DRAWN BY: ps me CHECKED Mc REVISIONS 1 8/15/14 PER 13.D, 2.9 DD FL ( ELECTRHC�L 'L114 "= 19A"