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Q Z) (n DRAINAGE FLORIDA BUILDING CODE 5th EDITION (2014), RESIDENTIAL DEX OF DRAWINGS m O W NF�PA 70 - 2011 NATIONAL ELECTRIC CODE CD FLARE TYPE "C" U CV TO 24' W OCCUPANCY: GROUP R (RESIDENTIAL) CS COVER SHEET W/ SITE P CONSTRUCTION TYPE: V-B J 1 SLAB P ATS.ANT i C 5E ACH D R I\/r= 2 FIRSTFLOOR PLAN _ 3 SECOND FLOOR PLAN 4 INTERIOR DETAILS LOT COVERAGE: �' ` :vO OT 4 8163 SQ FT 5 WALL SECTIONS SQUARE FTABULATION �, 5 FLAN ` _- illiamaz?i` MAIN HOUSE 2312 6 WALL SECTIONS .: - PAVILION — 83 SCALE: �� — 10'-0FIRST FLOOR (LIVING) 2373SECTIONS7 WALL r GARAGE — 551 SECOND FLOOR (LIVING) 888 � TOTAL STRUCTURE COVERAGE - 3,254 SQ FT OTS PROJECT NO. 8 WALL SECTIONS K1527/15-1112 DRIVE / WALK 411 50 FT ATLANTIC 5EACH COUNTRY CLU5 TOTAL LIVING 3261 A/C PADS 114 SO FT REVIEWED FOR CODE COMPtIANC� ISSUE DATE TERRACE 662 50 FTUVA FL ENTRY 83 9 WALL SECTIONSCITY OF ATLANTIC BEACH 4/13/2016 D � Co, 24FLASHING SEE PERMITS FOR ADDITIONAL REVISIONS : 1G�19 ATLANTIC: SEACH DRIVE, PAVILION 8 1 0 DETAILS 71 EQUIREMENTS AND CONDITIONS TOTAL IMPERVIOUS 4,501 SQ FT JACKSONVILLE, L 32233 COVERED BALCONY 125 vIEWED BY: ` 5— l 11 EXTERIOR ELEVATIONS DA IMPERVIOUS COVERAGE �1.4io GARAGE 551 JBWN BY: RE" I&9505-10"15 TOTAL COVERED 4268 12 EXTERIOR ELEVATIONS CHECKED BY: 13 BUILDING SECTIONS & ROOF PLAN 14 FIRST FLOOR ELECTRICAL PLAN 15SECOND FLOUR ELECTRICAL PLAN WMAI-oll r 121-011 181-011 201-011 loo 01 21-011 21-011 81-011 61-011 121-011 CONIC 5LOCK SCREEN - 01 0 U-) WALL LOCATION TO 5E -12 HIGH, 8" CONC 0 mc4-j CN VERIFIED ON SITE q MOCK SCREEN E WALL ON CONC FTG Ocu 0 W/ RODS CONT PER 1 i -0 N 4-J c ENGVS DETAILS 0 t LL a) TURNED 1'*"-4" CONC I EDGE SLAB cu cu a) Li Qm m co c: -1 a) q C4 F 4 > C4 RECESS SLA5 co 411 AT S140WER co -�e L C.) F cu C14 DEEPEN cz --.) F EDGE EDGE( 0" CONIC 5LOCK Lo FOUNDATION WALL r-' �u- ON CONC FTG W/ c) w- m LU 0 RODS CONT PER c1q CN f-6 2 44 ENG'S DETAILS Lu a) 11-T (TYPICAL) C C) 301-211 211-211 co m 10 U) X u- c�- cu to I I I LL ao I tu E 0 ti w PROVIDE FTG FOR o U) 0-) ED 0" CONC BLOCK (1) 0') STEPS TO GRADE FOUNDATION WALL 4" CONC SLAB W/ z =3 0) AS NEEDED ON CONC FTG W/ &X& 10/10 W.W.M. C TERRACE PERIMETER RODS CONT PER C . ON & MIL VISQUENE > TO 5E VERIFIED ON SITE ENG'S DETAILS OVER CLEAN, WELL 4-J < (TYPICAL) COMPACTED, TERMITE C) TREATED FILL co L 68" SILL co Ljj -j C31-411 01 IF 51-411 14 -0111 oe 10 10 0- 00 SLOPE FOR U) co co 11-411 co 8" CONC BLOCK DRAINAGE cc Lo FOUNDATION WALL c� ON CONC FTG W/ 1 411 CONC r- SEE ULj RODS CONT PER SUPPLEMENTAL 41, CONC. C*4 z (P SLAB -� I I SLAB a ENG'S DETAILS DRAINAGE %D I -%I%+ — (TYPICAL) PLAN RECESS SLA5 (n I a- �� w co 4" AT SHOWER __j 1 9 DEEPEN m EDGE (TYP) I % co -4 -j 0 u- o0u) - < F- ft-om PROVIDE FTG FOR W 0- FLOOR PLUG I PRAINAW UJ STEPS TO GRADE (VERIFY LOCATION 11 Lu CD WITH 5UILDER) 14 AS NEEDED z -4 (P —1 SLOPE FOR -1 A I cn FOOL DRAINAGE d) 0 \9 9 C4 - — -—-— -— - — -— -— - 0 w 0 co I —F 1 06 a: - (15Y OTHERS) SEE 1 %0 'al I 1 0 SUPPLEMENTAL 141-oll 121-all 0-1 DRAINAGE I X, (D cn z PLAN I r-411 u- 0) 0) r4 L _j I-all 1-011 I-oll 4 4 (01-411 281-411 221-411 01 UJI () L) < 8" CONC 5LCCK PROVIDE FTG FOR FOUNDATION WALL ��tt�� STEPS TO GRADE ON CONIC FTG W1 Z uj AS NEEDED 4" CONIC z C4 RODS CONT PER co SLAB —\ I — 4" CONIC SLAB W/ -4-1 \9 ENG'S DETAILS rox(p 10/10 W.W.M. > (TYPICAL) ON ro MIL VISIQUENE OVER CLEAN, WELL U) — V COMPACTED, TERMITE Lu 0 F TREATED FILL F-4- --1 QCc Z rr LL EL: S.34 C4 C14 —J C14 Z C> 221-411 U) co 0 4" CONIC Lu SLA5 —\ () CO SLOPE FOR LIJ S0 O DRAINAGE co T. 5" CONIC 5LOCK 20 1 11 / 11-011 FOUNDATION WALL SLOPE FOR -1 ON CONC FTG W/ ELECTRIC TO �— Q DRAINAGE (P Ei DPERKITCHEN ISLAND8" CONC 5LOCK G'S DETAILS FOUNDATION WALL (TYPICAL) j j 1 1 —� ON CONC FTG W/ RODS CONT PER AAQ ENG'S DETAILS 0?�ZTT�' - (P ... (TYPICAL) 1 CNI INN L j F F TURNED 41-- L EDGE cq � 4" CONC (n I - Una BLAS F --I 'Tf L 2FF 401, HIGH, ON CON( &L4 2 BLOCK SCREEN Suvv ej 5 WALL ON CONIC FTG PROJECT NO. F W/ RODS CONT PER 2 ENG'S DETAILS K1527/15-1112 PLANS ARE DRAWN IN 0 1 U DATE: t1�5, v- �V?t 14 1 L/I 6 ye, te-fiopl. ACCORDANCE WITH "n 4/13/2016 +0 REVISIONS: FLORIDA 5UILDING CODE X2 5th EDITION (2014), rnRESIDENTIAL 1 0 DRAWN BY: 01 IC31-411 01 0 JBF 01 01 Wo CHECKED BY: 1 /I -< 11 4 20 1 SEE ATTACHED ENGINEER'S DRAWINGS 4 DETAILS FOR FTG S�� AND SIZES AND LOCATIONS SCALE: 1/4" V-011 6 1 od 5 -Y- - IL 2x P.T. INTERIOR /01 BLOCK WALL 1 12'-0" 3'-4" 18'-0" 20'-0" 19'-4" - FURRING CONIC CON '-0 0'-0 1 -8i" 1'-111 '-0 2'-0 3'-8 6'-8" 1/2" G.W.B. 2 - EXTERIOR STUCCO FINISH Cn o CONIC BLOCK SCREEN I I I 4-J N WALL LOCATION TO 5E N VERIFIED ON SITE 2x P.T. i O 2 I I I I I 1 WINDOW 5UCK4-1 V 12"h CONICBLOCK 13 S I I .0 tANKLESS WINDOW PER V- a) SCREEN WALL W/ O O WATER I MANUFACTURER, O STUCCO FINISH I A/C HEATER 02cu L cu "2 1 rA a0 j cA - O � � a? 0 I - Ty c cv C14 CEIL I TUB °ICE I - 6x6 POST (OR 4 2x6'S) ---- - - - WALL DETAIL, At BAY CORNER 1 _ 2'-�" - U O _ ca (0 C4 FRAMING (TYP) 16'-8" I 10'-0" I 3' 8" 3�., �Q 9'-7" ( 14'-10" ,'' ` SCALE: 3/411 = 1's/rll 4' D F 1 ; r o rp CEIL AT ; _, cM 't N N - - - - - - - - - - - O WA K SHowER = OLEIN ' = 2 I 1 —� N I 8'_m„ I e ERs " I (2) STUDS � � � �p O YV N S IN I CEIL—�-I E cn BATH oI 2680 _ l9'-51/2" CEIL) CO X (SI-91/2 ( (51-5100'211 - _ `~ AY I SUITE cA I CEIL) _ CEIL) I cA cA .;j Ii 00 - - - - - - - 1 I 1 - x I - - - - - - - � -' -' - (8'-I" C9'-51i " CEIL) - `" "� �t O L o O 2 .� I CEIL) I I 8 N U) m I I I �° x 0 a) 0) o, � - - - - - 20'-0" 1 5'-0" N 5'-0" 3'-8" 3'-6"- 3'-8" 5'-0" 14'-10" �- � Q N 4 9 -51/2" 8'-1" CEIL C `� = r M CEIL— 2' '� 5' 00/Z I— N ce) n O — - 2xb W uj ALL - - SHLVS _� SHELVES ISOKERN 46 SI,IILT-IN 0 CSU S 0 Q ---- - -' ENG BEAM PROVIDE STEPS TO I — — _ — GAS —_ — — — — � C �--- - - - - � FIREPLACE � � 2880 BAT1-1 � BOXED TO °; GRADE AS NEEDED 1'-81" 11-1111 „ - - - - - - - - - - - - - I I cn c., Z 8 -8 ,1_- (9-51/ MATCH 12x12 (RISERS NOT TO �� PKT In EXCEED 1�%" EACH) 1 ( � -0 � - _,� —-= CEIL) I I 1'-4" COLUMN (TYP) w W N 3'-4" 18'-0" 6'-6" `Q 5'-11" I I 5'-I" 3'-8" 5'-10" 3'-0" 1.)2") 0 z N _ F_ = `� 3 I NT TERRACE ,n � 3 3 ENTRY - w (UNCOVERED) --—fi-- —-- -- I I - - (9'-512" R HT) _ ° N 13 = I II I I 0 U M I 5 _ 2x6 WALL >=Q a �-- � - - - - - - - - - - - - - - - - - - 12x24 COLUMN W/ SMOOTH 0 _ - - - - - - - - - - - - - - - - - - - - ' - - - - n 8'-+0" CEILING STUCCO ' U) LINE OF I N AT SHOWER �' m ~ Q 5ALCONY (f� Z d 2�'-0" A50VE 11'-0" 19'-5.. 13'-3" 411 3'-0" 12"1 12'-8" w Lu LU LIVING = I I _ _� I I GRADE AS NEEDED 0 �U POOL - I 2 I „ A I I FOYER - ( I (RISERS NOT TO _ O C9-5i CEIL) _ ' w O I � EXCEED 11/2" EACH) Q °6 � p (BY OTHERS) DECORATIVEI = 6x10 DECORATIVE I I 0 (V-51/2" CEIL) - I I CYPRESS I CYPRESS SEAM 11 O 0 I I 12x12 COLUMN W/ SMOOTH U J BRACKET 1 5" N (TYPICAL) 4" I STUCCO FINISH (TYP) W F11 I I - - - - - - - - - - - - - - - - - - - - - - - - - - Q FINISH - �, 1 I UNDER 9 13 STAIRS W/ N 4'-4" dl I 1/2" G.W.B. a 00 - �- - 2 19'-5" 4'-4" 22'-�" PROVIDE STEPS TO 16 0 111-411 O W GRADE AS NEEDED (RISERS NOT TO „ �� 3'-21u 5 _51 11 5�_51�� 3._21.. _ _ _ �1 1 '� 8 -0 2 2 -0 2 2 2 2 I 2 D IN INCA N - Q0 EXCEED �2 EACH) 12 2 0 2 M = 5" (9'-51/2" CEIL) % '� O -1 W W I 3 I '! 1 I = � � L z UP 3 _ J > C14iLdl iv � 3 H ATTIC � V _ ----_—__ — O O X --- -_�= ACCESS GAR,4C�E = N O W � v A LOUVERED PANEL I \\ 12 -1/2 = // = l8-I�2 1E HT) _ _ 1 GAB UN ER STA( (TYPICAL) \ ie HT ,4 / I I e ,4 a SEE SHEET 4 OF 15 �C cn 36"h EASE _ = N = I I -� Q LL \ Nt , 5„ CA5 W/ SINK --8'-11,2.. I M 0 L—� � FOR INTERIOR (DETAILS � J \ } �� t WALL CAB� CEIL—�-I � � � � c� � � �� '� Z C> ENCS BEAM \ / O OVER 18'-10" 4 -8" 9 -0" 4 -il ' �p 8 6 -1 2 10 221-411W 5OXED TO IPAVILION T 24"d G TER 9'x3'-8" AveD MATCH 12"x12" I / V-""Man 42" ISLAND P"w - - - - - polw H (3) RISERS d O r COLUMN (TYP) 1 (VOLUME CEIL) \ / 8/12 INT 2xb - - - - - - - - - - - -I - * i61ska" EA Lu _ = I VAULT \ / = PITCH �g �, 8'-i " CEIL e'_I�z11 �L 5UILT-IN SEAT Q0 0 3 - -0r., \X/ 8 I P = WIC _ �-- PER Sul DER (2) ,RUNS O `1 SQ. � � 9 �� 8/12 INT / \ 0 �� - 0 I N 8 , CLR � r � r- -� � 10 EA cA " 12" GONG I PITCH / \ ATH I = N {+� I 1TRSH1 O O I I Tc N PANTRY 0 FIRST FLOOR LIVID 2313 12 x - SLOCK COLUMN ( / \ - '`� 1 I REF ( BIN I I D/W I (8'_11/2111 - -� SECOND FLOOR LIVING 882 t-121-11/211 / \ l8'-lli2r ( _' I (8-11/2 -J J W/ STUCCO {E HT / CEIL) CEIL) , CEIL) R ^� HVAC TOTAL LIVING 3255 I ENTRY 83 FINISH (TYP) I / \ '-3" 5'-�" I D I 2'-1" 4'-2" u( W 6'-0" w I 6'-4" 6' 2" 'n 1 25'-2" PAVILION 10 tmI I m )I FRZR = = = 1 = _ - 1 �� Q _ COVERED BALCONY 125 C14 / J Z= \ -J 61 '13' GAS - 'I- ` '� .yt0 I 1 GARAGE 551 0,_ Qb / lZ'-11/2 n H 12'-11is \ _' O I ,n W/ VENT '�I c0 ' - 0 ' TOTAL COVERED 4262 61 / 1E HT } p iL IE HT I r �' -- -- �' n N DRYER VENC ,M IICRb, o o I - K IG ----i- -- I -- -- - \-TANKLESS C01 :- 1 0 o-.9ffif } _J o oWATER1 �, PLANS ARE DRAWN IN A/C HEATER "I \ ACCORDANCE WITH FLORIDA BUILDING CODE � 4`-��til►iam :,�� 1 GAS FIRE-PIT W/ 1 EQUIP 5th EDITION (2014), GRILL COVER ' O O �, 40"h CIONC BLOCK 2 1 I I I 2 RESIDENTIAL 1 1 SCREEN WALL W/ -1 -1 rj 0 STUCCO FINISH C� PROJECT NO. 2 I I I I I I '17 K1527/15-1112 •"� ISSUE DATE: 13 NOTES: 4/13/2016 I 1 I I I I I I I - WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT REVISIONS: 2 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE) ACTUAL SIZE, SPACING AND GRADE OF LUMBER S TO BE USED SHALL 5E DETERMINED 5Y 5UILDER I I I I I I I I PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES DRAWN BY: 12" 2'-0" 2 8'-0" 2" 2'-0" 2" 3'_8" 1'-8" 3'-4" 5'-0" 3'-8" " -1'-6" 3'-8" 8'_2" 10'-8" 5'-8" 5'-8" 8'-8" JBF 2 - ATTIC ACCESS TO 5E 22"x30" MINIMUM CHECKED BY: 20'-0" 30'-8" (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS) 84'_0" 3 - GARAGE-TO-HOUSE INTERIOR DOOR t0 HAVE SELF CLOSER AND 5E ONE OF THE FOLLOWING: - SOLID WOOD DOOR W/ 1 3/8" MINIMUM THICKNESS - OR, SOLID OR HONEYCOM5-CORE STEEL DOOR OOR PLAN W/ 13/8" MINIMUM THICKNESS - OR, 20-MINUTE FIRE-RATED SCALE: 1/411 = 1'-011 4 - ALL SHOWER GLASS (FIXED GLASS,PARTITIONS t DOORS) ARE TO 5E TEMPERED GLASS (SEE BUILDER FOR PRODUCT SPECS) o f.� 5 t 331-411 281-411 221-411 oe O Lo 4--J N CN _ to E toO 2 4-j .,= vi u- a) cu cu V U Q N C 1 m C 1 LINE OF FIRST 1 N O I FLOOR BELOW—/ I ---- --- -- ----------J (TYPICAL) -- -- --- ---- - ---- ----- -- > c WINDOW/DOOR SCHEDULE a CCS N r e I SIZE / TYPE HEAD HEIGHT NOTESO I 1 co _ qql TEMPERED N FU WALL I O 1834 DOUBLE HUNG HEAD +� V-0" AFF (WET LOCATION) � p I I0) 1 AS NEEDEBD 1 1 O l3) 2048 DOUBLE HUNG HEADS *� 8'-0" AFF 5ETWEEN INC i E l I 2,-c6 WALL 2xb WALL = I C 3050 DOUBLE HUNG HEAD 's 8'-0" AFF EGRESS (0 I HVAC I O I = r ------ n (L) 0*) I `� I I D (2) 2034 DOUBLE HUNG HEADS • 6'-8" AFF 31i2" FRAMING BETWEEN z I O TEMPERED (WET LOC) N d- 15ATH 02 I 0 O - - - - - - ( TEMPERED "~ Q d- 1 - - - - I - ATTIC I O 1424 FIXED , HEAD , 6'-8" AFF = O r O CEIL) x I r ACCESS - I (WET LOCATION) *.-# O N r 1 = 1 I II 1424 FIXED HEADS 6'-8" AFF I� n n nn O I -1 3 19 3 -10 61-4 ,[� I w co ----- - �s x -' s� 0 I -' ( O 2648 DOUBLE HUNG HEAD a 'i'-0" AFF CN LACE 1 1 = I v, M 5040 FIXED OVER m 3 I 0 J HEADS 1'-0" AFF � u? = GAS FI7ENT - �„� C / 1 1 (2) 2420 AWNING L1J w r ROcjt I 1 Z N n I 1 O 2034 DOUBLE HUNG HEAD * '1'-0" AFF 0 F— a o O 1 2028 FIXED HEAD a V-51iz" AFF I _ O — cn w co e 3 L_c _ 3 tL —— ————— —— L) ° N s„ n 1 ``� I 13 (O O 2040 DOUBLE HUNG HEAD • 1'-0" AFF J co J `" � 2xb 1 0 Q u_ n � SUI T ' I O 1424 FIXED HEAD 0 1'-0" AFF Y CYPRESS CN I l9'-1" CEIL) �tJ� I ( TEMPERED (� W a 0 UJ GUARDRAIL = O 1834 DOUBLE HUNG HEAP 0 AFF (WET LOCATION) 11J cA -� (TYPICAL) (vOLUME CEIL) - I - _ _ � 1„I I °0 p Q ° z O _ 0 0 � e L OST � 1 1 � > N � O Lu o (P (9'-1" CEIL) (PI � I w ds 0 42"In M - I - ( O 1420 FIXED HEAD * 1'-0" AFF w GUARD O I 0 6x6 CYPRESS VAULT RD ( v J TEMPERED POST CTYP) WALL I Z cn 7_ 13'-8" 14'-S" I S 1420 FIXED HEAD a 1'-0" AFF p w 4/12 INT ( I (WET LOCATION) � - - _ PITCH GUARD L -- -- -- - -- -- ---------- -, 0) - WALL _ S X —` fP- HT 1p _ I O (2)2880 ENTRY j (2) UL Q _ I 2 88 l2) 20 FRENCH W 3 z � O 2068 O _ � I U - U Q - — ——, —— n O I O 2868 EXTERIOR f _' 6 1/4 _ n N — — I z w V ;t O m e I Wm z �6 4 8'x8' OVERHEAD — s 2 = I 0 _ It c%4 L 3 13'-8" 4'—rJ'" O (2) 2810 FRENCH V) U J 0,11 UJ F v I -�----- `� -------- ------ x ATI'-�I I Z >_ SUI 03 F- CE i�) 2xb WALL I � <( �, LL 'Lai �- (9'-I" CEIL) I J z Q :D O m � O I I W I Ij 2x 2xb WALL zxb I Q (o N I I I L1J cy) I 1 R R S I = 0 I I J 6'-0" 6'-0" 4'-2" LINE o>= FIRST I 1 I = - FLOOR BELOW (TYPICAL) 01-011 —I 0 0 -0 s -4Of I o- ----LINE OF FIRST I — ` I FLOORSELOW L ---- ---- --------- ---, r- ------- -- ---------- ------- ------ -- --� 1 (TYPICAL) L I I PLANS ARE DRAWN IN ~' L — ---------- -- - -------- ----� ACCORDANCE WIT(-I `� FLORIDA 5UILDING CODS `��Ilra 5th EDITION (2014), 13 RESIDENTIAL -o PROJECT NO. 2 K1527/15-1112 SISSUE DATE : NOTES: 4/13/2016 33'-4" AK 28'-4" 22'-4" 1 - WALLS ARE DRAWN At 4" NOMINAL t0 REPRESENT REVISIONS: 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE) ACTUAL SIZE, SPACING AND GRADE OF LUMBER TO 8E USED SHALL 5E DETERMINED BY BUILDER PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES DRAWN BY: JBF SECROND- f=LC �� 2 - ATTIC ACCESS TO SE 22"x30" MINIMUM CHECKED BY: (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS) 3 - GARAGE-TO-HOUSE INTERIOR DOOR TO HAVE SELF CLOSER AND 5E ONE OF THE FOLLOWING: - SOLID WOOD DOOR W/ 1 3/8" MINIMLM THICKNESS - OR, SOLID OR HONEYCOMB-GORE STEEL DOOR W/ 1 3/8" MINIMUM THICKNESS - OR, 20-MINUTE F11 -RATED W/ SELF CLOSER 4 - ALL SHOWER GLASS (FIXED GLASS,PARTITIONS 3 t DOORS) ARE TO 5E TEMPERED GLASS (SEE GUILDER FOR PRODUCT SPECS) ofl 5 i cn O 4 V N E �� I �� 5'-G it ,1_011 51_811 " 5'-0" �'-6" 5'-0" 3'-0" - co 2'-8" 5 -8 2 -0 5 -8 � o _r 6x10 DECORATIVE 6x10 DECORATIVE LINEN LINEN ^"�' cn U SHELVES SHELVES � 4'-3" 3'-I1" � o j CYPRESS SEAM CYPRESS BEAM S FZ a) JOINTE(TYPICAL) (TYPICAL) PER BUDI DER LS 1 1 /� \ ♦.' -� U 1 — 1 w= Q m 1 • (D wd) 1 > w _ ul � TREAD c: OPEN OPEN = ';� 'A �i �\ /, �\ _ _-, _1 a�� N `U w Z �� NO / 0 c4 !C I cu BUILT-INS ISOKERN 46 v ��\ �� r T1 (P 10 O �- GAS i �/ \\� i�/ RUN , N N PER BLDR FIREPLACE `� ,� \\ ��' UP —— .a) o F7F i r-7—i `� ,� DOWN TYP RISE/RUN/TREAD (� m BUILT-INS 5UILT-INS MIRROR FAUX PANEL ' ' cu X PER BUILDER PER BUILDER C DOOR PER d Q t2�s" EILL FAUX PANEL LINEN BUILDER (TYP) L O DOOR PER SHELVES 1 O 0) (IS) RISERS f1 i� EACH (n BUILDER RUNS a 10" EACH � d? 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I I III I- DRAWN BY: - 1==1 _ I JBF e ° ° i III--- CHECKED BY: = =1 I—I I I IEH A—Iii 111 =1 11— I I I III III-1 I I —I I I- -I I I ) I I III—III—I I ►- I I I III NOTE: ENTRY SST I ON 3 OWNERS S 5AY ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING SCALE: 3/411 = 1 _SII SCALE: 3/411 = 1 I_011 REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. od 5 1 ENG ROOF TRUSSES ENG ROOF TRUSSES PER MANUFACTURER PER MANUFACTURER NOTE: GALVALUME METAL GALVALUME METAL ALTHOUGH EVERY EFFORT HAS BEEN TAKEN I? ROOF SYSTEM 12 ROOF SYSTEM TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS 1m lilts S� PEEL i STICK CODE CHANGES MAY REQUIRE ADDITIONAL S PEEL STICK DRAWINGS, ENGINEERING SERVICES, AND ROOF SHEATHING ROOF SHEATHING OR CHANGES TO THESE DRAWINGS TO MEET CIS LO CODE COMPLIANCE. POSSESSION OF THESE N HURRICANE ANCHOR PLANS ACKNOWLEDGES THAT THE PURCHASER N HURRICANE ANCHOR SPRAY FOAM �``� AT EACH MEMBER HAS SEEN INFORMED OF THIS INFORMATION M SPRAY FOAM � AT EACH MEMBERINSULATION �� .''. �``�•. PER ENG'S DETAILS AND ASSUMES THE RESPONSIBILITY TO 0 U INSULATION �Z.,':: PER END'S DETAILS <\�:\ •: :.� ` I l • � 2x6 RAFTER TAIL PROVIDE ALL ADDITIONAL REQUIREMENTS •� vj S" HEEL IN TRUSS : `'. 2x6 RAFTER TAIL OF LOCAL BUILDING OFFICIALS TO MEET O U 8 HEEL IN TRUSS \''• (TRUSS MANUFACTURER SCABBED TO TRUSS FL N RUSi (TRUSS MANUFACTURER SCABBED TO TS COMPLIANCE _ _ TO VERIFY) . . � }, TO VERIFY) _ 1. - �: V co 1u, CIDW Qm C GALV SAVE DRIP F GALV SAVE DRIP IN ROOF GEMENT IN ROOF CEMENT 1/211 G.W.S. WITH PEEL t STICK 1/2" G.W.B. WITH PEEL t STICK NOT : C LAPPED OVER (2) 2x6 TOP 1112LAPPED OVER ALL STRUCTURAL COMPONENTS SHOWN � (2) 2x6 TOP 1E MAY VARY DUE TO ENGINEERING 5/4"x23/4" P.T.FURRING 5/4"x23/4" P.T.FURRING REQUIREMENTS. SEE ATTACHED cu O 4 ENGINEERING SPECS FOR ACTUAL (� N Ix6 T tG DECKING 1x6 T tG DECKING COMPONENTS TO 5E USED. L 2x BIRD STOP /FRIEZE co 2x BIRD STOP / FRIEZE � 1'-8" I'-8" OVER-HANG N CV I'-S" OVER-HANG � � O SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH O HOUSE-WRAP HOUSE-WRAPE LL WALL SHEATHING WALL SHEATHING 0 I STUCCO STOP W/ O D M STUCCO STOP W/ � (D HOUSE-WRAP LAPPED OVER HOUSE-WRAP LAPPED OVER z =30? �= C r GALV COUNTER FLASHING GALV COUNTER FLASHING OVER PEEL 4 STICK (LAP OVER PEEL t STICK (LAP '�—� QNB•' PEEL i STICK UP WALL) PEEL ; STICK UP WALL) _c__ O i � O GALV FLASHING OVER GALV FLASHING OVER PEEL < STICK PEEL 4 STICK Cflco ~ _. 2 u 2x6 ROOF JOISTS I/2 G.W.S. — 1/2" G.W.B. PER ENG'S DETAILS �.... . . .. 2x6 STUDS (SPACING 2x6 STUDS (SPACING GALVALUME METAL PER BUILDING CODE) �� ' ROOF SYSTEM PER BUILDING CODE) rn �:• R-19 INSULATION ~ N -19 INSULATION co R L \: 1x6 DECKING SPACERS AS NEEDED �'�: UJ 2x6 BOTTOM M2x6 BOTTOM fE �\': 12 z 12 PEEL t STICK BASE TRIM SPRA TFOAM ~ t7 �t SASE TRIM Q INSULATION 0 rn PER BUILDER SPRAY FOAM �`'' ROOF SHEATHING PER BUILDER Q N ` w CO INSULATIONENG ROOF: 3/4" T4G FLOORING V�� _ HURRICANE ANCHOR 3/4" TtCs FLOORING BUSS PER �: ti WALL FRAMING AT EACH MEMBER MANUFACTURERco II `''. 20" ENG FLOOR TRUSS `\``� .; CV 20 ENG FLOOR TRUSS 1 11 '�=''_ PER ENG'S DETAILS \ �' J J PER MANUFACTURER SET IN FOR WALL SHEATHING ;:•• PER MANUFACTURER WALL FRAMING LL- FIN FLR FIN FLR (2) 2x6 TOP '*' SET IN �izll FOR : :'. — �C WALL SHEATHING ��; ' GALVALUME METAL Q ENG ROOF .��. �•• ROOF SYSTEM Z a TRUSS PER 2x6 STUD : GALV EAVE DRIP ` : •.' w �: IN ROOF CEMENT "' MANUFACTURER FRAMED _' '' �� PEEL < STICK W JCC p Z KNEE WAL WITH PEEL tSTICK - \-: p GIRDER _ LAPPED OVER 2x CEILING JOISTS =0 I �.• ROOF SHEATHING > cn TRUSS PER - PER END'S DETAILS �' 5/411x23,411 P.T.FURRING :,: o w O MANUFACTURER �': \ HURRICANE ANCHOR dS o� p AT EACH MEMBER tY 1x6 TTG DECKING \� �� ` PER ENG'S DETAILS �. 2x BIRD STOP /FRIEZE II ��.,.. � —� II ( 1/211 G.W.B. _ = 1/2„ G.W.B. 8 HEEL IN TRUSS :''�:�\ SCABBED RTO TIRUSS w 1/2 G.W.B. .� SMOOTH STUCCO FINISH y (TRUSS MANUFACTURER . 6x10 DECORATIVE WINDOW HEADER = 6x10 DECORATIVE HOUSE-WRAP TO VERIFY) _ J y:�: :.:� � � CYPRESS BEAM FRAMING PER CYPRESS BEAM CD W p rn ENG'S DETAILS WALL SHEATHING :11 r 11-5V11 4 1'-S" OVER-HANG SII GALV EAVE DRIP •n� IN ROOF CEMENT WINDOW UNIT PER 1/2II G.W.B. WITH PEEL 4 STICK MANUFACTURER 2x4 P.T. CONI LAPPED OVER W V I • 2x P.T. WINDOW BUCK FURRING / FIRE-BLOCK 11 5/ 411x23/4" P.T. FURRING n 2x8 P.T. TOP M 1x6 TTG DECKING z W ,- „ � " 4" SILL (BEVELED FOR j1 � w z 31-411 0 RUN-OFF) W/ STUCCO ANCHOR BOLT =All 2x BIRD STOP / FRIEZE COW — 11 FINISH PER ENG'S DETAILS a.lr J > ^^ 11-811 U 2x P.T.FURRING I a - 1'-8" OVER-HANG � u KITCHEN WALL GAB �I V, — _I 11/2" POLYISOCYANURATE INSULATION PANEL He U-BLOCK W/ GOVT II z >_ t-- BETWEEN FURRING . Il 11 RODS OR TIE-BEAM °11° PER ENG'S DETAILS 'ii• Q LL lee 1/2�� G.W.B. =Il II J Y 2x P.T.FURRING d1� e z a ! f- All.° • --�� _ 11/2" POLY I SOCYANURATE e 11 . M Q JI INSULATION PANEL �n 11 cp BETWEEN FURRING II UJ O All l `� n... . 1/2" G.W.B. it uj N I II Iw IIA . .IIe ------------- J o11'd .Il a iiII SMOOTH STUCCO FINISH I1. SMOOTH STUCCO FINISH KITCHEN BASE i i. KITCHEN BASEE. CABS _ n 8 `,,GONG BLOCK WALL I " GABS ° S" GONG BLOCK WALL KITCHEN ISLAND II �� W/"CELLS FILLED SOLID °Il W/ CELLS FILLED SOLID �Q,gQgq,29 -;;� i 4 GONG SLAB W/ JI PER ENG'S DETAILS 4" CONIC SLAB W/ �� PER END'S DETAILS ` �,, '�� i 6x6 10/10 W.W.M. 6x6 10/10 W.W.M.6 11 RODS II ON 6 MIL VISQUENE VERTICAL R D ON MIL VISQUENE II VERTICAL RODS OVER GLEAN, WELL a�• PE , HG'S DETAILS OVER CLEAN, WELL ii n° PER END'S DETAILS COMPACTED, TERMITE n�I COMPACTED, TERMITE TREATED FILL Ir II TREATED FILL If II �' �!�"tl , _• rx LI-T it 4 FIN FLR a(lal ' 4 , FIN FLR /yp d a e d �J ° ° a --1L— — _ --�C.—t --___— —_— _— �— -------___—��--_—_—_ _ ��_�— ___— -- — -- ---- — ___ lI 3 �_ tet_ °' ° •-� v � ~ ° ° � � a d 1 ter• — — --5_-- _ a---.1�—meg--a— _ .-------— � e —°- ad. - dll r��r -^•r��r�--r�. �r_rrr�_.r_��r�r�_�r_�^r r�-r��r��-��_��__� - �rr� �r--+ dii ` — — — — — - - — — _ — — — — — — — — — — � (7 PROJECT NO — — — — — — — — — — — — III —� III —� lr - - - - - - I — — I_ I — II — A — — — — I II I I� I I _ - — — _ _1 _ _ _ _ I — i •II STUGCd SCREED cr -III_ — — =III I I —III— = 1 I I ! III—I I = I1 °�� STUCCO SC�ED o K1527/15-11 '2 1 1 — —III—I III -I I —I I- I _ I II II I I I -' ' ' 1 I ( 1 11 I I1 I I VERTICAL RODS i —III III ISSUE DATE —' —� - — ' —IIIIIIIIIi VERTICAL RODS --i =1 1=1 PER ENG'S DETAILS 1 FINISHED GRADE PER END'S DETAILS ° . 1 FINISHED GRADE 4/13/2016 e II a REVISIONS FIN GRADE -__ ° n' FIN GRADE At I I = I I n.. — I _ I F :11 Flil—lil i I I 11 • .I — - a l III=1 I III=1 I I- DRAWN BY: CONCRETE FOOTING W/ d 11 1 I 1=1 1=1 CONCRETE FOOTING W/ I `' d it. °a III—III III JBF RODS CONT PER —III---I 11= ° ' Il 4 I = I ��— RODS CONT PER =1 1= a ..Il ° . 4 I = CHECKED BY: ENG'S DETAILS • +�f • I ENG'S DETAILS . �f °. _ .`lad°44 ° ' ' —IIIIII1 I I III—III—' III III III ( III 2KITCHENDORMERWALL SECTION KITCHEN WALL SECTION 3/4" V-011- od 5 NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS j CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET O CODE COMPLIANCE. POSSESSION OF THESE 4--JN PLANS ACKNOWLEDGES THAT THE PURCHASER V C HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO W -0 0 PROVIDE ALL ADDITIONAL REQUIREMENTS L tri OF LOCAL BUILDING OFFICIALS TO MEET O 5 COMPLIANCE. LL a) V U U L cu Q mcu -0 NOTE: > N ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING ca REQUIREMENTS. SEE ATTACHED N ENGINEERING SPECS FOR ACTUAL ti COMPONENTS TO BE USED. O co � N N O X E � L 0U- =3 O U) (1) 0') z50� > N = O M F) W ENG ROOF TRUSSES ENG ROOF TRUSSES ENG ROOF TRUSSES PER MANUFACTURER PER MANUFACTURER PER MANUFACTURER N M 2 -8cr- L?GALVALUME METAL GALVALUME METAL W w ROOF SYSTEM ROOF SYSTEM :•. 12 Z N ENG BEAM PEEL t STICK PEEL 4 STICK � �ti o • 8 2x6 ROOF JOISTS — 00), ROOF SHEATHING _ ROOF SHEATHING Q ��:. PER ENG'S DETAILS _ N CO TRUSS L SPRAY FOAM w 8 H IN SS 8" HEEL IN TRUSS INSULATION �' �� `:. GALVALUME METAL N (TRUSS MANUFACTURER (TRUSS MANUFACTURER ROOF SYSTEM V cf) TO VERIFY) TO VERIFY) 8" HEEL IN TRUSS Ix6 DECKING SPACERS Q (TRUSS MANUFACTURER 12 HURRICANE ANCHOR 12 HURRICANE ANCHOR TO VERIFY) _ J AS NEEDED 3 AT EACH MEMBER Q 3 AT EACH MEMBER w 4•.•, �- PER ENG'S DETAILS PER END'S DETAILS °O = PEEL < STICK m Z 2x6 RAFTER TAIL 2x6 RAFTER TAIL ROOF SHEATHING 0 w r SGA t0 TRUSS r-- _ SCABBED t0 TRUSS _Q Q Z BRED _ HURRICANE ANCHOR �'�: Y FOAM ` -�'. 1/2" Cs-W.B- �N \� : AT EACH MEMBER O SPRAY FOAM _ SPRAa' _ ,n _ _ 1 PER ENG'S DETAILS w INSULATION - _ GALV EAVE DRIP INSULATION - _ GALV EAVE DRIP 2x FRAMED - °� °C 0 c4 w l IN ROOF CEMENT _ w l �, IN ROOF CEMENT SOFFIT • WITH PEEL 4 STICK I WITH PEEL t STICK f LAPPED OVER LAPPED OVER 1'-91/z" fE HT Z W 1/2" G.W.B- 5/411x2i/4" P.T.FURRING •IIl° 5/4111143/4" P.T.FURRING 21_811 U- 'S (WALLS 4 CEIL) 1/2" G.W-B. GALV SAVE DRIP < rn Ixb TTG DECKING 1x6 T4G DECKING IN ROOF CEMENT 0)(2) 2x6 P.T. TOP IE 2x4 P.T. CONT �� 1�" G•W-B- 11 a WITH PEEL t STICK Q r' 2x BIRD STOP /FRIEZE FURRING / FIRE-BLOCK tl 2x BIRD STOP /FRIEZE 2x P.T. CONT �I LAPPED OVER R-19 INSULATION 2x8 P.T. TOP IE 1 -8 �� FURRING /FIRE-$LOCK 5/4"x8 TRIM 1'-8" OVER-HANG 2x6 STUDS (SPACING n II 5/4"x2/4" P.T.FURRING ANCHOR BOLT PER BUILDING CODE) 1x8 TRIM n 2x8 P.T. TOP F_ 11 NCS S DETAILS ° II Ixb TTG DECKING PER E °.Ir ANCHOR BOLT ° II w WINDOW HEADER FRAMING HOUSE-WRAPU-BLOCK W/ CONT gj PER ENG'S DETAILS 2x BIRD STOP / FRIEZE PER ENG'S DETAILS RODS OR TIE-SEAM II it I'-8" V WALL SHEATHING 11, U-BLOCK W/ CONT I° I'-8" OVER-HANG M PER ENG'S DETAILS W w W 7 RODS OR TIE-BEAM 11 COL_ FRAMING SET IN t/z" ii :r PER END'S DETAILS °1i° FOR WALL SHEATHING °il° 0 It'' II �- _ — WINDOW UNITS PER I'-8" 1'-8" OVER-HANG do d) = 411° U) — J _ MANUFACTURER = it �N �N ° I I I I _I 11 LL All 2x P.T.FURRING °�I 2x P.T. FURRING °l < II 11 I I F- 11/2" POLYSTYRENE I Id 11/2" POLYSTYRENE 1 INSULATION PANEL II . INSULATION PANEL �b W Q :D U) ANCHOR BOLI BETWEEN FURRING ii° BETWEEN FURRING 11° PER ENG'S DETAILS O I/2" G.W.B. `II w _yam 1x8 TRIM 1/2" G.W.B. �II 11 SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH 2x6 P.T. SOLE iE HOUSE-WRAP llW N BASE TRIM it: BASE TRIM E . II INTERIOR TRIM WALL SHEATHING: PER BUILDER II 8" CONC BLOCK WALL PER BUILDER 11 II 4l 8" CONIC BLOCK WALL = co PER BUILDER : II' :. W/ CELLS FILLED SOLID ,II W/ CELLS FILLED SOLID O FRAMING SET IN 1/2 4" CONIC SLAB W/ °�� PER END'S DETAILS 4" CONIC SLAB W/ �� PER END'S DETAILS J 4" CONIC SLAB W/ 6x6 10/10 W.W.M. 6x6 10/10 W.W.M. FOR WALL SHEATHING II 6x6 10/10 W.W.M. ON 6 MIL VISQUENE II ' VERTICAL RODS ON 6 MIL VISQUENE II VERTICAL RODS ON 6 MIL VISQUENE EXPANSION JOINT OVER CLEAN, WELL iiia PER ENG'S DETAILS OVER CLEAN, WELL iii° PER ENG'S DETAILS OVER CLEAN, WELL COMPACTED, TERMITE 111 COMPACTED, TERMITE t1 _ COMPACTED, TERMITE TREATED FILL 11 �;j� - s •- TILE FINISH PER TREATED FILL u Ir I►la 4 `, TREATED FILL BUILDER I 11 ' I FIN FLR FIN FLR II FIN FLR ° n _ 4 GONG SLAB d _-.—_ — ------P•— L— =—a—a — a---- .°ted--a_1111 — --- --e----4 ------- a---r— I� ' 4 \ Iv _ j n T n T rrr rlr=rnrrrriT=rnRr—rT--Tn--Irr—r�-r=-rn--Irr II :"� __ -� T7Th-11TTT11 12 ENG ROOF TRUSSES S PER MANUFACTURER 2x NAILERS NOTE: Ix6 DECKING SPACERS EN TAKEN AS NEEDED 2x8 ROOF JOISTS ALTHOUGH EVERY EFFORT HAS BE • : : PER ROOF: DETAILS TO PREPARE THESE DRAWINGS TO COMPLY . . . •. . . WITH LOCAL BUILDING CODES, CONTINUOUS � ------------------------ �� CODE CHANGES MAY REQUIRE ADDITIONAL GALVALUME METAL �;.;•.•. •. DRAW(NGS, ENGINEERING SERVICES, AND � ROOF SYSTEM OR CHANGES TO THESE DRAWINGS TO MEET 2'-811 811 ;: . 12 PEEL ! STICK CODE COMPLIANCE. POSSESSION OF THESE V N PLANS ACKNOWLEDGES THAT THE PURCHASER �:: . ' ROOF SHEATHING HAS BEEN INFORMED of THIS INFORMATION I co TRELLISPJJOEISTS I 0O SPRAY FOAM ;: :; AND ASSUMES THE RESPONSIBILITY t0 I +� 16" O.C. W/ I U r INSULATION ` ' PROVIDE ALL ADDITIONAL REQUIREMENTS L=- vi �� '.•:; DECORATIVE -- . HURRICANE ANCHOR OF LOCAL BUILDING OFFICIALS TO MEET �. . 8" HEEL IN TRUSS .; :; AT EACH MEMBER COMPLIANCE. I G E D (TRUSS MANUFACTURER �,`�'' PER END'S DETAILSI 6x8 CYPRESS I V U U TO VERIFY) ` ' �: TRELLIS BEAM W/ I L•• mcu co 114DECORATIVE O -0 2x BIRD I a m STOP /FRIEZE CUT ENDS I O GALV EAVE DRIP I I = 1x6 TiG DECKING 8'-S" IE Ht IN ROOF CEMENT WITH PEEL 4 S ICK 1/2" G.W.B. O I. 2x4 STUD KNEE-WALL LAPPED OVER I I >1 Y (2) 2x6 TOP IE I1x6 TRIM 5/4"x2�%�" P.T. FURRING I 6x10 I cu co CN WINDOW HEADER FRAMING 2x10 TRIM I � II 11 11 PER ENG'S DETAILS 1 11 Ixb TTG DECKING I 2 -4 4 6 I O � FRAMING SET IN iz co N I• FOR WALL SHEATHING I I N 2x4 BUCK OVER 2x6 tE 6x12 CYPRESS BEAM x - tUGGO FINISH (VERIFY W/ ENG'S DETAILS) I `9 �+� B I � o p SMOOTH S I 'd I � 0 11 I -S I'-8" OVER-H I DECORATIVE I c 3 CYPRESS I E BRACKET I L O 0 cn WINDOW UNIT PER I I z C MANUFACTURER - -- - I � � I > N o ip_I INTERIOR TRIM 2x6 EXPOSED ROOF JOISTS I I W PER BUILDER 6x6 CYPRESS POST 12 PER ENG'S DETAILS I I ~ 1/2" G.W.B, S GALVALUME METAL I I w co 2x4 BUCK OVER 2x6 fE ROOF SYSTEM I 2x6 STUDS (SPACING I _ I PER BUILDING GODS) 4" SILL (BEVELED FOR PEEL t STICK OVER RUN-OFF) W/ STUCCO R-19 INSULATION FINISH 3x6 CYPRESS RAIL 1x6 TTG PECKING cq rn cn N M RlGslp CONNECTOR 4x4 CYPRESS AT ANCHOR I � AT EACH MEMBER I I c� PER ENG'S DETAILS 3x4 CYPRESS PER ENG'S DETAILS I I Z N 2x6 BOTTOM FE 4 SMOOTH STUCCO FINISH GROSS-BRAG I FIN FLOOR ~' o o HOUSE-WRAP 3/4" STAINLES STEEL I OF HOUSE I - rn BASE TRIM _ PER BUILDER WALL SHEATHING r RODS (MAX 4' OF'NG) 2x8 P.T. TOP fP 1 c 3/4" T4G FLOORING GALV FLASHING ` U N W/ HOUSE-WRAP M 20" ENG FLOOR TRUSS LAPPED OVER nl1 GALV SAVE DRIP 0 u_ PER MANUFACTURER 5_411 1011 • �! IN ROOF CEMENT WITH PEEL t STICK ` � a FIN FLR I 4x4 CYPRESS 1� LAPPED OVER IY z Q ' ANCHOR BOLT II (/) o- II I � 2x6 CYPRESS DECKING PER ENG'S DETAILS •tl 5/4"x234" P.T. FURRING O w w II �_ w Z II U-BLOCK W/ CONT 1x6 TTG DECKING _ Q 11 RODS OR TIE-BEAM It . TRELLIS > N IY a0 FLOOR TRUSS SET IN �s D 4x6 CYPRESS DECK JOIST FOR WALL SHEATHING W/ DECORATI CUT END PER END'S DETAILS 11 a 2x BIRD STOP /FRIEZE SCALE0 Lu: °Ib SCA 3/4" 1'-O 11 O I'—811 6x8 CYPRESS BEAM ( 6x8 CYPRESS BEAM 11 �— 1'-S" OVER-HANG a' II ° 0 11 ° Z —� J 11 LL II 0) 11 s STUCCO STOP 6XIO • i� ° ° 0 r 1/2 G.W.B. •. SMOOTH STUCCO i I 6x10 DECORATIVE FINISH 41_411 1211 -�11 CYPRESS BEAM 11 TT °II 1 2x4 P.T. CONT 1 ii° uj FURRING /FIRE-BLOCK V 2x8 P.T. TOP 1L' _ Z M I I L1.J =A'II 3x6 CYPRESS RAIL W w Z ANCHOR BOLT PER ENG'S DETAILS DECORATIVE CYPRESS 'n jj 4x4 CYPRESS Q BRACKET = U-BLOCK W/ CONT 11 RODS OR TIE-BEAM I 11° PER ENG'S DETAILS � n 3x6 CYPRESS RAIL W v .11 . 1 4x4 CYPRESS > F - I U.45' it ° 3x4 CYPRESS 1f GROSS-BRACE DOOR UNIT PER 1 I"' � MANUFACTURER _ °II \ 3/4" STAINLESS STEEL w Q D U) J I '�i o, t II RODS (MAX 4 OPNG) _ ,n tet- O W ♦^ C.0 'II cq W CV = co : 4x4 CYPRESS o 11 •II 2x6 CYPRESS DECKING J SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH II7-77-7111777-711(n qll 8" GONG BLOCK WALL - . THRESHOLD PER W/ CELLS FILLED SOLID - - 4T _ � MANUFACTURER STUCCO SCREED all ° PER END'S DETAILS PROVIDE DOOR SILL EXPANSION JOINT l �`� ,- PR DE n 4" CON( SLAB W/ PER DOOR MANUFACTURERS ° 11 VERTICAL ROD 6x6 10/10 W.W.M. REQUIREMENTS TILE FINISH PER I PER END'S DETAILS • 1 =�� ON 6 MIL VISQUENE BUILDER it OVER CLEAN, WELL EXPANSION JOINT COMPACTED, TERMITE 4" CONC SLAB SECTION I ON ELE VAT I ON TREATED FILL TILE FINISH PER .11,1 � BUILDER FIN FLR "'I FIN FLR 411 CONC SLAB HOUSE All A 777z447. ° d/ 1•IT=Tr•11TT-TAT=TTS=1Ti'=1•IT=TT•f-1Tr 11° t _ I' A I DETAIL. PROJECT NO. aQ°'. � q � �0�� — K1527/15-1112 _= I—I ° IIS. II i II ' _ _ N i I 1 I I—i 11= — II STUCCO SCREED SCALE: 3/4 = 1 –0 O� m ISSUE DATE VERTICAL RODS I I ° tl — __ — 4/13/2016 - -�_ _ _ — VERTICAL RODS I I —� I- °II. FINISHED GRADE REVISIONS PER ENG'S DETAILS e 1 PER ENG S DETAILS 1 . :iii 1111 =I ,..- —��—�� _ — FIN GRADE - FIN GRADE I =1 I = 11 I= —_—_ lla , l i�I I I—I II �I—� I � -11= I „ DRAWN WN BY: I I CONCRETE FOOTING W/_ II .`a —III= I —I CHECKED BY: CONCRETE FOOTING W/ _ — — °11 n °a I ENGDS DETAILS PER • e �I� • RODS CONI PER =1 -III ENG'S DETAILS ;•1l — — Id — — I=1I —II 1= I NOTA. I I—IIIIII—IIIA � ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED 2lllllllll5T0RY � ENGINEERING SPECS FOR ACTUAL / 5ALCONY SECTION PAVILION SECTION, COMPONENTS TO BE USED. SCALE: 3/4" = I'-Oil SCALE: 3/4" = 11_011 S of:15 INSTALL METAL ROOF OVER FLANGE AT HEAD GALVALUME METAL ROOF (INSTALLED PER MANUFACTURER'S SPECS) OVER PEEL 4 STICK OPTIONAL - PROVIDE LEAD VENT OVER PLYWOOD SHEATHING 1 BOOT WITH INTEGRAL FLANGE - (PER ENGs'S DETAILS) OVER ROOF MEMBERS VENT STACK - SEE BUILDER FOR co SIZE 4 L ATI ONS ---- - O 4-J N - PRE-FO ED FLEXIBLE BOOT V M E FLASHING / INTEGRAL FLANGE �j coU SET IN PLASTIC ROOF GEMENT --------- INSTALL FLANGE OVER ��` � LLL. a) METAL ROOF AT BASE GALVALUME METAL ROOF V 0 (INSTALLED PER M cuL MANUFACTURER'S SPECS) m m OVER PEEL 4 STICK OVER PLYWOOD SHEATHINGS ( OVER ROOF MEMBERSPER ENG'S DETAILS) rJ7 ` 24" WIDE METAL VALLEY ` FLASHINGS OVER PEEL 4 STICK cu co / c Lo N NOTES: �� O � 1 - INSTALL IN STRICT ACCORDANCE WITH N N MANUFACTURER'S WRITTEN INSTRUCTIONS O 2 - APPLY ROOFING CEMENT O SELF-ADHERING X FLASHINGS OVER FLANGE AT HEAD ONLYE � to UL 3 - PAINT TO MATCH ROOF L (n O z O DETAIL : VALLEY ASHING �, � N TAI : VENT STACK FLASHING, SCALE: NOT TO SCALE L 0-0o M O SCALE:E: NOT TO SCALE Wco WALL SHEATHING co PER END'S DETAILS Cn N M Jr L? STUCCO FINISH ASSEMBLY W w ti I' OVER APPROVED Z N �• "'•' WEATHER BARRIER 0 ~ C7 0 rn k• EXTEND PEEL 4 STICK Q I/) UP WALL 1" (MINIMUM) — UU LAP STUCCO FINISH ASSEMBLY �N� AND WEATHER BARRIER • OVER STUCCO STOP >=Q -� J Q LL STUCCO STOP - Y _ ~ Q V GALV COUNTER-FLASHINGS OVER m U) Z C' z z [ EXTENDED PEEL 4 STICK 0 W w I p JQ °_ Z � 9 rz O w o w °6 cc o GALVALUME METAL ROOF OVER PEEL 4 STICK z z- OVER PLYWOOD SHEATHINGS w ....... (PER ENGS'S DETAILS) LL WINDOW INSTALLATION (METHOD A-1) - OVER ROOF MEMBERS rn DOOR FLASHING INSTALLATION z._ WEATHER RE51TIVE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. 0) WEATHER W51STIVE BARRIER(WRB)APPLIED PRIOR TO THE DOOR INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. GALV FLASHINGS SECTION A OVER PEEL 4 STICK � STEPS THROUGH WINDOW JAM �� B (DIN WATER SHEDDING FASHION, (DIN WATER SHEDDING FASHION, STARTING AT THE BASE OF ROOF GEMENT STARTING AT THE BASE OF THE WALL t WORKING TOWARDS THE WALL /WORKING TOWARDS THE TOP,INSTALL THE WRB ` T THE TOP,INSTALL THE WRB TO THE FACE OF THE SEALANT BEAD BEHIND MOUNTING uj TO THE FACE OF THE SHEATHING. SHEATHING. FLANGE. Q Q APPLY SILL FLASHINGS CUT WEATHER BARRIER AND FOLD IN AND AROUND DOOR JAMB ©APPLY BEAD OF SEALANT AT BACK OF WINDOW t�3 INSTALL DOOR PER FLANGE 4 SET WINDOW USING SEAL THE WINDOW FRAME TO MANUFACTURER'S INSTRUCTIONS PAN HEAD SCREWS TO OPENING. APPLY A V'NOM. DIA.TO THE BACKSIDE ---- ui m z FACILITATE INSPECTION. (INTERIOR)OF THE WINDOW --�+ APPY MAC)or ®APPLY JAMB FLASHING ®SID LJAMBS EXTEND 8 SEALANT At FLANGE, LINE WITH ANY PRE-PUNCCHED HOLES OR SLOTS. o FLASHING J ©APPLY JAMB FLASHING SEALANT BEAD BETWEEN • ©APPLY HEAD FLASHING 5 JAMB FLASHING FLASHING AND MOUNTING ET I • WALL ASHING AT STUCCO APPLY BEAD OF SEALANT O APPLY CONT.SEAL TO THE MOUNTING FLANGE. z `.� AT HEAD FLANGES AT THE TOP(HEAD)AND /� � ®APPLY HEAD FLASHING SIDES(JAMBS)OF WINDOW. EXTEND ® SCALE: NOT TO SCALE � z SEALANT AT JAMBS 8)4"ABOVE / REMOVE PREVIOUSLY APPLIED THE RA.AT HEAD.EMBED JAMB / ® FLASHING INTO SEALANT AND o7 / FLAT OVER HEAD FL TAPE,ALLOWING FLASHINGIRD TO . ING.LAY FASTEN IN PLACE. (FLASHING k° GOES OVER SEALANT). FLASHING AT HEAD APPLY NEW SHEATHING TAPE 411 EXTENDS I"MIN BEYOND ODVE�RR (AGONAL GUT-SEE z a JAMB FLASHING. SECURE WRB 5 AT HEAD W :D U) Q HEAD FLASHING co 0 lr�` uj APPLY 4"WIDE FLASHING AT HEAD MIN SELF ADHERING MEMBRANE EXTENDS I"BEYOND FLASHING,OVERLAPPING JAMB FLASHING. DOOR FRAME 1/4" ��I'� (D uj 4" EXTEND SELF ADHERINGOPEAD FLASHING MEMBRANE FLASHING I"MIN \ T � M \ EMBED BOTTOM OF THE �• •• i BEYOND JAMB FLA5HINGHEAD FLASHING AGAINST \ O .1 THE PREVIOUSLY APPLIED •��. _ G�i 1/4" SEALANT WALL FINISH ASSEMBLY \ SEALANT(FLASHING GOES OVER SEALANT). EMEND ®JAMB FLASHING \ / HEAD FLASHING BEYOND APPLY 4" WIDE \ / I EACH JAMB FLASHING. \ . / FASTEN IN PLACE. : LAP WEATHER BARRIERS -� SELF ADHERING MEMBRANE ® � .. Z FLASHING,OVERJ-APPING \\ DOORFRAME 1/4" OVER NAILING FLANGE 5x5 GALV FLASHING pAGZ)029 INSTALL DOOR 4 O INSTALL DOOR PLUMB,SHOLD QJAl-B FLASHING A I \`�� KICK-OUT FLASHINGS LEVEL AND SQUARE PER EXTEND JAMB FLASHING (SEE DETAIL) MANUFACTURER'S TO OVERLAP SILL I I WRITTEN INSTRUCTIONS FLASHING. EXTEND JAMB FLASHING 614" I I \ SET THRESHOLD IN ABOVE ROUGH \ BED OF SEALANT OPENING AT HEAD. gn I // TUCK TOP OF I 11� \ ~ -• \ I / SEALANT OI APPLY SEALANT AT JAM CORNERS AND FRONT UNDER THE FLAP O EDGE OF THRESHOLD of wRa AT THE \ / \ GALVALUME ' �'' WIIiI� T i ►�`�� I HEAP.SEE DIAGRAM. I SILL FLASHING © METAL ROOFINGS OUT I I I WEATHER RESISTAN . SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PER MANUFACTURERS BARRIER(WRB) PLUMB,AND LEVEL CONDITION. USE CORROSION i ® RESISTANT FASTENERS. FASTEN WINDOWS PER SPECIFICATIONS .4 AT A 45 DEGREE ANGLE,CAREFULLY CUT THE 0 I BARRIER ON A DIAGONAL. GENTLY RAISE THE WINDOW MANUFACTURER Q1-ECIFIGATIONS. EXTEND KICK-OUT TOP EDGE OF THE BARRIER UP AND TAPE THE I I FLASHINGS 2" , TOP CORNERS AND CENTER TO THE EXTERIOR '� I ( '% BEYOND FASCIA WATER / WRB SURFACE ABOVE. � I I I WEATHER RESISTANT .• ~- a I ( ) ��.�.•.�.�;� KRO ECT 7 l 15 NO. 112 CUT WEATHER BARRIER AND FOLD s" I I I B RR ER WRB TIGHT ::;�.:�.'. .,. . / IN AND AROUND DOOR JAMB I AT A 45 DEGREE ANGLE, SEAL CAREFULLY CUT THE ' BARRIER ON A DIAGONAL. GENTLY RAISE THE ® ISSUE DATE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR .. 4/13/2016 :: •;, WFS SURFACE ABOVE. NOTE REVISIONS : / INTERIOR VIEW PLYWOOD SHEATHING TOP LEFT CORNER OF WINDOW PER ENGs'S DETAILS INSTALL KICK-OUT FLASHINGS A 0 BOTTOM OF ROOF 4 WALL m PEEL 4 STICK INTERSECTIONS 0 UNDERLAYMENT 0DRAWN BY: JBF GALV EAVE DRIP CHECKED BY: P.T. FURRING (OPT - SEE WALL SECTION) FASCIA 'TAIL : AL W /1�I CK� OUTFLASHING, SCALE: NOT TO SCALE ofl 5 CHIMNEY POT cn CHIMNEY CHASE Lo 2x6 FRIEZE LOUVERED W/ SMOOTH 4-J N GABLE VENC (TYP) STUCCO FINISH V M E 12 -- - - - - - - - - - - - - - - - - Q) `° O S 4—j = vi O U 12 LL a) U U S (D cu GALVALUME m c METAL ROOF N a) (TYPICAL) LAeA s` 0 -- - - - - 9'-I" 1E HT_ cu C4 -Lj LL (V LINE OF ~ 12 12 ROOF BEYOND ~ O S S PARAPET (TYP) V5 or) N W 0 CJ 12 CONIC BLOCK _ I PARAPET WALL $ W/GALV CAP Cc X (TYPICAL) LL 12 V L O FIN FLOOR Q > N 2'-S" HEEL_ 4x6 CYPRESS - - - - - -•- STUCCO CONTROL c+ll't TRELLIS JOISTS JOINT (TYPICAL) 9'-$viz" 1E HT p M _m g I6" O.C.— LOUVERED _ _ _ _ W ` VENT (TYP) j I 81-11/211 11 P- HT I _' CO ~, -- - - CJ CJ m W c� I I +moi J CJ CJ 6x8 TRELLIS12x24 SEAM W/ COLUMN W/ DECORATIVE acv � rn CUT ENDS STUCCO 0p cf) co DECORATIVE ti FINISH w cc N CYPRESS r- 12x1W w 2 SMOOTH � BRACKET 1211 1 �� 10'-sa" 2° COLUMN W/SMOOTHTYPICAL STUCCO FINISH 0Nr (TYPICAL) 0 0 10 STUCCO 4" STUCCO _ rn FINISH (TYP) SILL (TYP) Q - - FIN FLOOR - - FIN FLOOR_ — w ti N - - _FIN GRADE NLL FIN GRADE _ O J Q SMOOTH PROVIDE STEPS TO - Y STUCCO FINISH GRADE AS NEEDED ~m Q Z a (TYPICAL) D w W W (� NITELEVATION, � Q � Z SCALE: 1/4 - 1'-0 0 ojs Lu o Z Ofdo LuJ u- clr E CHIMNEY POT CHIMNEY CHASE l9 Z W/ SMOOTH STUCCO FINISH 12 wU Q s (.) Q zw o 12 w coo s m — GALVALUME _ U J METAL ROOF (TYPICAL) U) J DECORATIVE w F— v SPIRE Z i 9'-1" IE HT _ _ _ _ 9'-1" iE HT Q LL cc �= za CJ CJ CJ 12 12 w Q s s o0 Q d- 12 12 W LINE OF GALVALUME VA () (.0 ROOF BEYOND S S W N PARAPET (TYP) METAL ROOF � (TYPICAL) _ � co CONC BLOCK STUCCO CONTROL O PARAPET WALL \\ W/ GALV GAP JOINT (TYPICAL) (TYPICAL) 121-11/211 fE Ht FIN FLOOR GJ .51-51/211H_t_ CJ CJ GJ CJ \ ; J LOUVERED DECORATIVE TRANSOM ' `>> till iatl :.;I. 'I�Fi Ix TRIM At 54Y CYPRESS PANEL (TYP) LOUVERED - WINDOWS RA 1CKET PANEL (TYP) n F ` - .. .. SMOOTH SMOOTH STUCCO FINISH STUCCO FIN( (TYPICAL) ® PROJECT NO. (TYPICAL) K1527/15-1112 "n ISSUE DATE : 4/13/2016 REVISIONS FIN FLOOR FIN FLOOR __ _ _ - - -- 0 0 N FIN GRADE L FIN GRADE - - -- - - - - DRAWN BY: WOOD PANEL PROVIDE STEPS TO PROVIDE STEPS TO JBF (TYP) GRADE AS NEEDED GRADE AS NEEDED CHECKED BY: AIR ELE SCALE: 1/4" = 1'-0" od CHIMNEY POT i CHIMNEY CHASE o _ W/ SMOOTH 4-JN STUCCO FINISH V M O O 12 ,_0„ 4_-0 (n � U I L S 12 4 � U I I.L °' 12 i m 12Q l 8 m .c:Q DECORATIVE CONC BLOCK > PARAPET WALL SPIE - - 9'-1" M HT W/ GALV CAP 8'-8" fL' HT _ _ _ _ (TYPICAL) U) (o GALVALUME ti 12 12 SMOOTH METAL ROOF 6x6 CYPRESS STUCCO FINISH (TYPICAL) O0 S S qql POST (TYP) (TYPICAL) N N GALVALUME a) p METAL ROOF s 0) (TYPICAL) cz w x 2 = cu E 9 = 0 CYPRESS 91_411 0 U I2'-I1/s" fE HT_ GUARDRAIL KItCHEN HOOD ------ ----`----�� w VENT THROUGH z c 21-811 HEEL ROOF 4x6 CYPRESS I O tt �-J Q I 16" O GJ GJ -- TRELLIS JOIST N I 75 cNI 101-11/211 If! HT 8'1-(1/2" M HT _ i W i co LOUVERED GJ CJ I I -_ LOUVERED TRANSOM ' PANEL (TYP) C14 PANEL (TYP) i I 0 GAS FIRE-PIT W/ -'N SMOOTH I CYPRESS IVE I M ap GRILL COVER STUCCO FINISH I BRACKET r I U? (TYPICAL) (TYPICAL) W w N z 04ti 4" STUCCO I I �— C� SILL (TYP) CJ CFIN FLOOR 0 I - OF HOUSE _ _ I Q N 0)FIN FLOORFIN FLOOR__ _ - - - - -- STUCCO CONTROL _ w JOINT (TYPICAL) V o 0 N FIN GRADE � O J J Q LL EQUIPMENT SCREEN WALL (n NOT SHOWN FOR CLARITYE �� I ON m � z �L E O w w SCALE: 1/4" = V-011 o J Q o z 4 > o w o rral�e- � 10 Z LLu Q rn CHIMNEY POT 0 rn GALVALUME METAL ROOF CHIMNEY CHASE (TYPICAL) W/ SMOOTH STUCCO FINISH _ 12 wU 12 0 Q s UQ ^ Z Lu s� m w m Z_ � 12 12 D— U -� > s D 4 C) — CJ j�- v DDECORATIVEw� z 9'-1" EHT SPIRE L -- -- - S-S fl! HT � J SMOOTH GONG BLOCK 12 12 c Z (> CONC BLOCK STUCCO FINISH PARAPET WALL w Q Z) V J PARAPET WALL (TYPICAL) W/ GALV CAP S S c W/ Y CAP (TYPICAL) w � D GAL (TYPICAL) o (o GALVALUME METAL ROOF w N (TYPICAL) = M �- o J 12'-11/2 fE HT GJ AA60Q), ,. fE HT 9�_V/z R HT �� -,,� _. -- - � - w w lam 8'-0/2 fE HT i - - - - 7'-9/s fE HT ., IL i ~� Ix TRIM AT BAY 1` ., SMOOTH WINDOWS STUCCO FINISH Y. (TYPICAL) CTAS FIRE-PIT W/ l� GRILL COVER ® PROJECT NO. K1527/15-1112 4" STUCCO mrl ISSUE DATE SILL (TYP) WOOD PANEL mn 4/13/2016 REVISIONS FLOOR FIN FLOOR __ __ a 0 FIN R- - - - m 0 N FIN GRADE ry PROVIDE STEPS TO DRAWN BY: EQUIPMENT SCREEN WALL GRADE AS NEEDED - JBF CHECKED BY: IGHTE NOT SHOWN FOR CLARITY SCALE: 1/411 = 1'-Oil of:15 12 12 ENG ROOF TRUSSES Lo - -F-- GONG BLOCK PER MANUFACTURER 4-0 N r PARAPET WA L (TYPICAL) 0 M 0 n! I p W/ CAP (TYP) a) -0 V 1 4/12 12 ----- -- --- - O U '�"— 2x8 ROOF JOISTS LL a) I IC4PER END'S DETAILS V - ao I L c I 8/12 I W-8" EE HT m � > --- i Lo .-.d N V m E O O 4J . O U Jc u_ a) A/C TANKLESS L U U ca cu IP2 WATER ,/r -0 c so-OilHEATER "2 `� DISC -------� GE _ o • C O • O ,_ _ I n G P I I t GF i I cfl \ / 104 OWNER'S I I I I Lo I I ' WALK ' I I. I I STUDY L ti I M lr_� SU I ; -IN ; \ 1 /0 (9'-51/z" CEIL) W �M � I (V-51/2" CEIL) 1 I I 1 I 1 ( N N ! 1 (9'-51%a f OWN S ' �, ,-O ER I a) � I - - / I \1 GEIL) /! s'-011 I , ; 1 , ----- _= O CEIL I � � I I `'� ` 1, � � a, (g 51/2 \ I 1 1 cv CEIL) '`\ I I IL 0 GF E =3 0 U) a� \� 0 � Bill STAIR -- \ I L�� co \ - ----' CEIL _ STAIR LIGHTS (VERIFY LOCATIONS \ CO \\ ~ ON SITE) (TYP) I \ ! WP SD 1 1 I WP 1 I GFCI GFCI I FCI j I `"N\s/v ' $? $? $? 1ISOKERN 46 I - ( I I -- _ _ - - - - - - GAS - - - - - - I ( 0)C �--- - - - - - - - - - FIREPLACE - - - - - - i 11 1 i I I N M Ii CEIL �i �� /� ! I I O I I W w ti I 1 Z c\I TERRACE I I I 1 ; I I Q N `" O I ;` _ I I f 1 I I ENTRY Lu � (UNCOVERED) I _ I I 1 ❑ o i \ L I V I NCS I I `\ - I I (9'-51�z HT) (� N \ M 1 I i ► l9'-51/2" CEIL) 1 _-----___.. O w I / \\ u- C - -j- — - - - - - - - - - - - - - - - - - - - — U) - 5 -2 i �`� m Z a I i\ FLOOR PLUG FOYER I I \\ `� Q w W I \ (VERIFY LOG I I (9'-51/z" CEIL) - , ( - TO FRONT w ❑ � \ WITH BUILDER) I ( �.' `\\ I I ��- FLOODS \\ Q _ Z I 1 � I I POOL CENTER I I 1 --- > � (BY OTHERS) - O /' - I I ' t --•. TO FRONT \\ O w O ON DOORS ` / - LANDSCAPE \ O II � olb I / \`\ . � \\\ � � \ \\ /' ,-rp -------�` ` LIGHTING 1\ rr 0 TO POOL I \ 1 \ / I- / w t STAIR -----__ � - --- ' ----- - r ; \\ I _ IST INC \ _-... uj WP -� - - - - -j- - - - - - - - - - - - - - - - - - - - - - / GFCI U- 0) \ E -�- - - - - -I- - - - - - - - - - - - - - - - - - - ��.:- - - f t 0) \ } rJ' ► I rn % f \ I ' TO REAR �--- �\\I .01 CENTER OF LANDSCAPE — - - - / LIGHTING \`.` I --- \\ DOORS 0 W _J_ -- -- N%_ — V TO BAR �` I - -- \ t z - W co FLOODS \�\� �.� im 1 I � � � GFCI � W --- — co zTO STEP LIG TSC � / - - - - - - - - - - - - - - - - - - - - - AND LIGHT -- __ \ � ' �� 1CA LEGEND Q� \ J.T 4 SWITCH -r" - � \� ' \ /— ABOVE � U) — U ——— — WP IN INCA �` P.G. IN \ ,' \ -- ---- GFCI ---- ----"— ATTIC )7N \ W I / (9'-51iz" CEIL) ---- - r- r \ PRE W IRE O FLOOR PLUG Z '- v GARAGE � 4 5RACE 220V OUTLET � � �- > / @j@ I I ; (5'-11/2 IE HT) I CEILING FAN ® LE Q \0 L N. -Jam/ ( r W/ LIGHT � IIOV OUTLET z O+ \\ "),n CEIL \ PRE W IREco eP WEATHER PROTECTED CC D U) 1/2 1 - - - - - - - - - - - - - - - - - - - - - - `\\\ - \\\ i 4 5RACE GFCI 110V OUTLET �' Q � V-� GEL" CEIL 9' 5 CEIL ---- ------- ----_ -__-'' \\\ ' CEILING FAN W y,� (D GFCI 81-11/211 CEIL I-WINE -- -- (NO L IGHT) 110V OUTLET W/ GROUND uj ,'h CV — I— M I / 1 I I r WLR L r 1 = f�q� GFCI �'' GFCI FAULT CIRCUIT INTERRUPT O GFC 1 • • G.D.O. I 1 \ k \ I W_r GFCI f Y FLUOR LIGHT 1 I SWITCHED 110 OUTLET 0 I VAULT \ 1 I REF O D/W ———— \\ -J I I I I 1\ , _ HVAC CEILING EXHAUST (TOP HALF ONLY) —� I \� � OO � t ��----�' r GRI � SWITCH TO i +M I / I . I f FAN/LIGHT FIXTURE / WP �� ""� d LNDRY I D t G.DISP IN <TCHN ( 1 1 GARAGE DOOR OPENER / GFCI l8'-11iz�� (g'-11,z�� CEIL) I (GA ► FRZR \\ (GAB I �A - - . CEILING EXHAUST FAN CEIL GFCI $ SWITCHES �AADt2 TAV I L ION GEIL) L —J �( I I (S'-11�z . / (VOLUME CEIL) } MICRO r——— —— I CEIL) $3 3-WAY SWITCH 4O LIGHT FIXTURE 1 - WP I O 0 ICEILING _ , \ GFCI A Lo _--__ I ,, I - --- CEIL INCA MOUNTED I — —— �_TAW%J_ESS JUNCTION BOX GFCI GFCI L O O FCI GFCI GFCI LIGHT FIXTURE ® SMOKE DETECTOR A/C GFCI WATER FOR FRONT gD DQfi HEATER "I LANDSCAPE CEILING MOUNTED Q JUNCTION 50X LICs�ITING • DISC FOR REAR PENDANT FIXTURE GAS FIRE-PIT W/ LANDSCAPE POOL CEJ DISCONNECT SWITCH GRILL COVER LIGHTING EQUIP 0 GAS RANGE W/ -�- WALL MOUNTED HOOD VENT LIGHT FIXTURE CAR50N MONOXIDE Co DETECTOR 4 ALARM DOUBLE PROJECT NO. r- FLOOD L IGHTS K1527/15-1112 l Ute t Ile, (� r_C--6�!G ( &CI C4 ISSUE DATE: mn A,4 ' 4/13/2016 cure- �tiu l� �`�� 91'A (/-,o 4,� REVISIONSP,bv0 NOTES: c�� IIRS FLOOR EL =c RCAL FLAN c � P 0 11 _ 11 U`' I - ALL ELECTRICAL WIRING TO 5E IN ACCORDANCE DRAWN BY: SCALE: 1/4 - 1 -0 WITH NFI=A 10 - 2011 NATIONAL ELECTRIC CODE JBF CHECKED BY: 2 - PROVIDE ARG-FAULT CIRCUIT INTERRUPTER (AFCI) PROTECTION THROUGHOUT, WITH A LISTED AFC1, AS REQUIRED PER 210-12 (A) , (8) 4 (C) AND F5C 83902.12 3 - 10096 OF ALL PERMANENT FIXTURES TO USE �_7/ x HIGH-EFFICACY LAMPS PER F5C - ENERGY CONSERVATION 8404 of:15 LO 4-1 CN cv) E O 0 -0 y 4-J cn -2 5 c, LL a) cu a) a) > c: i 0 cn cu cu N LO O co c1q CN II- c: a) 4 "tf 0 U) X _ccu E -&-0 U- =3 0 0 U) WVAC, I0 02 z a) > 4_0 < r_ 0 L I co 5ATH 02 1-111 4C IN (C-5 4,TTIc ui co IF I W-W ALM I co cn co cn U-) Lu ui SUITE 02z I OV-P CEIL) 0) ,ell co UJce) 0 L) CN ce) WIM -i GFCI 0 F < Z ` I I o Ja °Lu Lu Z 1 , , W GOVID > —T 0 W 0 OST ca Cc SOZ (VOLUME CEIL) 0 Z W SD 1 -- -- ---- --- U- < CD two GF. z TO STEP LIGHTS 4 SWITCH BELOW LU U/ *4"0% C�' W' 1 { , 'ICA LEGENRCO0DGFCIATH 03 > FLOOR PLUG ILS/ I 4 5RACE 0 220V OUTLET Io fCEILING FANW/ LIGHT Q-- 110V OUTLET z I WEATHER PROTECTED LL PREWIRE4 5RACE GFCI 110V OUTLET C>T L x SUITE %*3 CEILING FAN <110V OUTLET W/ GROUND UJ U) l9'-I" CEIL) _x (NO LIGHT) GFC1 FAULT CIRCUIT INTERRUPT CO `�T 0 '. 8 1 6: WJ__i FLUOR LIGHT SWITCHED 110 OUTLET o� () Q0 01: (TOP HALF ONLY) Lu CN I II III - - CEILING EXHAUST -r co FAN/LIGHT FIXTURE GARAGE DOOR OPENER F01 CEILING EXHAUST FAN 1-1 SWITCHES vi;q- RECESSED LIGHT FIXTURE $3 3-WAY SWITCH A. CEILING MOUNTED L LIGHT FIXTURE SMOKE DETECTOR CEILING MOUNTED PENDANT FIXTURE L",-. - DISC E5 DISCONNECT SWITCH WALL MOUNTED LIGHT FIXTURE CARSON MONOXIDE GO DOUBLE DETECTOR 4 ALARM FLOOD L IGHTS 0 m PROJECT NO. "n K1527/15-1112 loom ISSUE DATE: ��CO00CTRICAL FLA1�1, NOTES: rn 4/13/2016 REVISIONS SCALE: 1/4" = V-011 I - ALL ELECTRICAL WIRING TO 5E IN ACCORDANCE 0 : WITH NFFA 10 - 2011 NATIONAL ELECTRIC CODE 0 DRAWN BY: 2 - PROVIDE ARC-FAULT CIRCUIT INTERRUPTER (AFCD JBF PROTECTION THROUGHOUT, WITH A LISTED CHECKED BY: AFCI,, AS REQUIRED PER 210-12 (A) 1 (5) 4 (C) AND FSC R3S02.12 3 - 10096 OF ALL PERMANENT FIXTURES TO USE HIGH-EFFICACY LAMPS PER FSC - ENERGY CONSERVATION 8404 of-15 r . DESIGN SPECIFICATIONS GENERAL NATES Et CONSTRUCTION COMPONENTS & CLADDING GARAG DOOR FLOOR SHEATHING SPECIFICATIONS `Y • 2" T&G OSB OR PLYWOOD SH ATHING, GLUE AND NAIL WITH 10d COMMON @ 6 O.C. EDGE & FIELD DESIGN CODE. NOMINAL DESIGN PRESSURES PRESSU ES (PSF) 23/3 BUILDING CODE - RESIDENTIAL 2014 FLORIDA B 1 CAR DESIGN IS VOID ONE YEAR AFTER THE GATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +22.9 ROOF SHEATHING SPECIFICATIONS: S THING NAILED w 0.113x2" RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. Lou Pontigo and DE / ANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) ZONE (PSF) 'a' = 4'-6" DOOR _ SHINGLE- MIN. x/16 24/16, APA ATED OSB OR PLYWOOD SHEATHING, Associates, Inc. UNLESS PL 25.0 ORM +25.6 -27.7 +25.6 -34.2 (8'x8') WITHIN 4'-0" OF ROOF EDGE). • ACTUAL AND UNIFORM 1 p`' 420 Osceola Avenue 2250 DESIGN LOADS. FLOOR ROOF 2 CAR +21.8 ALL SHEATHING SPECIFICATIONS: )ax. Beach, Florida 41-95 O'' +22.9 -25.0 +22.9 -28.8 GARAGE _ 16 PA RATED PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE F L CA#83 8 Fax. A# 79 ROOF LOADING (cd=1.25) (cd-1.00) 5 DOOR FLEXIBLE FINISH MIN. Y2 , 24/ , -23.9 FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. FL:CA#8344 SC:CA#357 TOP CHORD LIVE LOAD 20 psf 40 psf INSTALLED HORIZONTALLY OR VERT CALLY. 7 psf METAL ROOF) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7') TOP CHORD DEAD LOAD p - ' PA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d C� fi" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE W D LIVE LOAD 10 psf 0 psf STUCCO FINISH, MIN. /16 24/16, A BOTTOM CHORD �,iu�uuui J, BOTTOM CHORD DEAD LOAD 5 psf 5 psf BO THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES ASD). THE STUDS �� , . ■ .•, ' PERMITTED BY '��•' \CSN "•4��z ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PER I t�••`•• �, ' .• � THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER R DUCTION MASONRY SPECIFICATIONS: WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 - •. A: MASONRY HAS BEEN DESIGNED IN ACCORDANCE - • DEFLECTION CRITERIA: SHALL BE PERMITTED = No. Z '' r ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 DAY COMPRESSIVE STRENGTH OF 2000 si PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3�s PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND 61 OR BOTH p IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. + ,� ADL 360 & TOTAL LOAD L/240 & CLADDING WALL ELEMENTS SHALL BE DESIGNED F TYPE M OR S. TYPE N MORTAR M Y BE USED FLOOR FRAMING: LIVE LO / COMPONENT -0\ STgT p Ille = o POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. �.� s' N CR TE R Y U N •� •.,�pR 1 •. ��, °O GRADE N-1 NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL ss'`••."...•• 'C��°•�`' WIND LOADING. INTERPOLATION IS PERMISSIBLE. ANCE WI H ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, 0-000. ;� r��`1 ``•` WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOL CIU SHALL BE IN ACCOR - ASCE 7/10 FOR AXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5 ,,,,,f •«� ,,,,, DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF � _ AND MINUS - SUCTION. CELLS CONTAINING VERTI ��AL REINF RCEMENT IN 5 0 M MIN. PLUS - PRESSURE - HORD. REACTIONS CALCULATED FOR THE BEARING POINTS M C BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE 'MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, Christopher ) sabourin PE BOTTOM ATTIC FLOOR OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, RS FASTENING TO THE WALL FRAMING IS THE MASONRY STEMWALLS: ALL CONCR TE MASONRY UNITS SHALL FL P E#71461 WS D00 ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDO / MANUF. SUPPLIER & SHALL MEET STACK BOND SHALL NOT BE USED. GROUT THE WINDOW DOOR / REINFORCED FULL HEIGHT WITH - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT 75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF / DIAMETERS. ALL EXTERIOR WALLS HALL BE BY 0. POSITIVE AND NEGATIVE PRESSURES. D MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PR DATE ____________-- 130 MPH THE ABOVE NOTE INTERSECTIONS OF PERPENDICULAR " O.C. VERTICALLY EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BASIC WIND SPEED (ASCE 7-10) HORIZONTAL JOINT REINFORCEMENT AT 16 O.0 IMPORTANCE FACTOR ------ ---------------- 1.00 ----------------------- 25.0 FT a a� BE A MINIMUM OF 6 . MEAN ROOF HEIGHT ��_ ------------------------ 4/12 ° '--- ! a C AY MASONRY (BRICK). ROOF PITCH ---- SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. 11 BUILDING CATEGORY EXPOSURE CATEGORY ----- a CONCRETE SPECIFICATIONS: E WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 250 0 PSI ATION -----------------ENCLOSED --�`- DENOTES EDGE STRIP. ALL CONCRETE HAS BEEN DESIGNEP IN ACCORDANCE ENCLOSURE CLASSIFICATION SEE C & C CHART ��CONTRACTOR AT1oN ___ , AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. TACT LOU INTERNAL PRESSURE COEFFICIENT ---- ! ABOVE FOR 'a' DIMENSION CPONTIG a SOCIATE PRIOR PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFCATIONS WHICH MAY VARY ° GENERAL NOTES: FROM THE INTENT OF THE ORIGINAL ° 1 CONSTRUCTION DOCUMENTS.ANY AT I O N S 1 FIELD ALTERNATIONS MADE PRIOR TO PEC I FI C FOOTING AND F UNDATIONS: S oMATERIALBEING APPROVED BY LOU PONTIGO T3 � WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS ASSOCIATES MAY RESULT IN a 117 FOOTINGS AND FOUNDATIONS SHAL BE IN ACCORDANCE ADDITIONAL ENGINEERING OR ° ; ° RECOMMENDED TO VERIFY SUITABL SUBSURFACE CO NDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF INSPECTION FEES. HARDWARE AND ANCHORS. ---- --- i IL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ORGANIC MATERIAL AND .COHESIVE (CLAY) SOILS. S ASTM A 307 OR ASTM F 1554 GRADE 36 [NOT ACTUAL PLAN] �� a� GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONND ASTM A500 GRADE B). 'FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR ITH 1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN AOR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION WASHERS: SHALL BE IN ACCORDANCE W (DE A HEX. LOCATION FROM THE FOUNDATION LAN SHOWN ON S Ed as") NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRA PLAN. IF FOOTING SIZE OR LOCATI N IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. SERVICE REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 .ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR SCOPE OF UNLESS OTHERWISE NOTED ON �DR WINGS, MINIMUM CONCRETE COVER FOR R �� CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH RETROFIT REBA / „ DIAMETER MINIMUM, HOLES SHALL BE /4 Co? 48 O.C. OR ROD CHAIRS. PRO CONTIN DOWELS SHALL BE 12 BAR ELEMENT: SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS BAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: HAVE CONTROL OR BE ESPONSIBLE U LARGER THAN RE THE STRUCTURAL ENGINEER SHALL NOT HA (U.O.N.) FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURE OR CONCRETE SLABS ON GRADE: w YLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTSSEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY SHALL BE INSTALLED OVER MINIMU Y5 MIL POLYETH • FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT CARTRIDGE INSTALLATION ONLY): P RSONS PERFORMING THE WORK OR FOR THE FAILURE OR ANY OF ,PREVENTION' OF SUBTERRANEAN; TERMITES. SAWCUTS. U W (DUAL CAR OTHER EPDXY: ITW RED HEAD A7 THEM; 6 OONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT ;SLAB CALL EOR FOR ALTERNATIVE METHODS. 15 GRADE 60. REINFORCING STEEL. SHALL BE ASTM A992' GRADE 50. DOCUMENT.' SHALL BE A STRUCTURAL STEEL: � WOOD FRAMING SPECIFICATIONS_ AL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EC�iTION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT ASTM A185. ENGINEERING DESIGN RESPONSIBILITIES. G HAS BEEN DE IGNED IN ACCORDANCE WITH NATION WELDED WIRE FABRIC (WWF): SHALL BE LIM-ITS OF STRUCTURAL ENG EE ING D ALL WOOD 1'RAMIN - U ENGINEER ARE PRESSURE TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA VENEER LUMBER DESIGNED BY THE STRUCTURAL E CONCRETE OR SOI SHALL BE ❑ LAMINATED VENEER LUMBER (LVL): ALL LAMINATED - THE ITEMS SPECIFICALLY DES FT WITH M/��ON�Y, ,CO DESIGN PROPERTIES ELASTIC LOWING: CONTINUOUS LOAD PATH FOR WIND UPLI IVE IS USED ALL ATTA HED FASTENERS SHALL BE STAINLESS STEEL. SHALL MEET OR EXCEED THE FOLLOWING DES LIMlT�D"� TO THE FOL PRESERVATIVE- >. MING AND REQUIRED SHEATHING AND MODULUSE 1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PAN - SHEARWALLS, WALL FRA z ( } HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DES GNED PRE-ENGINEERED,, WOOD-- TRUSS R FRA ING NOT HE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOG SHALL BEAR THE SEAL OF AN EN WEER IN - CONNECTION, AND ANY THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL n/ SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECT 0 , INSTALLED AT ALL TRUSSES AS INDICATED IN ELECTRICAL SYSTEM. PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP J ARCHITECTURAL, MECHANICAL OR ELECTR TRUSSES SHALL HAVE TEMPORARY BRACING z I ING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER CONNECTIONS, SPREAD STRAPS TO AVOID NAL ISL ROOF COVERING SPECIFICATIONS: 0 THE CONTRACTOR. SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND ,BE INSTALLED ACCORDING TO TH MANUFACTURERS REQUIREMENTS. LAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL. AND THE MANUFACTURERS REQUIREMENTS. STANDING SEAM t � METAL AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL 1�IIETAL ROOFS SHALL COMPLY WIT ASTM E1514 I' ETAL FLASHING AND, VALLEY MAT RIALS. IM �IIATERP OOFING:` THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. J N D AND ABBREVIATIONSSINSPSON CONNECTORS VVOOD FASTENIN SCHEDULE PLAN. EGE . MEMBERS CONNECTION FASTENER INTE IOR LOAD BEARING WALL BUILT-UP POST IN THE WALL UPLIFT TYPE FL CODE - 4 >1107 0/m CONNECTOR SPF FASTENERS # TOP PLATE TO TOP PLATE FACE NAI 2-GUN NAILS @ 121" STAG. GABL_ X-BRACE SYP OF PLIES) HEADER SIZE, JACK AND DESIGN � to _ (#)2x4-1/2 KING STUD QUANTITY. A35 450 450 12-8dx1 /2 10446.4 TOP PLATE, LAP TERSE FACE NAI 1(2-16d) 3-GUN NAILS DE SI NATES SHEARWALL. THE CRITERIA H2.5T 600 520 5-8d EA. END 11478.3 DBL. TOP PLATE TO STUD FACE NAI - (2-16d) 3-GUN NAILS HIDDI N LINE DESIGNATES SIDE OF „ -------------- , WALL. THE SHEARWALL SHEATHING _ 11470.3 6» AND H8 620 530 5 10dx1 /2 EA. END RIM JOIST TO TOP PLATE TOE NAI (8d C� 6 ) GUN_ NAIL C� SW TO B APPLIED. 8d ® 3/6 7-10dx1'/ " EA. END 10456.3 NAILING: DESIGNATES 8d COMMONS C� 3" 0 860 2 TOE NAI1 (3-8d) 5-GUN NAILS 8d®3 6 GENERAL MTS12 100 CEILING JOIST TO TOP PLATE 24-10dx1�/2" EA. END 13872.3 O.C. EDGE & 6 O.C. IN THE HTS20 1450 1245 CEILING JOIST, OVER PARTITIONS FACE NAI (3�-16d) 4-GUN NAILS FIEL " NOTES MSTA24 1765 1270 9-10d EA. END 13872.4 CEILING JOIST TO ROOF RAFTER FACE NAI ' + 6-16d) 8-GUN= NAILS . ApJ - DJACENT LG - Long MSTA36 2050 1870 13-1Od EA. END 13872.8 MANUF_ Manufacture TOE NAI (2-16 d) 3-GUN NAILS BM - B AM © =ARCHITECTLMZAL IF A NSIONS FROM JOIST/TRUSS TO PLATE - OTTOM MONO Monolithic ZTO ENSIONIS -16 d TO TRUSS BEAM BOT - TO THE 18 TRUSS/BEAM NAI 3-8d) 3-GUN NAIL'S' MONO TOE ( BRG FARING OC On Center E.0 DRAWINGS HTT4 3480 3080 RAFTER TO PLATE :. 1-5/g"0 ROD TO FTG. CMU - ONCRETE MASONRY UNIT OSB - Oriented Strand Board i. 0 JACK RAFTER TO HIP TOE NAI I (3-10d} 4-GUN NAILS. PERP - Perpendicular TO TRUSS BEAM DBL - OUBLE _ P m PLAN NAME 32-16d TRUSS/ BEAM GE BM. TOE NAI I�� ;:, •(2-r1,6d) 3-GUN' NAILS DIA -' D AMETER PRE ENG Pre Engineered 4670 2x RID - n EBERT RESIDENCE HTT5 5250 1_5/8'0 ROD TO FTG. ROOF RAFTER TO _ , EA - E CH PSF Pounds per Square Foot DESIGN/DRAWN/CHECKED -10d TO HEADER CONT. HEADER, TWO PIECES FACE NAL.• 16dC� 16 OC. "O EDGE EE .- E CH END PSI - Pounds per Square Inch -p cs MK LAP 6 10655.113 US28 930 780 -rlJp TOE NAI � (3-1 fid) 4-GUN NAILS EOR - NGINEER OF RECORD PT _ PRESSURE TREATED L S Tie � DATE 4-10d TO JOIST CONT. HEADER TO EQ -- ::E UAL QT Quick 4-GUN NAILS - XTERIOR REINF - Reinforce o4.>>.�s 14-16d TO HEADER 6 STUD TO SOLE PLATE TOE NAI1 (3-16d) EXT 10531.3 � LORIDA BUILDING CODE SF - Square Foot CONTROL NO. HU410 905 785 IST1 (16dFBC - TO JO TO JOIST BLOCKING FACE NAIL C� 16"} GUN NAIL ® 8" ATION SPF -Spruce Pine Fur 4360 6 16d SOLE PLATE / _ FDN . OUND TRUSS ID. 5 "� ROD w 12-16d 10849.6 FT F OT SYP --Southern Yellow Pine _ ABU44 2200 /8 / FTG DOTING THRU Through 5 " ROD w 12-16d 10849.6 NAIL SPECIFICATIONS ABU66 2300 /s � HDR , - FADER TYP - Typical LPA NO. 3x0.131"O = GUN NAILS 2x0.113 = RINK SHANK HORI2 � HORIZONTAL UON - Unless Otherwise Noted EaER-16-001139 SET N/A N/A SIMPSON EPDXY-TIE 11506.4 x0.131"� = 8d VERT - Vertical 2"x0.113"� = 6d '/2 LBS OUNDS SHEET 10-16d TO STUD/BEAM/POST " _ 1/2"x0.162"O = 16d WWF - Welded Wire Fabric S000 1675 1675 11496.3 3 x0.148 � 10d LTT20B -� IV to ROD TO FTG. 1 t/ "x0.148"� - 10dx1 '/2" 1 /2"x0.131"0 = 8dx1 /2" 1 /2 2 ; LSTA12 805 695 10-10d 13872.5 SHEET 1 of 16 CS16 1705 1705 13-8d 10852.1 I ; t i I it 9 S3.0 S3.0 Lou Pont - I igo and Associates, Inc. III lo 420 Osceola Avenue _ I - - - - Jax. Beach, Florida 32250 J L - - - - - Ph.242-0908 Fax.241-9557 r - - - - - - T - - - - 7, F2' ( o - - - - - � FL:CA# 8344 SC:CA#3579 /! ,Y, S 3.0 KGEI Is » f » ) » ) » f ff /�� 00 00 10 -2 3 4 7 -3 -5Lor 17 6 I No. 7 ;2 S3.0 r -� 711 I • • s � 6 I I 1 -o'. STAT' o �r� .i i f i.� t°1�, r j�� J a r t � i� •♦ A% � ` � N 1 S3.0 , , ,� Y f '� , ,I S3.0 .,O . o0 ORI n(i F2.5 QJ�A� rIajAaaattta MONO FOOTING TO » 1 I I STEMWALL w/ 2-#5x30 I I Christopher J Sa6ourin PE S3.0 PROVIDE 2-#4x4'-0" ;� I OWELS EPDXIED 6" MIN. FL PE#71461 CORNER CRACK BARS L - - - - - - - - - _ - A T SLAB MID-D PTH. I r"`;TE�SIONS DATE I I 0 N I I F I 6 I » I I I 1 5 53.0 I I I I 6 4'-6" '-10' S3.0 I I I 11 PAVERS BY 6" SLAB B w 4 - - � FlELD ALTERAI'ION OTHERS I I / # I I I I @ 1 0.C. E.W. o I 6 BOTTOM 1 I I 12"X24" MASONRY CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD 6,_6» '-0„ 0 S3.0 I PILASTER w/ 4-#5 MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL VERTICAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 AWCU ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. F2.0 I � I I I I I I MONO FOOTING TO 10 1 I I 4" CONCRETE SLAB w/ )) S3.0 I CONCRETE WALL BY POOL I 6x6 W1.4 W1.4 WWF ON I STEMWALL w/ 2-#5x30 I I STAIRS ` OTHERS BY OTHERS 6MIL VAPOR BARRIER IN I I DOWELS EPDXIED 6 MIN. I BY OTHERS PREPARED GRADE. 3 8 i I S3.0 I I - s3.O � I I 3 " PROVIDE AW CUTS PER °' - - - - - - - W Q S3.0 SIO 4/S3.00 BUILDER TO j I COORDINATE WITH FINISH I I M PAVERS BY FLOOR MATERIAL. I W 6 OTHERS I I 2 SIO I I V_O I I I S43.0 S3.0 _ � - - - - - - - - - - � -PROVIDE 2-#4x.4'-0' I I •: :} I Cil >- ;,. CORNER CRACK BARS I I ( I z AT SLAB MID-D PTH. W 12"x12" MASONRY PILASTER I I - - I w/ 2-#5 VERTICAL I I _ SAWCUT I r - - - - - - - - - - - J I V-O z 1 1 d- 6 4 » ff Q S3.0 11 Q 24 x12 x36 LONG F_ w 0 1 I S3 0 I I FOOTING w/ 3-#5 53.0 M 0 0 FOOTING TO I 7 L F2.0 I SIO °F STEMWAL w/ 2-#5x30 I E-- DOWELS EPDXIED 6" MIN. I y j Loi ni 2 S3.0 S3.0 I O IC L - - - I - �- - - - - - - - - - - - - - - � Ir3�� - - - - - - - s3.0 X1111 F Q - o 0 3 �- - - - - � I - - - - - - I s3.0 - � � I L - - - J s - - - - - - - - - - - - SIO 12 Le Ei 1 S3.0 S3.0 FOUNDATION " PLAN tl , R w r' t. t A OFFICE �� DO NOT SCALE DIMENSIONS FROM FOUNDATION PLAN UNCLEAR REFER TO THE a THESE DRAWINGS.IF A DIMENSION IS ARCHITECTURAL DRAWINGS OR SCALE: 1/4" 1'-0" CONTACT THE E.O.R. 1 PLAN NAME FOOTING SCHEDULE AND NOTES EBERT RESIDENCE DESIGN/DRAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS MK LAP F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. DATE F2.5 2'-fi" 2'-6" 1'-0" 3-#5 EA. WAY BOT. 04.11.16 F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. CONTROL NO. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. 4360 F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. TRUSS ID. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. - 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE LPA NO. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, EBER-16-00189 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SHEET L4 0 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 959 MODIFIED S190 PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 20F 16 i MASONRY NOTES: 1. MASONRY WALLS SHALL BE REINFORCE WITH 1-#5 VERTICAL @ 48" O.C., AT CORNERS, JAMBS, AND WALL INTERSECTIONS. x b# SEE 2/S4.0 FOR ADDITIONAL REINFORCEMENT AT JAMBS - O VE R 49-499 . t 1 1 2. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C. Lou P o n t i go a n d S6.4 Associates, Inc. 3. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT AND T/CMU '-8" 3 ALL CELLS BELOW GRADE. SEE SO.0 FOR GROUTING NOTES. 420 Osceola Avenue S6.1 8" CMU WALL )ax. Beach, Florida 32250 4. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND Ph. 242-0908 Fax.241-9557 WOOD FRAME WALL0 SEE 1/S4.0 (TYP.) SHALL NOT BE USED FL:CA# 8344 SC:CA#3579 TO MASONRY WALL PER 7/S4.0 T CMU = '-4" _ _ _ _ _ _ �. T/CMU = 9'-4" 5. AT WALL CORNERS AND INTERSECTIONS, WALL COURSING SHALL INTERLOCK, EVERY OTHER COARSE. H U 41 x )1 2 5 H U 1 (2)2x6-1/1 8x16" MASONRY MASONR POST. STUDS TO -MASONRY 6. SEE SO.0 FOR MASONRY BLOCK AND GROUTING e t a: ' LINTEL SEE 2/S6.2 HANG SLAB W/ HTT5 H ER SPECIFICATIONS ��•Rl � °°• Q o, .� 41 X TOP PLATE TO KINGS MASONRY RAKE No.7 CNI W MSTA24. STUDS 3.5x7 1.8E WALL SEE 3/S6.3 SYMBOLS LEGEND / RALLAM = ST ---- . - .. TO SLAB W DTT2Z w I / ; , , I 3S,L PlT I , lid • cv i I' DDEN ---------- DINE DESIGNATES SIDE ESIGNATES LOF WALL L THE I THE �o �< 2 �p al: B 1M' AB VE _ _ _ _ SW SHEARWALL SHEATHING TO BE , •'. iJQ .• NAILING: %•, •`• R.•••• ,•�� - -" _ _ _ _ _ APPLIED. 8d ® 3/6 DESIGNATES 8d ., �s IL S6.2 ^ 2x6 SPF#2 8dO3 fi COMMONS ® 3" O.C. EDGE & 6" O.C. y�q S,Q \v ` 4 TT5 w/ 5/8 POST. STUDSwool "IN THE FIELD" '' ' "` ` -- .� THREADED ROD- : 8x16" MASONRY Christopher ) sabourin PE T SLAB W DESIGNATES THE NUMBER OF PLY'S, / LINTEL SEE 4/S4.0 EPDXIED 8" MIN (2)2x8-1�2 HEADER SIZE, & JACK/KING STUDS F L P E#714 6 l HTT5 c0 IIIm NEEDED FOR HEADER OPENING. IIIA CIS! N - BEAM OR TRUSS, SEE PLAN �. Q REVISIONS DATE (2)2x6-1/1 m DESIGNATES CMU WALL - DESIGNATES INTERIOR LOAD BEARING MASONRY RAKE 1 - T/CMU = 9'-4" (� •' WALLS. STRAP EACH END OF WALL SEE 2/S6.2 S6.1 BEAM w/2-MSTAM24 DESIGNATES SIMPSON HTT5 W/ %-0 � III STRAPS (TYP) THREADED ROD EPDXIED 8" CYPRESS BRACKET SEE \ II N FAD;:W::R�AMN 1/S6.0 (TYP, 4 PLA ES) N II DESIGNATES SIMPSON D172Z W/ }¢"0 CONTRACTOR SHALL CONTACT LOU STRAP HEADER I _ N S THREADED ROD EPDXIED 4" PONTIGO£t ASSOCIATES PRIOR TO -I MAKING ANY STRUCTURAL FIELD PER 3/S5.1 I > U MODIFICATIONS WHICH MAY VARY " A307 DIAMETER THREADED ROD FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY iU') III 1 TERMINATES AT FIRST FLOOR TOP FIELD ALTERNATIONS MADE PRIOR TO PLATESEE DETAIL 1 .1 3 2 x 6 SPF#2 N , S5 / BEING APPROVED BY LOU PONTIGO$ T. `- S6.2 ASSOCIATES MAY RESULT IN POST.S N ADDITIONAL ENGINEERING OR . " A307 DIAMETER FULL HEIGHT INSPECTION FEES. (3)2 x 6 SPF#2 *' THREADED ROD, SEE DETAIL 1/S5.1 E j POST. STUDS N TO SLAB W/ Iq I N HTT5 d- wlll 12x24 MASONRY o � W000 WALL TO CMU WALL NOTE: > STRAP HEADER I N PIER W/ 2-#5 IN � Q II AT ALL CONDITIONS WHERE SECOND 111114 EA. PIER FLOOR EXTERIOR WOOD FRAMED 1 II PER 3/S5.1 04 wlll III N WALL ALIGNS OVER CMU WALL I s6.o � N mul BELOW, WOOD FRAMED WALL MUST v •• (2)2x6 SPF#2 BE SET BACK THE THICKNESS OF \ POST. r: T = '-0" THE EXTERIOR SHEATHING SO THAT CMU 8 T/CMU FINISH ALIGNS. i W Q NOTE: WHERE NON-PRESSURE I PROVIDE (2)INTERMEDIATE JACK 2x6 SPF#2 @v J TREATED WOOD BEARS ON CMU o � I STUDS. HEADER TO STUDS W/ 16 O.C. STUD PROVIDE 2-LAYERS OF 30 LBS.Q WALL = ROOFING PAPER BETWEEN w MSTA24. STUDS TO SLAB W/ C-4 WOOD & CMU WALL. DTT2Z _ �. 12x12 MASONRY PIER ii ® o 0 I STRAP HEADER - C-4w w/ 2-#5 VERTICAL :qk_ �-- T CMU = 12'-0" PER 3/S5.1 LL_ J 00 2 2x6 SPF#2 @ 12" O.C. II S6.4 to L 4 Ld 0 71 71 ~ .,: (2) 9.5 LVL-2/3 > ¢ ; (4)2x6 SPF#2 IU i (3)2x6 SPF#2 O 2x6 WOOD POST. STUDS TO o0 o FRAME WALL wiH a SLAB W HTT5 ST. STUDS MASONRY RAKE T111 / 04 SLAB W/ HTT5 WALL SEE 3/S6.3 w CV N l II 12"x16" MA RY II z LINTEL SE 4 4.0 U U O 8x16 MASONRY`- LINTEL SEE 4/S4.0 EEc Lj T/CMU = 12'-0" - T/CMU8'-0" = -0 CO)�° d 8 CMU = '-0" 2 (3)2x6-1 1 (3)2x6-1/1 T/ 1ST LEVEL S6.1 WALL 2 2 Sfi.3 S .3 S6.3 FRAMING PLAN FIRST' LEVEL WALL FRAMING PLAN SCALE: 1�4" = 1'-0" DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS FR AM N G g NOTES: UNCLEAR REFER TO THE 1. FORfiYPICAL WALL FRAMING SEE DETAIL 1/S5.0. ARCHITECTURAL DRAWINGS ORCONTACT THE E.O.R. 2. ALIt �UILT-UP POSTS, HEADERS AND BEAMS SHALL BE FASTENED PER 2/S5.0. 3. T/CM;�U DENOTES TOP OF MASONRY BLOCK. PLAN NAME •� EBERT RESIDENCE DESIGN/DRAWN/CHECKED CS MK LAP m DATE 0 04.11.16 CONTROL NO. 4360 TRUSS ID. LPA NO. EBER-16-00189 ; ., SHEET S191 SHEET 3 OF 16 i 2x8 P.T. SPF#2 ROOF 1 RAFTERS ® 24" O.C. Lou Pontigo and S6.4 Associates, Inc. 2x6 BLOCKING FOR RAFTER TAILS, 3 420 Osceola Avenue 2-TRUSS BAYS © SEE DETA L 2/S6.1 86.1 Jax. Beach, Florida 32250 32" 0.C. Ph.242-0908 Fax.241-9557 ---- FL:CA# 8344 SC:CA#3579 2x6 P.T. SPF#2 ROOF RAFTERS 01(8 (1 ) E02( E01(3)Li RAKED CMU PONY @ 16" O.C. w/ 2x6 P.T. SPF#2 WALL, SEE 3/S6.2 LEDGER. FASTEN LEDGER TO A lulls......Efflarr MASONRY w/5-10d @ 16" O.C. 2x6 BLOCKING FOR �``0� � �.�. 2-TRUSS BAYS C� .••°' "'''••. L L L L (P rT 66e 32 2x8 OVERFRAME RAFTERS = No 1 __ ® 24" O.C. w/ OVERFRAME LEDGER SEE 6/S5.1. ST F co co n m m cD - E :xi,, s f''` t°, ::•Grf S' y'. t. :; ! i ;.,. N N N N N . •• ' N 2 S6.2 >.,,��5'S,�O ��.. )H T51 6 C ''''��,,NAI(4)HTS16 THA422 Christopher J Sabourin PE SIMPSON DTT2Z AT THA422 F06(4) EA. 2x6 BLOCKING, FL P E#714 61 ff m THA422 SEE 3/86.2. RE\/ISIQNS DATE it i N N FT N N N N N SIMPSON DTT2Z AT - EA. 2x6 BLOCKING, 05B THA 2 SEE 3/S6.2 _.,.-- (2)HT M16 HTS16 H�TS16 H01 A FHTU26 RAKED CMU PONY RAFTER TAILS, 1=71 1 F WALL, SEE 2/86.2 SEE DETAIL 2/86.1 HTU26 F05A �ALTERAT N THA4 2 OSB BLOCKING 2x10 LE G t PANEL SEE FASTEN TO EA. N CONTRACTOR SHALL CONTACT LOU Q PONTIGO 8 ASSOCIATES PRIOR TO F05(2) 4/S5.2 (TYP) � "nJ26 TRUSS w/(9)1Od = _ MAKING ANY STRUCTURAL FIELD 1 FROM THE INTENT/OF TH ORIGIANAL JOIST E A SIDE 0 F F- 104 - - - -- - - - S6.2 CONSTFIELD ALTERNATIONS ONS MADE PRIOR TO BRACKET (TYP) UCTION DOCUMENTS.ANY HTU26 BEING APPROVED BY LOU PONTIGO e SULT IN F04 w BM6 (2)HTS1 T&G CEILING AT BOTTOM ASSOCIATES ENGINEERING ADDITIONAL ENGINEERING OR ~ HTU26 CHORD OF TRUSS SEE INSPECTION FEES. Q 2 H TS16 HGUS412 10/S4.0 � THA422 I 3 HTU26 2 S5.2 THA422 F03 4 F08(4 HTU26 1 ( ) M 86.0 THA422 m r. HTU26 THA422 (2)H TSM 16 Tues , w Q -07 I HIP TO CMU W/ STEEL B AC�(ET. SEE DETAIL RAFTER TAILS, !' 5` 85.2 TYP 4 PLACES) SEE DETAIL 2/S6.1 i F02(5) r' 2x6 BLOCKING FOR S .4 2-TRUSS BAYS Q z OSB BLOCKING 2x6 OVERFRAME RAFTERS 32" O.C. PANEL SEE @ 24 O.C. w/ OVERFRAME E4/S5.2 (TYP) LEDGER SEE 6/S5.1. J B M 5 TO WALL z /-W/ 3 HTS16 O( ) Cn S6.2 2 HTS16 Q N N O Q F01(3) co _ ~ SIMPSON DTT2Z AT °~ Q 2 HTS16 \-2x8EA. 2x6 BLOCKING W A ►�`ti z w ( ) SYP#2 LEDGER. FASTEN w/ G 7-10d COMMONS @ 16" O.C. SEE 3/S6.2. [ ':�111 -TII r\ I j Ik N N !N HTU26 HTU26 N F- i f r 4 i H G U S 41 4 HTU26 0 HTU26 ! HANGER 1x6 T&G CEILING. FASTEN TO EA FRAMING-,-' 1� r' EXTEND BEAM TO MEMBER W 2 10d AC EPT HAN R / C ) RAKED CMU PONY 1( 0 f 01(4 AO 11) WALL SEE 3/S6.2 31111111111 DIMD ... \� RAFTER TAILS, 2ND FLOOR t 3) O C 3 0 2 SEE DETAIL 2/86.1 0E:1v O v 56.1 AND LOWER HIP TO CMU W/ STEEL 2x6 P.T. SPF#2 ROOF �� BRACKET. SEE DETAIL RAFTERS @ 24" O.C. 2 2x8 P.T. SPF#2 ROOF RAFTERS ROOF TRUSS 5/85.2 (TYP 4 PLACES) s6.3 S.3 C� 24" O.C. w/ 2x6 P.T. SPF#2 Pr 3 SDWC15600 SCREWS EA. ,� LEDGER. FASTEN LEDGER TO OdUCtS PLACEMENT SIDE OF HIP (12 TOTAL} A,, TRUSS TOP CHORD w/5-10d C� PlotlD Length Product Plies Net Qty Truss Connector Total List 16 O.C. BM1 24-00-00 onCENTERO LVL 2.0E4;1 3/4" x 20" 3 3 PLAN 00 NOT SCALE M a n of Product Qty B M 2 2 0-00-00 o n C E N T E R@ LVL 2.0E 1 3/4" x 20" 2 2 THESE DRAWINGS.OI F A DIMENSION IS HTU26 42 BM3 10-00-00 onCENTER® LVL 2.0E 1 3/4" x 20" 2 2 UNCLEARALDRTONGE ARCHITECTURAL DRAWINGS OR TRUSS ROOF RAFTER NOTES: STRAPPING NOTES CONTACT THE E.O.R. THA422 10 BM4 8-00-00 onCENTER® LVL 2.0E 1 3/4" x 20" 2 2 1. STRAP TRUSSES AND ROOF RAFTERS TO B -ARING �� o PLAN NAME Simpson HGUS412* 2 WITH 2-12d TOE AILS & 1-SIMPSON H3 UPLIFT BM5 6-00-00 onCENTER® LVL 2.OE 1 3/4 x 16 2 2 '17 EBERT RESIDENCE STRAP UNLESS HERWISE NOTED BM6 10-00-00 onCENTERO LVL 2.0E 1 3/4" x 20" 2 2 DESIGN/DRAWN/CHECKED C' CS MK LAP SECOND FLOOR AND DATE 04.11.16 CONTROL LOWER ROOF TRUSS PLACEMENT PLAN NO. SCALE: 1/4" = 1'-0" 4360 TRUSS ID. NOTE: 1. FASTEN ROOF TRUSS. TO TOP PLATE w/ 2-12d TOENAI S AND UPLIFT CONNECTOR; SEE PLAN. LPA NO. j EBER-16-00189 s!' SHEET S200 SHEET 4 OF 16 I; 1: I :f MASONRY NOTES: . 1. MASONRY WALLS SHALL BE REINFORCE WITH 1—#5 VERTICAL @ 48" O.C., AT CORNERS, JAMBS, AND WALL INTERSECTIONS. SEE 2/S4.0 FOR ADDITIONAL REINFORCEMENT AT JAMBS OVER 4,-4» 2. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C. Lou Pontigo and v Associates, Inc. 3. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT AND i ALL CELLS BELOW GRADE. SEE SO.0 FOR GROUTING NOTES. 420 Osceola Avenue t Jax. Beach, Florida 32250 4. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND Ph.242-0908 Fax.241-9557 SHALL NOT BE USED FL:CA# 8344 SC:CA#3579 i 5. AT WALL CORNERS AND INTERSECTIONS, WALL COURSING SHALL INTERLOCK, EVERY OTHER COARSE. 6. SEE SO.0 FOR MASONRY BLOCK AND GROUTING ,��.� SPECIFICATIONS "�.�� 1 /Va STRAP WALL TO _ V�: $I BEAM BELOW DER DETAIL 1/S5.2 No. 1 ;2 SYMBOLS LEGEND ; STA F ;• ; o i.� ;.•�� _; r ..I ,. �,, DESIGNA ---- a s« � e;�I ,, t 1 i { L, i ,. s TES SHEARWALL. THE HIDDEN • :, a r � I g IM'. �; � .-,. I .1 ! k; ---------- THE LINE DESIGNATES SIDE OF WALL ••.�(� ••�� `� � SW SHEARWALL SHEATHING TO BE -�'. `••.. ...•'' �.�` E ? • NAILING: APPLIED. 8d ® 3/6 DESIGNATES 8d COMMONS ® 3 O.C. EDGE & fi O.C. ' �i ON!41LIJ -.E�E ` IN THE FIELD Cl- J ! ' DESIGNATES THE NUMBER OF PLY'S. Christopher ) S a U o u r i n P E Q0 ' _j \ � (2)2x8-1/2 HEADER SIZE, & JACK/KING STUDS F L P E#714 61 NEEDED FOR HEADER OPENING. m J cv Q v —— BEAM OR TRUSS, SEE PLAN DATE Q W N W 0t j DESIGNATES CMU WALL m 0 W CV a \ DESIGNATES INTERIOR LOAD BEARING Q \ WALLS. J � I 6x12 CYPRESS m J cv 6x6 CYPRESS POST.FASTEN _ _ Q DESIGNATES SIMPSON HTT5 W/ %"0 POST TO 6x8 CYPRESS BEAMT < :2 `- THREADED ROD EPDXIED 8" UJ w/ SIMPSON H L3P C w/ (2)3/4" I Cn m o FIELD�►LTERATION HOT DIPPED GALVANIZED V) STRAP WALL TO S6.0 w Y2 I N TRUSS BELOW PER DESIGNATES SIMPSON DTT2Z W/ "m CONTRACTOR SHALL CONTACT LOU THROUGH BOLTS SEE 2/S6.0 \ THREADED ROD EPDXIED 4 i DETAIL 2/S5.2 MAKING ANY STRUCTURAL FIELD F ELD (TYP, 4 PLACES) CL I �pMODIFICATIONS WHICH MAY VARY C) xA307 DIAMETER THREADED ROD I cv "00 X FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY N M TERMINATES AT FIRST FLOOR TOP FIELD ALTERNATIONS MADE PRIOR TO PLATE, SEE DETAIL 1/S5.1 BEING APPROVED BY LOU PONTIGO a xASSOCIATES MAY RESULT IN �p I ADDITIONAL ENGINEERING OR % » A307 DIAMETER FULL HEIGHT INSPECTION FEES. THREADED ROD, SEE DETAIL 1/S5.1 (3)2x6 STRAP TO FRAMING BELOW 0 w cel w I I W/ (2)CS16 \ _j °- V) WOOD WALL TO CMU WALL NOTE: i Q o AT ALL CONDITIONS WHERE SECOND o 1 X _j w FLOOR EXTERIOR WOOD FRAMED N N al N m Q WALL ALIGNS OVER CMU WALL ry :2 w BELOW, WOOD FRAMED WALL MUST X I of F- w BE SET BACK THE THICKNESS OF w m THE EXTERIOR SHEATHING SO THAT _ L' STUCCO FINISH ALIGNS. 3 C I NOTE: WHERE NON-PRESSURE w Cf)m I TREATED WOOD BEARS ON CMUM 6 _j PROVIDE 2-LAYERS OF 30 LBS. LJ..1 a_ I s o _jz v I v ROOFING PAPER BETWEEN t t 1 J N , N WOOD & CMU WALL. �•i••� U X � cD I ca N VA w { (3)2x6 STRAP TO N J 6x12 CYPRESS FRAMING BELOW W/ (2)CS16 x LL. f N J z ow \ 1— (V Lf) _j 3:: V) _j J< 0 [n O\ N Q o"N _j 0 Ld _j � W J Q_ m < < mQ I- Q w V) W o 2x6 SPF#2 12 0. U) w o ao FULL HEIGHT WALL. m (3)2x6-1/1 CS3)2x6-1/1 (3)2x6-1/1 I STRAP WALL TO BEAM BELOW DER DETAIL 1/S5.2 2ND LEVEL WALL FRAMING a PLAN i DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR � CONTACT THE E.O.R. i � 1 SECOND LEVEL WALL F EBE MING PLAN PLAN NAME RT RESIDENCE SCALE: 1/4" = 1'-0" DESIGN/DRAWN/CHECKED CS MK LAP FRAMING NOTES: DATE 1. FOR TYPICAL WALL FRAMING SEE DETAI 1/S5.0. 04.11.16 2. ALL BUILT—UP POSTS, HEADERS AND BEAMS SHALL BE FASTENED PER 2/S5.0. CONTROL NO. 3. T.O.W DENOTES TOP OF WALL. 4360 TRUSS ID. LPA NO. EBER-16-00189 SHEET S201 SHEET 5 OF 1 6 SYMBOLS LEGEND Y HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. Lou ('o n t i g o a n d 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SQa Associates, Inc. 4 WHEN PLACE UCL S SING (DIAGONALLYP CROSS S ON / LUMBER,2" WIDE DOUBLE TOP PLATE FROM EACH OTHER. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA# 3579 RAFTER TA LS, RAFTER TAIL TO SEE DETAIL 1/ 6.1 RAFTER TAIL TO IAER tltNt!!U!ry�li///i TRUSS W A35 TRUSS W/ A35 J, / ,,� N, M or •• N . 7 M 11 11 0 -'° S T O F ---- s � RAFTER TAIL TO RAFTER TAIL TO TR SS W/ A35 TRUSS W/ A35 Christopher J Sabourin PE RAFTER TAILS,-/ F L P E#714 6 l SEED TAIL 1/S6.1 HTS 16 HTS 16 01 A RAFTER TAILS, REv�sioNs DATE 1 SEE DETAIL 1/S6.1 S6.1 MO A CV) RAFTER TAIL TO 2x6 OVERF AME RAFTERS TRUSS W/ A35 FlELD ALTERATION o @24" O.C. w/ OVERFRAME CONTRACTOR SHALL CONTACT LOU T- PMAKING ANY STRUCTURAL FIELD LEDGER SE 6/S5.1. E D (2)HTS1 0 '3 FROM THE INNTIENT/OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a 2x6 OVERFR ME RAFTERS 101 ASSOCIATES MAY RESULT IN @ 24" O.C. w OVERFRAME 2s LJ RAFTER TAIL TO AODrr►oNPECTIO ENGINEERING INSPECTION FEES. LEDGEF SEE 6/S5.1. HTS1 TRUSS W/ A35 02 HTU26 1 4 Truss Connector Total List 1 56.0 bolOAK& HTU26 Manuf Product Qty O HTU26 7 HTU26 HTU28 3Ile 2 � RAFTER TAILS, 2x8 RIDGE SEE DETAIL 1/S6.1 U T&G CEILING. w SEE 1/S6.0 H I L I:et1 S6.1 � J M02 2 H TS16 ❑ " 2 o J42 RAFTER TAIL TO - .j TRUSS W/ A35 Ln >7 HT. 16 M01 Z 1 w s6.1 J 3 v am O LCL (2)HTS16 RAFTER TAIL TO 0 JO TRUSS W/ A35 RAFTER TAIL TO Jul =; > J01 TRUSS W/ A35 w O Joi W RAFTER TA'L TO RAFTER T ILS, RAFTER TAIL TO y SEE DETAIL. 1/ 6.1 TRUSS W/ A35 TRUSS W/, AAA J I 1 ' r i � � I i i 1 i _ UPPER A ROOF R�CJF PAMING PLAN FRAMING UPPER -0' PLAN I SCALE: 1/4" = i DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME EBERT RESIDENCE DESIGN/DRAWN/CHECKED CS MK LAP �Tt DATE 04.11.16 0 CONTROL NO. rn 4360 TRUSS ID. LPA NO. EBER-16-00189 SHEET S2,02 SHEET 6 of 16 i ,k #5 VERTICAL WALL c� REINFORCING. SEE PLAN. & w CMU WALL . _j BEYOND I AT WALLS GREATER THEN J 0- I 1#4 CONT. Lou Pontigo and I I Associates, Inc. 4'-0" HIGH, NOTIFY E.O.R. FOR TEMPORARY BRACING o STEP, SEE I 1 8" CMU STEM WALL w/ #5 LAYOUT PLAN. '� ARCH j j BEND VERT. BAR VERTICAL REINFORCING SEE PLAN 42o Osceola Avenue SLAB ON GRADE, Ph.2428-0908 Florida Fax.241-95557 SEE PLAN. 1 24 INTO SLAB = FL:CA# 8344 SC:CA#3579 Y2 EXPA SION JOINT SLAB ON 0 s LOPE IF REQ'D d x^moi. z /4 DEEP SAWCUT w/ n GRADE OR CONC. - VERTICAL STEMWALL REINFORCING GRADE OR CONCRETE —d GRADE, GRADE OR CONC. _ ELASTOMERIC SEALANT d�, _ SEE PLAN SLAB, SEE PLAN. a SLAB ON GRADE, SLAB ON GRADE, SLAB, SEE PLAN. \ SEE SCHEDULE w 6" HOOK INTO SLAB SEE PLAN " '''`'��. FOOTING. MATCH #5 VERTICAL - a Q SEE PLAN. SEE PLAN QNER�, �,��.,,�� rYNr• �\�_ I 111 .III f I ,.-- z � ,,-- ^�, •• ,�--______--___ ,,, ,� +•+++�� •••.� WALL REINFORCINGOro I - / /��- ,_,_, / .-��/ ` ° •'' �� ` 'A. 00 STEMWALL SCHEDULE �� I ! III I f -`/\�\00 � \/�/ - No. 1 6 REBAR MUST BE 3 CLEAR r CMU REINFORCING \ �� a �, � � I III- � ' ��-: : * _ COURSES e` ��\'`��''�, 4. d w NOTES: ST • Q _r ,r v 1) PROVIDE SAWCUTS TO CREATE .•c 00 1 TO 6 #4 VERT. ® 4$ O.C. - APPROXIMATE 12 X 12 MAX. SQ. •♦� I...••' ': ''r :. ° a STEMWALL & FOOTING •a. o ' cS' ♦ ��,. 7 To 10 #4 VERT. @ 24 O.C. ` CONT. CONCRETE FOOTING � � �-:, � � 2) SAWCUT CONC. SLAB WITHIN 4 TO +''j''%%;,A �►E : `'s`. 20x10" 1-STORY, w/(3)#4 OR 2 #5 CONT. STEMWALL & OOTING, . � ^ SEE 1/S1.01 3 CLEAR 12 HOURS OF CONC. PLACEMENT. STEMWALLS OVER (6) COURSES TO ( ) SE 1/S3.0 TYP HAVE TRUSS TYPE HORIZ. JOINT 24"x12" ALL OTHER, w/(3)#4 OR (2)#5 CONT. REINF. BETWEEN EVERY OTHER Christopher ) Sabourin PE FL PE#71461 COURSE. FILL CELLS SOLID. 3" MIN REVISIONS DATE i! 2 �TEMWALL AT DI ORS 3 STEMWALL AT GARAGE 4 SAWCUT DETAIL TYPICAL STEMWALL FOOTING >, �, S3.0 SCALE: 3/4" = 1'-0" S3.0SCALE: 3/4"=1'-0" �-o \-�-o SCALE: 3/4 = 1 -0 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO 1#4 CON T. BEINASSOCIATES DMAY RESBY LOU PULLT IN O B ADDITIONAL ENGINEERING OR INSPECTION FEES. AT WALLS GREATER THEN 4'-0" HIGH, NOTIFY E.O.R. BEND VERT. BAR FOR TEMPORARY BRACING 24 INTO SLAB LAYOUT PLAN. i 4 • _ SLAB ON GRADE, � y SEE PLAN. PORCELAIN TILE BY OTHERS GRADE OR - �� » SLAB SEE PLAN. �\ #4 © 12 0.C. E.W. t -/` - a ' � - WALL FRAMING NN X /� \ I- » Q MATCH DOOR 3/4 `l�� d 4 . ` WIDTH, SEE ARCH. RECESS 2—#5 CONT. ° a d d 4 , o d d SLAB ONB ON A <p d I . . Q da. GRADE, . 4Q GRADE, STEMWALL & FOOTING, .- ^ — SEE PLAN. ` _ •°` a / �/ SEE PLAN. _� 0 611 N SEE 1/S3.0 �' -�- -�; -- � ^ ? - °O $ PAVING $ 0- THICKNESS 3" MIN BY BUILDER » 1#5 CONT. 1 _0" 12 x12 N 12x20" w/(2)#5 CONT. 10 XC w/(3)#4 OR (2)#5 CONT. E.J. MATERIAL Q PORCH THICKENED SLAB 8 BEARING AT INTERIOR �- 5 TYPICAL STEMWALL FOOTING AT 6 STAT DETAIL SCALE: 3/4"=l'-O" \Z%3.. 0 S3.0 SCALE: 3/4 = 1 -0 S3.0 \.S3.0 W i CONTINUOUS 8" #4 @ 12" O.C. E.W. PAVERS U-BLOCK BON a� BEAM w/1-#5 CONT. 8" BOND BEAM (BY OTHERS) 8" CMU WALL w/ #5 VER 8" CMU STEMWALL w/ A W 1- 5CONTINOUS. F.F. �° _ � w/ STD. 90' HOOK INTO FOOTING 5 VERT. HOOKED INTO / # SEE ARCH. 8 CMU��WALL w/ I Z ALIGNED w WALL REINFORCEMENT # TING Q 40" O.C. o _ #4Q 48 O.C. IN i� w / Foo e �/,`��`.�,`%� FOUNDATION GROUT FILLED CELLS. ABOVE. SEE PLAN OR SCHEDULE BEND 2'-0" INTO SLAB �� SLAB ON �� FOR SPACING (TYP) 4 GRADE, o �� p SECTION a SLAB ON GRADE, J SEE PLAN. > I H ( I I III III I ( I I s CMU W/ SEE PLAN. o #5 @ 32" OC DETAILS STEP SEE ARCH. LAN. '� III III I I ( CENTERED, GROUT .. GRADE p � b � �. •F '.,'. :-`_Ya �•_--_ • SLAB ON •• . •o• .A : III I I ( �� , ALL CELLS SOLID -.- GRAD _ ,i�f,��I�� / -�'' / GRADE a d . a. � ' ^ � ^ Z 1 '_�?_ d SEE PLA 4 .n j DO NOT SCALE DIMENSIONS FROM / . III THESE DRAWINGS.IF A DIMENSION IS d c / Q �i\� d UNCLEAR REFER TO THE \� ° / - PROVIDE HORIZONTAL JOINT ARCHITECTURAL DRAWINGS OR -, - � Q CONTACT THE E.O.R. CKENED �/ �%� TYP. FTG. i REINFORCEMENT AT 16" O.C. 4'\ TYPICAL SLAB, SEE 4 DOWEL 3-#5 CONT , WIDTH, SEE VERTICALLY, (EVERY OTHER PLAN NAME STEMWALL DETAIL 4B/S0.3. ># /i 3 w/ #4 @ 40 o.c 10 HOOK ALI N; „ „ CENTERED DETAIL 1/S3.0 COURSE 0 r EBERT RESIDENCE FOOTING. (NO ,RECESS) w/ VERT. REBAR x24 12"x24" CONCRETE "Ti DESIGN/DRAWN/CHECKED 24" CLEA FOOTING w/ 2-#5 wm 7 cs MK LAP STEMWALL VERSION MONOLITHIC VERSION (TYP). 4" CONTINUOUS 0 DATE AT CONTRACTOR OPTION, EITHER VERSION MAY BE USED m 04.11.16 n CONTROL NO. 0 4360 9 A/C SCREEN WALL 1 o ONO. FOOTING AT STEP-DOWN 11 CONCRETE STAIRS ON GRADE 12 RETAINING WALL DETAILS � TRUSS ID. S3.0 SCALE: NTS S3.0 �_o �_O - LPA NO. EBER-16-00189 SHEET S3,00 SHEET 7 OF�16 l II `I f { FOR OPENING OVER 4'-4" FOR 0 ENING TO 4'-14' - CMU/GONG. BOND BEAM AT 8x8 PRE-CAST LINTEL, SEE TO 9'-4" WIDE, PROVIDE WIDE, ROVIDE 1-#5 TOP OF WALL, SEE 6/SO.1 4/S0.1 FOR OVERALL LINTEL DEPTH AND REINFORCING 2-#5 VERTICAL EACH VERTI AL EACH SIDE : SIDE OF OPENING. OF OP NINA. .:.: 2"0 THREADED ROD 8x16 BOND 3-#5 VERT. DRILLED & EPDXIED w/ STD. 90' HOOK BEAM (TYP) 4- 4� 8" EMBEDMENT Lou Pont igo and TYPICAL WALL �..,.:....:::>. OR Associates, Inc. OPE ING, 8" CMU WALL TYPICAL WALL REINF. SEE SEE PLAN ;..:. Y2 x12" ��ANCHOR BOLT 420 Osceola Avenue AS PER PLAN JAMB REINF. SCHED. ON WITH 2 90 HOOK. W SEE 2/SO.1 REINF. SEE PLAN. SCHED. ON PLAN. 8X1 2 CM U AT )ax. Beach,Florida 32250 Ph. 242-0908 Fax.241-9557 8x16 BOND PLAN VIEW AT TYPICAL 24" O.C. w/ 2x2xPLATE WASHER. Yg" > FL:CA# 8344 SC:CA#3579 I I WINDOW DOOR OPENING 2x8 P.T. PLATE. BEAM (TYP) 11 2 CMU )AMB REINFORCI GOPEN BOTTOM LIN TEL BLOCK WI TH �_o SCALE: 3/4" = 1'-0" 1-#5 (TYPICAL) I ,�► . �,� +V,i . • No. 1 WALL ELEVATION 25" LAP MIN. 1— 5 VERTICAL EACH SOLID BOTTOM CO NER, INTERSECTION, 8» PRECAST LINTEL - — ICA - 1 ! � g I WITH 2 #5 (TYPICAL) ... E F 4 : PLANR Ci I ,I f CMU LINTEL o ., 8x16 BOND BEAM w/1-#54LLz .,, t��s• .,,..e • �'a,� TOP + BOTTOM. fit,.....!-611 HOOK VERTICAL WALL REINF. AT 8" CMU WALL. Q. Christopher J Sabourin PE J • TOP OF WALL INTO CONC. TIE _j CMU LINTEL NOTES: FL P E#71461 Q BEAM OR CMU BOND BEAM. IF Un 1) USE THESE LINTEL DETAILS U.O.N. ON PLANS. o z WALL TERMINATES AT STAB, cv 2) FOR OPENING LOCATIONS, SEE ARCH. PLANS. REVISIONS DATE a o < • HOOK REINF. INTO SLAB. �y; � •. #5 HORIZONTAL TIE BEAM '� 3} PROVIDE 8" BEARING EACH SIDE OF OPENING. \#5 VERTICAL TO TOP o- OF BOND BEAM STEP. Z z REINFORCING (ONLY ONE 4) GROUT LINTEL SOLID. Q o w W vi J BAR SHOWN FOR CLARITY). a. 5) BOTTOM SHALL BE A SOLID PRECAST LINTEL. CO Q W z w FILL ALL CELLS SOLID o- w 4 • V) o a- WITH GROUT THAT W V) REINFORCIING AND VERTICALRE ALL `� 3 TYPICAL HORZONTAU ORNER SPLICE 4 TYPICAL CMU LINTEL MASONRY WALL STEP 5 CELLS BELOW GRADE. '�: S4.0 SCALE: 3/4" = 1'-0" 4.0 SCALE: 3/4" = 1'-0" S4.0 SCALE: 3/4" = 1'-0" 0 JOINT REINF. rRELD ALTERATION _ AT 16"O.C Z z o CONTRACTOR SHALL CONTACT LOU _ Q I- PONTIGO B ASSOCIATES PRIOR TO (� MAKING ANY STRUCTURAL FIELD _ V W MODIFICATIONS WHICH MAY VARY W U W (n FROM THE INTENT OF THE ORIGINAL 3.1 Q W Z W W ! CONSTRUCTION DOCUMENTS.ANY o W m O p V) 0 i FIELD ALTERNATIONS MADE PRIOR TO J U U) z BEING APPROVED BY LOU PONTIGO 8 Q ASSOCIATES MAY RESULT IN (' ;�:��,. I INSPECTION FEES.ADDITIONAL ENGINEERING OR •r' Z F= DWLS. TO MATCH -; — — — — — — o 0 VERTICAL REINF. (TYP. U.N.O.) PLAN SECTION ~ CLEAN OUT HOLE o J Uj 0 z W AS REQUIRED 8' CMU WALL. co WALL FOOTING SEE PLAN CMU WALL FASTEN 2x8 P.T. SYP#2 HIGH HT. GROUTING NOTES: :•r:. ��•:; WALL SECTION 1. MAXIMUM GROUT POUR HEIGHT SHALL WINDOW/DOOR B3UC�K TO 8 BE 12'-0". MU w/ /4 �x2 /4 TAPCONS STUD WALL w FRAMING SEE 24"o c; INSTALL 3 MIN. PLAN—\ z LOW HT. GROUTING NOTES: 2. IF HIGH LIFT GROUTING IS USED, F?EINF. � : - ACH SIDE. 1. USE 5'-0" GROUT POUR HEIGHT FOR SHALL BE FULL HEIGHT AND A CLEANOUT 2x_ P.T. STUD FASTEN w BAR SIZES #3 THRU 5. HOLE IS REQ'D AT CELLS WITH ;REBAR. TO CMU WALL 2x8 P.T. SYP#2 ' w/ 1/4"x3" TAPCONS _ ACED I N 5 LIFTS @ 16 0.C. 2. USE 5'-0" GROUT POUR HEIGHT FOR 3. GROUT SHALL BE PL INDOW/DOOR BUCK y BAR SIZES #7 AND ABOVE. TO PREVENT BLOWOUTS. z W 3. SEE SPECIFICATIONS AND STRUCTURAL 4. SEE SPECIFICATIONS AND STRUCTURAL LCL NOTES FOR GROUT TYPE AND GROUTED NOTES FOR GROUT TYPE AND GROUTED J CELL SIZE. CELL SIZE. z 1 TYPICAL WALL REINFORCEMENT 6 STRUCTURAL WINDOW/D OR BUCK 7 FRAME WALL TO CMU WALL DETAIL W Q S4.0 SCALE: N.T.S S4.0 SEE 1/SO.1 FOR INFORMATION NOT SHOWN. S4.0 SCALE: 3/4" = 1'-0" W ROOF SHEATHING PER t CONSTRUCTION SPECS. SHEAR WALLS — 24" 0.C. EXTERIOR WALLS — 48" 0.C. 2X6 P.T. SYP# NAILER FASTENED TO TOP OF ROOF TRUSSES ANCHOR BOLTS SHALL BE 3" MIN 2x6 P.T. SYP#2 NAILER WALL W/ 10d 6" O.C. OR JOIST. 2x4 SYP#2 DIA, & HORI . AND 12" MAX FROM CORNERS AND FASTENED TO TOP OF 2X6 P.T. SYP#2 NAILER BRACING @ 24 O.C. PLATE BREAKS WALL w/ 10d © 6 O.C. FASTENED TO TOP OF BETWEEN OUTER WALL 16d COMMONS @ 8" ON FIRST INTERIOR TRUSS. 16d COMMONS @ WALL W/ 10d @ 6" O.C. CENTER ENGINEERED 16d COMMONS @ 8» TOE NAIL EACH END 8" ON CENTER CMU PORCH SHEATHING, 2x8 P.T. PLATE. FLOOR TRUSS, ON CENTER w/4-12d NAILS (TYP) SEE SPECIFICATIONS CONTINUOUS RIBBON SEE PLAN FRAMING BOARD (TYPICAL) .............. ......................... ..... FLOOR SHEATHING FLOOR SHEATHING CONTINUOUS RIBBON " BOARD (TYPICAL) :: .... ... FLOOR IPLIFT CONNECTOR DETAILS 2x8 P.T. PLATE SEE SEE PLAN r a 'I I t 2x2xV SHEATHING 1x6 T&G CEILING DETAIL AT RIGHT FOR __.. __... ----- ---- -- --- WAS —10d 000o ti oeoo HER FASTEN W/ 2 .... _ -- --------- -- -> -- ` ' : O CMU LINTEL, - _ _ �, _. ,4 1x6 T&G CEILING �� SEE PLAN. ::::��--':: -- '-; - #. MMON�� ..... . . :::= - @ EA. TRUSS DO NOT SCALE DIMENSIONS FROM ANCHOR BOLT ..... - -� -- 2x8 P.T. PLATE SEE .:_ ... DETAIL AT RIGHT FOR : . I �, I. ...` '' O' ENGINEERED FASTEN W/ 2-10d THESE DRAWINGS.IFADIMENSIONIS ::: ANCHOR BOLT '-' UNCLEAR REFER TO THE .1'-'---------- -- FLOOR TRUSS @ EA. TRUSS ARCHITECTURAL DRAWINGS OR 000 ��--------------- osoe » CONTACT THE E.O.R. Y4 GAP TO CMU SEE PLAN Y"X12" ,-ANCHOR', ;BOLT WITH ® PLAN NAME 8d @ 3" O.C. 8x16 CONTINUOUS ,� ENGINEERED 2 , " . -� BOND BEAM w/2-#5 8d 3 O.C. Q 2 90 HOOK. 4r° \,----2x8 P.T. PLATE. ALL PERPENDICULAR HEADER EBERT RESIDENCE HORIZONTAL FLOOR TRUSS, OR 0 DESIGN/DRAWN/CHECKED 8x16 CONTINUOUS SEE PLAN '/2 THREADED ROD TO WALL TO WALL END m CS MK LAP #4 DOWEL @ 24 A 8x' 6 CONTINUOUS O.C. WITH 9" HOOK BOND BEAM w/2-#5 #4 DOWEL @ 24" DRILLED 8c EPDXIED w/ 8 BO D BEAM w/2-#5 DATE t" HORIZONTAL EMBEDMENT O o4.11.1s AT HORIZONTAL CONTROL NO. INTO FOUNDATION. O.C. WITH HO INTO FOUNDATION. "" 4360 FLOOR JOIST 24" O.C. w 2x24 #4 DOWEL @ 24» TRUSS ID. PERPENDICULAR TO WALL FLOOR PLATE WASHER.1 _"_� O.C. WITH 9" HOOKPARALLEL TO WALL _ SOLE PLATE INTO FOUNDATION. ANCHOR DETAIL LPA NO. �10TYPICAL PORCH SHEATHING CONNECTION (CMU) EBER-16-00189 FLOOR TRUSSES AT CMU WALL. SHEET 1 44 4- �_OSCALE: 3/4" = 1'-0" S4.0 SCALE: 3/4 to = 1'-0" S400 SHEET 8 OF 16 ii i i TYPICAL STUD NAILING: TYPICAL TOP PLAT- NAILING: 0.131x3" END NAILS: TYPICAL HEADER NAILING: FAST(ENj ALL TOP PLATES (2) @ 2x4, 0.131X3" TOE NAILS TOG THtR w/ (�3) ROWS (3) @ 2x6, 2X6, 2x8 = (5) NAILS f OF 131x3 @ 12 .C. STAGGARD. Lou 4@ 2x8. 2x10, 2x12 = (7) NAILS ( ! Associates,o Inc. c ) 9" LVL, 11" LVL = (7) NAILS 6"MAX. 6"MAX. SYP#2 DBL. 14" LVL, 16" LVL = 9 NAILS SYP#2 H ADER, 4i 0' MIN ( ) # TOP PLATE PER PLA S )ax.2BeOh, Florida e32250 FASTEN ROOF TRUSS Ph.242-0908 Fax.241-9557 w/ UPLIFT CONN. LONGjyyyyy FL:CA 4.8344 SC:CA#3579 ENOUGH TO ENGAGE STUDS. 1{fi fl�rly�4% FULL HEIGHT ANCHORING J SYSTEM, PER PLAN i ----- ---- ----- ---------- No 7 WALL SHEATHING ---- ---------- _�� 4 = M DROPPED HEAD _.. T. I AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING T.TE F ti ; IF HIGH SIDE Ofd WA �� 9 ; w 00 IS A SHEARWALL, INSTALL WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & ,� '•• ..•''��s,.�� JACK STUDS '-„RFs'•••..,,.... IF HIGH SIDE OF WALL IS DBL. 2x BLOCKING IN , A SHEARWALL FASTEN FIRST (2) STUDS SPACES WINDOW SILL SEE SCHEDULE BUILDER MAY CHOOSE EITHER THE DROPPED In PE (2MSTA36 AT INSIDE Christopher ) S a b o u r i) 5/SO.2 FOR SILL SIZE AND HEADER CONDITION OR RAISED HEADER CONDITION FL P E#71461 FACE OF SHEARWALL OR BEND AROUND ENDS AT CONNECTION EACH END NON—SHEARWALL. JACK AND KING STUDS, REVISIONS DATE PER HEADER SCHEDULE X TYPICAL 50LE PLATE NA ROUGH OPENING PER PLAN K >11 0.131x3 TOE NAILS: (3) @ 2x4, '`(4) @ 2x6, (5} C�? 2x8. 16d COMMONS @ 8” ON—CENTER SPF#2 SOLE PLATE SILL PLATES TYPICAL P.T. PLATE 2x8 P.T. SYP#2 1 25 w/ '/2"Ox8" A.B. -- -- ------- ------ - ------ --- ---------- ------------- -- ------------- - -------------- -- -- ------------- -- ----- --- CONTINUOUS -- --------- - ------------- -- -------------- - OR REM ALTERATION CONTRACTOR SHALL CONTACT LOU RIM BOARD 1/2"0 THREADED ROD PONTIGO&ASSOCIATES PRIOR TO DRILLED & EPDXIED MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL d d a d,° e.. a W/ 8 EMBEDMENT CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO v d ° a 4 all AT » rBEING APPROVED BY LOU PONTIGO& q •d. v, v ` +� ASSOCIATES MAY RESULT IN 24 O.C. W/ 2x2xy$ v d ADDITIONAL ENGINEERING OR 9 ° .d Qa ° 4v 'd a d ° 4 d ° ° Q ° d A. d v ..4 # 4a PLATE WASHER. INSPECTION FEES. cP d d q 4. Q a.. Q. ° d � 4 d 4 d 4 d d ° d d C Q ° 4 d V d 1. USE SPF#2 OR BETTER FOR ALL WALLS. 1—ROWS OF 10d STEMWALL/CMU WALL PROVIDE SOLID 2. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIG T TO COMMONS @ BLOCKING BELOW ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 3" O.C. JACK STUDS 1 TYPICAL WALL FRAMING S5.0 SCALE: 3/4 = 1 —0 1 LOCATE FULL q&HT z z, ANC ,OR ON SIOE OF` ,J CORNET WHERE UPPER 2x4 BLOCKING f TOP PLATE OVER I APS �► SYP#2 (2)12d TOE @24 O.C. FASTEN I 4 HEAQER, Q NAILS E.E. EACH END w/3-10d PER FAN OPENING (MIN) >7 q TOENAILS S END FASTENER STUD BELOW 6 LOWER TOP 4-10d NOTES: PLATE AT BREAK OVER LAP DOUBLE COMMONS 1. ALL BUILT—UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 2/S5.0 TOP PLATES ORTHOGONAL VIEW �- 2. TYP. CONNECTION AT STUD COLUMNS, JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. WALL INTERSECTION CONDITIONS HEAD OR SILL OF CORNER PLATES SEE w 3. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO 2 PLYS I KING & JACK SCHEDULE STUDS SEE PLAN I • • DOUGH OPN G, SEE ARCH. i 0 (3) ROWS 12d AT 12" O.C. CORNER WALL INTERSECTION EA. SIDE. 3 „ CONDITIONS CONDITIONS WINDOW SILL SCHEDULE N (3)ROWS OF 6/43 ROWS OF 5 N ° TRUSSLOK (3)ROWS ) NOTES: ROUGH DROPPED HEAD MINIMUM END 2x4 MEMBERS: N 2—PLY TRUSSLOK ENGINEERED WOOD OPENING OR SILL PLATES FASTENER EACH END (1) ROW OF 10d o ENGINEERED WOOD 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS NAILS @ 4" O.C. o o FASTENERS @ 24 0.0 FASTENERS @ 24"0.0 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS r (4) ROWS 12d AS SHOWN AS SHOWN 3. @ DENOTES FULL HEIGHT ANCHOR SEE PLAN < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 0 0 (3) ROW OF 10d N AT 12" O.C. 4. DENOTES SOLE PLATE ANCHOR,' SEE SCHEDULE ,— „ 2x6 MEMBERS. NAILS @ 8 O.C. EA. SIDE. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE < 8'-410 (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS (2) ROW OF 10d STAGGERED OPTIONS ARE SHOWN 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS NAILS @ 4" O.C. 4—PLY 3—PLY WOOD STAGGERED 3—PLY SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN 14 LVL AND GREATER wlNDows IN Two STORY CLEAR HEIGHT WALLS. FRAMING 2x4 OR 2x6 POST 2x8 POST LESS THAN 14" BEAM FRAMED WALL CORNER AND DETAILS 2 BUILT — UP MEMBER FASTENING 3 INTERSECTIONS STUDS CONFIGURATIONS loe 4 WINDOW HEAD AND SILL FRAMING �-o SCALE: 3/4" = 1'-0" S5.0 SCALE: 3/4" = 1'-0" S5.0 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 0 PLAN NAME EBERT RESIDENCE DESIGN/DRAWN/CHECKED 0 CS MK LAP m DATE 0 04.11.16 0 CONTROL NO. 4360 TRUSS ID. LPA NO. EBER.-16-00189 SHEET S500 SHEET 9 OF 16 FULL HT ANCHOR TERMINATES AT UPPERMOST TOP PLATE WHERE ANCHOR IS w/ NUT AND WASHER. SPECIFIED ON PLAN ADJ. TO GIRDER/BEAM WASHER - CONVENTIONALLY STRAP CONVENTIONALLY STRAP LOCATE ANCHOR WITHIN 0 ,p; FULL HEIGHT WHERE NOTED ON PLAN WHERE NOTED ON PLA 6 OF POST. ANCHORING SPECIFICATIONS r ---- - - --� Lou Pontigo and 7F, 71_ I P \ - `'i I/\I ANCHORING SYSTEM: THE THREADED ROD ANCHORING Associates, Inc. PLAN I I I I I I I I U LIFT SYSTEM SHALL CONSIST OF 0 A307 THREADED - CONNECTOR 420 Osceola Avenue I I I I I I I I I I DOUBLE TOP '�-- --1 ` � �- RODS, ORIENTED VERTICALLY AND ATTACHED TO THE I I I I I I I POST, PER I I PLATE SEE PLAN DOUBLE __ FULL HT. FOUNDATION AND TO THE UPPERMOST PLATE AT THE )ax. Beach, Florida 32250 SOLE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE Ph.242-0908 Fax.241-9557 FULL HT PLAN - T. TOP PLATE. ANCHOR I I I I I I I I I PLATE ! ANCHOR TOP PLATE, PROVIDE A 2"x 2"x )6" STEEL WASHER. FL:CA# 8344 SC:CA#3579 I I I I I I I I I v FASTEN WITH A NUT AND ALLOW AT LEAST 3 FULL HEIGHT !' I I I I I I I I THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) THREADED ROD T -T- I I I I I I I SOLID BLOCKINGI I SEE PLAN WALL STUD !` ROD INSTALLATION: AT ALL PLATE PENETRATIONS I I I I I I I WITHIN FLOOR I I A ! OR POST. Q 1 PROVIDE A HOLE IN THE PLATE %�► LARGER THAN THE I TYP ,� ► 1; ' I I I I I I ( ) I I I DIAMETER OF THE THREADED ROD USED. WHILE Q -- — -- — ------ I I - --- ! - SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER •�`� C. •''�G t1l .•O — -1- - - - - - -I- - - - - - - STEEL COUPLER FLOORi RU S OR JOIST OPTIONAL LOCATE - ! � L SIMPSON CNW OR EQUAL) MAY BE USED IN CASES .' '+ '�'• I— I— I I I I ELEVATION WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 'vo. .2 (9A ` ROD SHALL BE INSTALLED APPROXIMATELY CENTERED - • � 4- �-- AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE o — _. -- ;, �F.I C VERTICAL BY A MAXIMUM S, + N 00 TYP +,a, F t. I ; FULL H T. MOF 2 INCHES IN 10 FEET TO STA E F , f AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. '�o' A% •• \ �' , ' ANCHOR I /HEADER, I I I I I J THE NUT ABOVE THE UPPERMOST PLATE SHALL BE ' ,� ••, 0 •.•• I YPICA I I I I ; ; I I I AT SILL PLATE AT TOP PLATE SECURED OVER THE WASHER TO A SNUG—TIGHT %,,sS/ L,OOR CONDITION PLUS ONE—HALF TURN OF A STANDARD POST TO I i rRAMIN I I I I I I WRENCH {APPROXIMATELY 30 FT.—LBS. OF TORQUE). Christopher j S a b o u r i n P E I I I I I I I FULL HEIGHT ANCHOR INSTALLATION CHART DUE TO SHRINKAGE AND COMPRESSION OF BUILDING I I I MATCH � FL PE#71461 I I I I I I I I POST ABOVE I I FULL HEIGHT CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 THREADED ROD--------:-- THREADED O or";TE7SIONS DATE I I I I I I I I I I A C D E F FT.—LBS. OF TORQUE AFTER ALL TRADES ARE I I I I I I I I I FOU N D A TI 0 ,' COMPLETE AND PRIOR TO INSULATION. I I I I I I I I I I SEE PLAN PER PLAN. ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE I I I I I I I I HOLE HOLE SPEC. DEPTH DISTANCE EPDXY ANCHORING: :ALL THREADED RODS SHALL BE I 3/8 '/2"0 '/2"0 2x2x'/8" 4" 4" 2" 3" DRILLED & EPDXY ANCHORED. SEE INSTALLATION I CHART FOR EMBEDMENT AND EDGE DISTANCE / % 0 9/16"0 3x3x'/4" 6" 6" 2Y2" 3" REQUIREMENTS 6"MAX. FROM INSTALL 1-STORY SEE TABLE AT RIGHT � 1 2 KING STUD THREADED RODS FOR EPDXY ENBEDMENT __ EMBEDMENT 5/8 %4"0 3/4"� 3x3x'/4" 7.5" 10" 2Y2" 3" WHERE 2-STORY RODS AND EDGE DISTANCE. DEPTH O CANNOT BE INSTALLED FULL HEIGHT ANCHOR CONC CMU CONC CMU FULL HEIGHT ANCHOR PLACEMENT DIAGRAM SOLE PLATE ANCHORS PER SCHEDULE WALL SECTION THREADED ROD INSTALLATION CHART F1ELDi4L ' `T1ON CONTRACTOR SHALL CONTACT LOU 1 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM PONTIGOBASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY S5.1 FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. IF TRUSS REACTION EXCEEDS 6" 2300lbs PROVIDE CRIPPLE STUDS DBL. TOP MAX NOTCH HEADER DIRECTLY BENEATH TRUSS PLATE BELOW TOP PLATE` A B _� A B Oo 0 01 PORCH 8-GUN NAILS HEADER, U 0 0' SEE PLAN: FULL HEIGHT ANCHOR OR RATED SHEATHING, DTT2Z HOLD DOWN AT BASE BOUNDARY OF W SEE GENERAL NOTES. OF POST. CS18 @ BASE IF MIN. {2)2x4 WOOD p I D D SHEATHING BELOW. & 1 ADJ. . . . . . PORCH IS AT 2ND LEVEL. O C OPTION A TO PORCH HEADER. EXAMPLE OF PANEL !' EDGE w BLOCKING C C WHERE REQUIRED BY Q GENERAL NOTES. STA1 FOLDED OVER TOP ROUGH OPENING, SEE ROUGH OPENING, SEE z DOUBLE TOP PLATE L 2 TRUSS UPLIFT TABLE A LEFT TRUSS UPLIFT TABLE AT LEFT . . . W CONTINUOUS OVER PLATE w/5 ' 10d NAILS CO INTO TOP PLATE & 5-10d NAIL SPACING AT , 6» HEADER NAILS INTO BEAM. SPACE SUPPORTED EDGES, MAX @ 48" O.C. OMIT IF WALL GENERAL NOTES SHEATHING IS INSTALLED ON FACE OF BEAM HEADER DOWN CONN =CTION HEADER UP CONNECTION EXAMPLE OF UNSUPPORTED 0000 Q CONNECTION CONNECTION (UNBLOCKED) PANEL EDGE " M 0 : CALL OUT UPLIFT CONNECTOR CALL 00T UPLIFT CONNECTOR TYPICAL W 8—GUN 0 o NAILS A H2.5T @ 32" O.C. TOP & :BOT A LSTA18 ® 32" O.C. FULL HEIGHT ANCHOR OR B SEE PLAN B SEE PLAN NAILING TO INTERMEDIATE DTT2Z HOLD DOWN AT BASE �� - OF POST. CS18 @BASE IF MIN. (2)2x4 WOOD C (1)MSTA24 STRAPS C (2)CS16 STRAPS SUPPORT IS 6 O.C. MAX. ROOF (U ON �■-� PORCH IS AT 2ND LEVEL. BELOW. & (1) ADJ. D ANCHOR PER PLA D ANCHOR PER PLAN. ) T TRUSSES, OR OPTION B TO PORCH HEADER. FLOOR JOISTS. TYPICAL PORCH BEAM CONNECTION (WOOD) 3 HEADER TIE OWN 2 WHEN 4 SHEATHING NAI ING DETAIL S5.1 NOTED S5.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S5.1 SCALE: 3/4" = 1'-0" r 8d COMMON NAILS ROOF SHEATHING, SEE AT 3" O.C.(TYP) 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, WOAD SPECIFICATIONS BELOW. FASTEN TO ROOF FRAMING BELOW w/ 4-12d NAILS AT EACH RAFTER. PRE-ENGINEERED WOOD ROOF SHEATHING FRAMING 2x SPF BLOCKING ROOF TRUSSES. OVERFRAME RAFTERS, SEE PLAN. DETAILS RIPPED TO FIT WITH GAP SHOWN Q H2.5T RAFTER TO LEDGER DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS I L• AND LEDGER TO ROOF MEMBER. THESE STRAPS ARCHITECTURALUNCLEARRE REFER TO de i NGS OR 2x4 SPF' I'I MAY BE OMITTED CONTACT THE E.O.R. BLOCKII. WHEN OVERFRAME ir ALT. TO BOTH H2.5T ABOVE RAFTER LENGTH PLAN NAME UPLIFT ± "° LESS THAN 4'-O" 0 EBERT RESIDENCE CONNECTOR, EXTEND SHEATHING VERT. PROVIDE MTS12 OR CS16 DIRECTLY DESIGN/DRAWN/CHECKED SHEATHING MAY TO TOP OF TRUSS A$ SHOWN. ROOF MEMBER. BETWEEN OVERFRAMING RAFTER m cs MK LAP i TERMINATE AT SEE PLAN FULL HEIGHT PROVIDE 2x4 LOCKING AND ROOF MEMBER. UPLIFT TOP OF DBL. ANCHOR, SEE PLAN. UPLIFT AT HORIZONTAL 'JOINTS. } DATE 1T1 04.,,.,s CONNECTOR, TOP PLATE. CONNECTOR, SEE PLAN SEE PLAN > ' " PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT 0 CONTROL NO. TYPICAL CONNECTION HEEL � 1 —0 # 0 43fi0 HEEL < 5 TO TIE I OF OVERFRAME RAFTERS TO TRUSS FRAMING. TRUSS ID. 5" < HEEL < 1 '-0" '� lee 5 ROOF TRUSS CONNECTION 6 OVERFRAME LEDGER DETAIL LPA NO. S5.1 SCALE: 3/4" = 1'-0» _ EBER-,s-oo,ss S5.1 SCALE: 3/4 V-011 SHEET S501 >7 too*/ I SHEET 100F 16 s I i 1 9 i FOR RAISED HEADERS, STRAP THE; TOP PLATE TO HEADER WITH LSTA12 @ 32" O.C. H2.5T AT IN LIEU OF THE HT 2.5T SAPS ROOF FRAMING ROOF Lou Pontigo and FRAMING # �f 1 Associates, Inc. , 420 Osceola Avenue TOP PLATE TO STUD H2.5T © 32" ON—CENTER )ax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 2ND STORY FL:CA# 8344 SC:CA#3579 TOP PLATE ELEV. STUDS TO TOP PLATE TOP PLATE TO STUD ,,..�� a♦♦••eo+rFa, eq�,,- H T C� 32" ON—CENTER BOT PLATE TO TRUSS .•��••o -,' 2 5 SIMPSON H2.5T �> SIMPSON HOT PLATE: �• ♦;G Y4 x3Y2 LAG SCREW _= v N TOP & BOT. OF WITH ROUND WASHER 0 32 O.C. CRIPPLE STUD M HEADER TO JACK STUD AT EACH FLOOR TRUSS @ 32 0.C. F MSTA24 STRAP EACH r - - r , �• ST TE o a °., 3 T} }.,. r I �..;V{ {4,i� /- ♦.♦/�- ♦• �/ SIDE OF HEADER ::;, :: i I, � � , --�'� ♦`'� ,....P'♦ '��;�`'�1 00 iruff,w. rwa Christopher J Sabourin PE STUD TO LOWER FRAMING: FL P E#714 1 MSTA24 OR CS16 STRAP @ 32" ON—CENTER j Lj REVISIONS DATE I BOT PLATE TO TRUSS TRUSSESPERPENDICULAR TO WALL ABOVE (2)MS24 OR (2)CS16 STUD TO BOT PLATE: Y4"x3Y2" LAG SCREW SIMPSON H3. STRAPS EACH END e WITH ROUND WASHER @ 32" O.C. OF WALL SEGMENT AT 24" O.C. 2ND FLOOR ELEV. LZ 44 7777-7777= FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO KING STUD TO LOWER FRAMING WOOD BEAMJ APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR (2)MSTA24 OR CS16 STRAPS TR SSES PARALLEL TO WALL ABOVE INSPECTION FEES. i ; I r 9 1 CONVENTIONAL STRAPPING TO BEAM BELOW r2 WALL STEPPING DETAIL �.2 SCALE: 3/4" = 1'-0" S5.2 THIS DETAIL ONLY; APPLIES WHEN NOTED ON PLAN STUD WALL, SEE PLAN. CONT. SHEATHING TO BOT. OF OSB BLOCKING FLOOR DECK 10d @4"O.C. FLOOR TRUSS. NAIL TO EA. FLOOR PANEL BETWEEN w TRUSS w/2—ROWS OF 8d COMMON TRUSSES. , 7/ „ OSB NAILS @ 4" O.C. BLOCKING e CS16 STRAPS @ 32 O.C. SIMPSON LTP4 2x.4 SPF PANNEL FLOOR J FASTEN TO RIBBON BOARD & BETWEEN FRAMING W BLOCKING w/ 2-8d NAILS.-\1 I EACH FLOOR ALL AROUND U TRUSS CONT. 2x4 NAILED TO EACH TRUSS w/2 12d COMMON NAILS \-5-16d NAILS 2x4 BLOCKING BOT, (TYPICAL) .�.� OF FLOOR TRUSS SIMPSON HTS16 STUD WALL, ATTACH TO FLOOR TRUSS @ EACH FLOOR SEE PLAN. w/2-12d TOENAILS TRUSS 0 3 TRUSS OUTRIGGER SECTION 4 OSB BLOCKING PANEL U S5.2 SCALE: N.T.S. S5.2 SCALE: N.T.S. BUILT—UP BUCKET WELD TO L—BRACKET w/ Y4" FILLET WELDS BUILT—UP BUCKET AT ALL INTERSECTING SURFACES. WELD TO L—BRACKET w/ Y4" HIP, SEE PLAN ATTACH TO CMU WALL w/ FILLET WELDS AT ALL "�x6" EPDXY ANCHORS & INTERSECTING SURFACES. 4-5/8 ATTACH TO CMU WALL ATTACH TO HIP w/ 4-5/8" 0 w/4-5/899Ox6" EPDXY THRU BOLTS. ANCHORS & ATTACH TO 5 _ HIP w/ 4-5/8" 0 THRU BOLTS. o 0 WOOD 1 " 6p oo HEEL TO MATH /4 R STEEL ADJ. RAFTER FRAMING L—BRACKET PLATE IN EA. CORNER OF-' �--�- :� ��. DETAILS CONVENTIONALLY FRAMED ROOF. (TYP) 2x12 DOUBLE TOP PLATE A I DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS . s L17 UNCLEAR REFER TO THE r " 12" MASONRY WAL ARCHITECTURAL DRAWINGS OR •—Kv CONTACT THE E.O.R_ i PLAN NAME HIP EBERT RESIDENCE PLAN VIEW SECTION VIEW DESIGN/DRAWN/CHECKED @ CMU WALL © CMU WALL CS ATE SAP TE m 04.11.16 0 CONTROL NO. rT HIP B11%.PACKETS 0 4360 TRUSS 1D. S5.2 LPA NO. EBER-16-00189 SHEET S5e2 SHEET 11 of 16 I 2;x6 ROOF LEDGER. FASTEN TC TRUSS w/2-1/4"x4Y4" SES SCREWS 2x12 ROOF LEDGER. FASTEN 1x6 T&G CEILING. FASTEN TO TRUSS W/3-1/4"x4Y4" TO EA. FRAMING MEMBER 5 " Lou P o n t i o /� x24 LAG SCREW g a n d SDS SCREWS W/ (2) 1 Od 1 EACH BEAM Associates, Inc. ROOF SHEATHING _ RAFTER TO PLATE: SET IN SIMPSON SET EPDXY WITI- 420 Osceola Avenue CONTINUOUS THRU 2—SIMPSON 1" DIAMETER ROUND WASHER Jax. Beach, Florida 32250 ROOF LEDGER SWDC1600 SCREWS 2x8 •OVERFRAME Ph.242-0908 Fax.241-9557 RAFTERS @ 24" O.C. _ FL:CA# 8344 SC:CA#3579 10 - 0 RAFTER TO BEAM - �` CONNECTION: 2—SIMPSON nrrrrrrrurrrrr�� SWDC1600 SCREWS 6x6 POST x12 CYPRESS BEAM 2x4 PONY WALL BELOW .•`'a �'��t3F, - S • � �''-, cn No, 1 _ LOCKING PLAN VIEW !4 1 v.�'. _ ,'., 4{• , c4 WALL SHEATHING, * • STAT CONTINUOUSTO TOP 6x12 CYPRESS BEAM ♦ Q,•_ N '. ••�, ; °O OF PONY \\-6xl2 No. 2 CYPRESS .cF0.4 4R1 BEAM -Ss•...,.,... � iiiiir ri r r n rri t t t t t tt Christopher ) Sabourin PE BEAM TO POST 2—SIMPSON SDWC1600 FL P E#71461 CONNECTION: SEE 6/8"x24" LAG SCREW SCREWS EACH END OF j DETAIL - 2/S6.0 (1 EACH BEAM) EACH BEAM REVISIONS DATE 'I SET IN SIMPSON SET EPDXY WITH 4 1" DIAMETER ROUND WASHER 6x6 CYPRESS COLUMN ELEVATION VIEW 2 BEAM TO POST DETAIL rm�WAJMRATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO 6 x 6 No. 2 CYPRESS �§6.0 MAKING ANY STRUCTURAL FIELD 00.0/ MODIFICATIONS WHICH MAY VARY POST FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO EPDXY LAG SCREW BEING APPROVED BY LOU PONTIGO a ASSOCIATES Y SULT IN INSTALLATION: ADDITIONAL ENG NEERNG OR INSPECTION FEES. 2x6 CYPRESS LEDGER FASTENED 1. DRILL y2"0 HOLE. 6x6 No. 2 CYPRESS �� _� ��\ r————— OVER WALL SHEATHING. FASTEN 2. CLEAN HOLE W/ POST � r — — �' COMPRESSED AIR AND GROUT CMU SOLID i� i w/ & 2—Y4 x6" SDC SCREWS @i I ` 2 4 I I 4x6 SYP 2 P.T. 16d COMMONS BRUSH. 24 O.C. JOIST EA SIDE OF POST. AT BRACKET LOCATION 3. COVER HOLE W/ TAPE.I BRACKET FRAMING 16" O.C. FASTEN TO BEAM W 2 j I I 4. FILL HOLE W/ EPDXY. / ( ) Y2 0x10 LAG SCREWS. I iL. _J 5. INSTALL LAG BOLT.\ 6x8 No. 2 CYPRESS 2x6 CYPRESS DECKING FAST � BEAM. FASTEN TO 3 w EN TO POST W/ TRUSS W/ (1) Y4" / 2-10d RING G SHANK (2)Y2"Ox8" LAG SCREWS S6.0 STAINLESS STEEL NAILS AT i I I I - ::-;:::>:-: .-:..-. LAG SCREWS T 16" j I. I = EACH INTERSECTION i .I II I I _ 8 \ ` ' O e ► — — —— 0 4x6 No. 2 CYPRESS DECK W Y2 STEEL PLATEi— » �� i I-- —� / = _ - JOIST @ 24" O.C. PROVIDE 8 i z-rte.:= JOIST EA SIDE OF POST BUILT—UP STEEL —� 6x8 No. 2 CYPRESS � � 1 Y2 STEEL PLATE 0 01 11 5/8'0x16" LAG SCREW 6x8 No. 2 CYPRESS W KNIFE PLATE A _� II BEAM SET !N SIMPSON SET BEAM U 1Y2" 1Y2» �� w/2_ 3/4" ANCHOR 3 C) BOLTS w NUTS & MASONRY WALL II EPDXY. SEE _ /f r SEE DETAIL A �. _: INSTALLATION BUILT UP STEEL KNIFE PLATE AT �\ WASHERS. (TYP.) LEFT ,.; MASONRY WALL DETAIL SEQUENCE ABOVE 6x10 No. 2 CYPRESS i z -- , sf 6x10 No. 2 CYPRESS BRACKET FRAMING. W 1 \ BRACKET FRAMING ALL STEEL SHALL BE HOT i r C� DIPPED GALVANIZED f �\ FASTEN THIS END OF DECK3 POST TO BRACKET DETAIL / JOIST W SDWC15600 � �_o i� U 6x6 No.2 CYPRESS W BRACKET FRAMING 0 THRU BOLTS O PLUGGED w/ NUTS J & WASHER.(2 LOCATIONS). %8" THREADED ROD 8" CMU WALL EPDXIED 5" MIN INTO MASONRY WALL PLUGGED w/ NUTS s & WASHER.(2 LOCATIONS). : 4 SECTION =• DETAILS , Q x -x. x-� \. X x x DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS 4 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR 111 PLAN NAME EBERT RESIDENCE + � O v mn DESIGN/DRAWN/CHECKED CS MK LAP 4 a SEE SHEET S1.0 DATE FOR FOUNDATION. m 04.11.16 0 CONTROL NO. 0 4360 00 TRUSS ID. C - WALL SECTION AT 2-STORY BALCO Y (REFERENCE ARCHITECTU L SECTION 4/9) LPA NO. S6 SCALE: 3/4" EBER-16-00189.0 = 1'-0" SHEET SELO SHEET 12OF 16 I ROOF SHEATHING PER „. SPECIFICATIONS s, Lou Ponti o and y 2x6x4'-6” RAFTER TAIL. Associate, Inc. FASTEN TO TRUSS W/ ZX_(2) ROWS 10d 0 6" O.C. 420 Osceola Avenue STAGGERED Jax. beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 USS BY S 60 00 ROOF TR � ` OTHERS 1x6 T&G FASTEN TO _ No = M EA FRAMING MEMBER o T 0 .._-..... ..._.__-_.._ . f. .. = �•� A cW _ 2 '.O� E O RX,FUPLIFT CONNECTOR N •••...��...••• ��,.�` �I 0 PER PLAN ., ' NA•.... 2x6 BLOCK BETWEEN EA ''''� ~•••-••• "� TRUSS Christopher J Sabourin PE FL PE#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a FLOOR SHEATHING ASSOCIATES MAY RESULT IN PER SPECIFICATIONS ROOF SHEATHING PER ADDITIONAL IION ENGINEERING WALL SHEATHING PER SPECIFICATIONS SPECIFICATIONS ~ 2x6x4'-6" RAFTER TAIL. r OOF SHEATHING PER •�'� ~ FASTEN TO TRUSS W PECIFICATIONS / (2) ROWS 10d @ 6 O.C. STAGGERED f I I I x6x4' 6" RAFTER TAIL. A$TEN TO TRUSS W/ __ ---- I - ( 2)SOWS 10d C�? 6" O.C. • �`�., TA�GERED W Q U ROOF TRUSS BY I ` : a OTHERS �4 SEE DETAIL W J 9 S4.0 UPLIFT CONNECTOR I U / PER PLAN f 1x6 T&G FASTEN TO (2) COURSE CMU , ❑ BOND BEAM W/ (1) ROOF TRUSS BY F� ` EA FRAMING MEMBER --- 5 CONT EA COURSE W/ (2) 10d (,n # OTHERS 2x8 SYP#2 P.T. PLATE z . s w UPLIFT CONNECTOR .o _ 2"� THREADED ROD I � 2x6 BLOCK BETWEEN EA � F. 4 PER PLAN 1x6 T&G FASTEN TO TRUSS J VERTICAL WALL DRILLED & EPDXIED w/ z „ .a 4.4. �• EA FRAMING MEMBER » REINFORCING W 10 .: 8 EMBEDMENT / 2x8 SYP#2 P.T. PLATE W/ (2) 10d �R CMU LINTEL PER HOOK INTO TOP COURSE ►� ►► PLAN OF BOND BEAM a Y2 x12 ANCHOR BOLT c I 2 0 THREADED ROD WITH 2 90 HOOK. 0 -w4T. U DRILLED & EPDXIED w/ x6 BLOCK BETWEEN EA AT 8" EMBEDMENT 4 BUSS 24" O.C. w/ 2x2A" 4 OR PLATE WASHER. "x12" ANCHOR BOLT 2) COURSE CMU » a WITH 2 90• HOOK. OND BEAM W/ (1) AT 5 CONT EA COURSE -� 4 24" O.C. w/ 2x2A PLATE WASHER. 4 ° 4 4 is d QVERTICAL WALL 4 [REINFORCING W/ 10" ` OOK INTO TOP COURSE -: • F BOND BEAM I • t ' 4 Q SEE DETAILS a 4 Q :} SEE DETAILS � ON S3.0 4 _j ON S3.0 o o ' SECTION ii � - - � DETAILS d �► I SEE DETAILS 4 A. �?(T= ITT=(TI-=-Tf t--Tll`—f TT a a =— = # 4-- •_ .4 ON S3 0 Q — — — — — �_•.�T.;III=1 I 1=I 11—=I I III=1 f� � 4 ; � a d• � �a � J IT=1IT—IT1==11! TI l�� iT I T I-1 I I-1 I IEEI 11—I 1 III— ,�-��.--z•u- - - DO NOT SCALE DIMENSIONS FROM _ THESE DRAWINGS.IF A DIMENSION IS ter- - ( I!I—III�III-1IL_I�}—IiI _r4` e. I _III �� I—'1I —I I(—){I—III `a I I T I I(= I 4 ° 4 I _ — — a UNCLEAR REFER TO THE _ _. __ _ — _ f _ ARCHITECTURAL DRAWINGS E DLR S OR III-111 I-1111 I f 1=1 I I „�-=1r1=n T - - - - 1 I I=I l I—I If I _I 113=1 _ — — =i!I�1 I I=1II 111 11= I I -1 I I-1 I ITl 11=1 I I�1 I I-1T1 11=1 11=1 I I I I 1=1 11=1 I i_I 1 i_I 1111i_!I(_ 11_I I I (I—III—III_ I I L= =III-=1 I I 1=1 I I I -1 11=1 I = ISI 11=III= III III I I 1 i 1= I I 1—1 1=1 � 111 I W I I 1=1 I IIII=1 1=1 I PLAN NAME Q a . b I I 4 A a d Pf EBERT RESIDENCE — IL . . — _ DESIGN/DRAWN/CHECKED �. 11=11 I __°. � � 4, ` • I I ISI I—I I a a� _ 6 , I I—III—III CS MK LAP tft _ 4 0. ISI I! — 4 4 I III _ 4 I 1I- 1I=1 l lI 4 4 4 I I 1=1 i =1 11 4 I I( III s—_ a Q I I=111 111=1 DATE � 4 ✓' 4 C 4 —III—I -- a- I I I I I - - = -s— — 1=4 I I m ob.,,.,6 I i 1=1 11=III—I I I_!I I—III—I I I�TITrt 1T=It1=1TIM=� CONTROL NO. � 4360 1 2-STORY WALL SECTION 2 GARAGE WALL SECTION 3 1-STORY WALL SECTION ""QJ TRUSS ID. / / S6.1 SCALE: 3/4" = 1'-0" LPA NO. S6.1 SCALE: 3 4" = 1'-0" S6.1 SCALE: 3 4" = 1'-0" It RE: ARCH SECTION 3/5 RE: ARCH SECTION 2/5 RE: ARCH SECTION 1/5 EBER-16-00189 IT SHEET SE)91 } SHEET 130E 16 4 j I I i ; I f 2x6 SYP#2 P.T. SHEATHING i` NAILER. FASTEN TO CMU WALL f W/ Y2"O THREADED ROD EPDXIED 4" @ 32" O.C. a ROOF SHEATHING TO Lou Pont igo and NAILER W/ 8d Associates, Inc. COMMON @ 3" 0.C. 2x— SYP#2 CAP 420 Osceola Avenue PLATE. FASTEN W/ Jax. Beach, Florida 32250 ROOF SHEATHING PER (2) ROWS Y4"x3" Ph.242-0908 Fax.241-9557 SPECIFICATIONS TAPCON @ 24" O.C. FL:CA#8344 SC:CA#3579 STAGGERED ROOF DECK TO Q BLOCKING W/ 8d COMMON ® 3" O.C. a :. ROOF SHEATHING TO ' Z NAILER W/ 8d 2x_ SYP#2 CAP __-- ------- ------------------- -------- - •- -_ _ No 1 Z 01,11 COMMON @ O.C. PLATE / _ _ N = ; t _, },.' ,. ,r..g -- --- ----- ---- i -- rn , I N 3 E A `� , .. (2) ROWS Y4,�x3» RAKED CONCRETE S7q F 00 TAPCON @ 24" 0.C. ov IIBEAM PER PLAN w/ "'�'�F'!•�OR . •'�� ROOF SHEATHING, PER STAGGERED 2—#5 TOP AND �'S' laws ��,•�`' SPECIFICATIONS MSTA24 STRAP @ BOTTOM AND #3 MI.1sEr,11111%� STIRRUPS @ 8" O.C. Christopher ) Sabourin PE ' BLOCKING FL P E#71461 - 4 a ,a 2x_ 3 OCKING TO REVISIONS DATE : RAKED CONCRETE MAT DEPTH OF '-,,--BEAM PER PLAN USS CHORD d SEE 3/S6.2 SEE 3/S6.2 FOR d • CONNECTION ° I SIMPSON DTT2Z w/ " VERTICAL WALL THREADED ROD EPDXIED a REINFORCING W/ 4" MIN @ 32" O.C. rRELD ALTERATION 10" HOOK TOP CONTRACTOR SHALL CONTACT LOU ROOF SHEATHING PER & BOTTOM PONTIGO a ASSOCIATES PRIOR TO SPECIFICATIONS . MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY d FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO _ MASONRY LINTEL BEING APPROVED BY LOU PONTIGO 8 2x6x4'-6" RAFTER TAIL. ROOF SECTION AT PARAPET WALL ASSOCIATES MAY RESULT IN 3 ADDITIONAL ENGINEERING OR FASTEN TO TRUSS W/ INSPECTION FEES. (2) ROWS 10d @ 6" O.C. S6.2 SCALE: 3/4 = V-0" STAGGERED d 2x6 SYP#2 P.T. LEDGER RE. ARCH SECTION 2/6 y-- FASTEN TO CMU WALL W/ Y2"0 THREADED ROD •- -. --�_ EF?:(JXI E D 4" @ 24" O.C. 00 ROOF TRUSS BY ; 1x6 T&G FASTEN TO ROOF TRUSS BY ° 1 EA FRAMING MEMBER OTHERS OTHERS W/ (2) 10d UPLIFT CONNECTOR P ,. BEAM PER PER PLAN 1x6 T&GASTEN 0 PLAN EA � MEM ER •—J FRAMING �. RAFTER PER PLAN U 2x8 SYP#2 P.T. PLATE W 7-1 C d'' UNDERFR ME CEILING BY BUILDER -- 2 0 THREADED ROD . 1x6 T&G FASTEN TO DRILLED & EPDXIED w/ d (2) COURSE CMU EA FRAMING MEMBER w 8" EMBEDMENT BOND BEA W 1 W/ (2) 10d Q OR #5 CONTE COUR UPLIFT GONNEC OR J Y2"x12" ANCHOR BOLT PER PLAN Z WITH 2 90 HOOK. AT VERTICAL VI�ALL I 1 24" O.C. w/ 2x2xY8" REINFORCING W/ 1 k PLATE WASHER. HOOK INTO TOP COURSE HEADER PER PLAN M OF BOND B AM W WALL SHEATHING PER W a . SPECIFICATIONS e 4 a TYPICAL SOLE PLATE { ANCHOR _ 0- SEE SEE ._j DETAILS ON SEE , DETAILS ON S3.0 DETAILS ON I S3.0 0 ►� S3.0 ; 1 IF a p I I IT IT i TT 1=w111 I IT=1 `� '.I:a 4 I I 11=7 7=1Ti-�f 1=TI 1��(IT=1 Tf=hT1=Tf I� - _ _ _ _ _ _ _ , I SECTION I I-1 I I�—,(1 IM I i i I l I I_I I I III III . ' — _!11===1 I ISI i 1=1 I I- • a I—{I I— I I—!I I-1 I i—I 11=1 M(=1 I I - I III=1!1—'''� 'I I,�,I i I III—I 11=1 I,=1 ' —I T i�l T ISI T I� •- - -�_ =_—� — � I —I 1II—III III—III III-III III—I I _l i l_I I I III III DETAILS --►I ISI I I=�I I � I_„I- I i-I�I-,�I-i�I-I I-I I i �I 1=11-�=I T I_ _ _ _ -I I I—)I I_I .. � .• 1�I=111I I I I_I i i—III—I�I I�I-11 I—I I 1:_l I� I —I I _,—I I I 'd I-1 I I= I I—I I I—)11=1 I I---) I-1 I I .. I I ( I I—III—III I—III— '• F1 I I=__A I ISI I El I III=1 I I-1 I I-1 I hI 1=1 I I I I 1=1 i ISI 11=1 I i=1 I I- III-1 l I-III 1=1 I f= III-1 I ISI 11={I I-1 11= ISI 11=1 11=1 11=1 I I I I =111 �I I(—I�—)11—III—I I I—I I-1111 I—IIII�I I I—III—)I IDO NOT SCALE DIMENSIONS FROM —III__=i I i _ - I I-1 I{=111=1 I I-1G 1= = 111—III—III—III— ►►I_I I I_p I _ _ = I --III 1 I I—I I THESE DRAWINGS.IF A DIMENSION IS i UNCLEAR REFER TO THE _ 1 a I I— I "' •' III—)I I—III— ARCHITECTURAL DRAWINGS OR -)I I e ' -` ,:• I i=1 I I=1 I I=1 1 I III( I d •�' . '6 . .. �I 11— ((—I' . I 111—III—III—I I I� �•• .. � �. •_ III I-1 I I—I I I • d • I 1 I—III ° ��• . _ =1 � ( _ (I 1=)I _ _ I—III—I I • PLAN NAME _ II 111 III II 1 I ° III I� I I—I I d •—i • 4 0• • I I I I I I!I—I I I I_— d 4 s '� • A —__ I— i —Ili - Ir..=III _ :IIIA III r-` 4_d III'�II ,,II--- —--- 1 = =1 EBERT RESIDENCE –III=)I I=�I i—III—III– _i I I—III_ •I I -III—I I(—III=1 I I DES[GN/DRAWN/CHECKED CS MK LAP DATE 04.11.16 CONTROL NO. 0 4360 0 TRUSS ID. 1 ENTRY SECTION 2 OWNERS SUITE BAYSECTION S6.2 SCALE: 3/4" = 1'-0" S6.2 SCALE: 3/4" = 1'-0" LPA NO. RE: ARCH SECTION 3/6 RE: ARCH SECTION 2/6 EBER-16-00189 SHEET *41� 4. 4S(D62. SHEET 140F16 i ROOF SHEATHING PER ROOF SHEATHING PER SPECIFICATIONS SPECIFICATIONS Lou Pontiso and Associates, Inc. 2x6x4'-6" RAFTER TAIL. 2x6x4'-6" RAFTER TAIL. 420 Osceola Avenue FASTEN TO TRUSS W/ FASTEN TO TRUSS W/ )ax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 (2) ROWS 1O @ 6" O.C. (2) ROWS 10d @ 6" O.C. FL:CA# 8344 SC:CA#3579 STAGGERED STAGGERED ��4ft�ilfl�ly fii a • � �r�C E�/ O ♦ rr r s i • o, 6 �- M ROOF TRUSS BY I ROOF TRUSS BY s I" . , li STAT11[ 'd �OTHERS OTHERS F2x6 BLOCK BETWEEN EA BLOCK --BE-TWEEN EA N TRUSSTRUSS •• R �<,��o�� WALL SHEATHING PER UPLIFT CONNECTOR SPECIFICATIONS UPLIFT CONNECTOR Christopher ) Sabourin PE PER PLAN PER PLAN FL PE#71461 ROOF SHEATHING TO NAILER W/ REVISIONS DATE CONVENTIONAL 8d COMMON @ 3" O.C. CONVENTIONAL STRAPPING PER PLAN 2x8 SYP#2 RAFTER STRAPPING PER PLAN 2x6 NAILER. FASTEN TO EA STUD W/ (5) 10d 2x6x4'-6" RAFTER TAIL. FASTEN TO TRUSS W/ (2) ROWS 1O @ 6" O.C. 2x8 LEDGER STAGGERED DROP AS FASTEN TO ALL R E Q'D TO INSTALL T&G FIELD ALTERATION TRUSSWEBS W/ DECKING CONTRACTOR SHALL CONTACT LOU CONVENTIONAL PONTIGO a ASSOCIATES PRIOR TO STRAPPING PER PLAN (5) 10d STRUCTURALMAKING ANY FIELD MODIFICATIONS MAY VARY I ROOF FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY SHEATHING PER FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a SPECIFICATIONS ASSOCIATES MAY RESULT IN 16 d @ 8" 0.C. ' I 16 d @ 8" 0.C. f ADDITIONAL ENGINEERING OR INSPECTION FEES. 2x6x4'-6" RAFTER TAIL. FLOOR DECK PER ' FLOOR DECK PER FASTEN TO TRUSS W/ SPECIFICATIONS SPECIFICATIONS (2) ROWS 1O @ 6" O.C. STAGGERED DROP AS ` REQ'D TO INSTALL T&G ' DECKING I 5-10d TOENAILS •; ROOF I -'- SHEATHING PER TRUSS HANGER SPECIFICATIONS 1x6 T&G FASTEN TO M EA FRAMING MEMBER L.iJ W/ (2) 10d W U FLOOR TRUSS BY STRAP TOP PLATE TO ---�- HEADER W/ MSTA24 FLOOR TRUSS BY OTHERS 2x8 CEILING JOIST @ 24" O.C. OTHERS �— ,� z \\-@ 24 O.C. FASTEN '' W EA END W/ LUS26 Q BEAM PER PLAN HEADER PER BEAM SEE PLAN . 1x6 T&G FASTEN TO 2x8 LEDGER ' ' •° PLAN EA FRAMING MEMBER � �■ -; ROOF TRUSS BY W/ (2) 10d FASTEN TO ALL OTHERS L�.L d TRUSS WEBS W/ w ROOF TRUSS BY O OTHERS (5) 1O 2"0 THREADED ROD (2) COURSE CMU ° U DRILLED & EPDXIED w/ BOND BEAM W/ (1) (1) COURSE CMU 8" EMBEDMENT #5 CONT ° �• BOND BEAM W/ (1) OR Y2"x12" ANCHOR BOLT #5 CONT WITH 2" 90' I00K. �..� AT ° 24" O.C. w/ 22xY8" VERTICAL WALL PLATE WA HER. REINFORCING W/ 10" Q . � VERTICAL WALL 4 . •� HOOK INTO BOND BEAM REINFORCING W/ 10" HOOK INTO BOND BEAM d d I ° • I I I a �• Cl- SEE C SEE DETAILS ON DETAILS ON S3.0 S3.0 ECTI O N I o • DETAILS s I ° ° _. q— a _�._d1 �4—e°— —_°^-- 3. _ _ �.—._ _ ° �— --a _°_ —° —` �r__ _:��—_ .r4 I a _____,a — d_4 , ----• —_ i__ _� .�_.—� — a • _4�_y' —_ -1_. _ — .-— 77 '�T ter-T �t�l^i-��i�T T '�-�i`�TT •rf Y��T T�T fT�i l�T TG 1-T!��Y i T•-�p',--ITI-�TT 1��T T �'�rT�-i T T i-T T�T 1 T�1 1T ��TT 1-TI T�T T-1 l� T 1-'1-T f-T ��TT��IT�'T•f�T°I T 1-P`-1 T IST i'�T�T�'T 1-~•moi ry'T� I -� I iT�"TC r�TI T III=i 11-11 I-1 i 1=1 I I=1 11=1!1=1 I I-1 I i.-1 I!T!11-1 I I-1 11-i 11=i I 1=1 11=1 11=1{1=1 I I-1 11=1 I ISI I!-1 I ISI(I-1 I I I - - _ - - _ _ - _ _ _ _ _ - _ _ _ - _ _ = d I I Ml i 1=1 I I-I 11-1 I I 1 1 1=141, 11-111-1 11=1 I I-III-I!I=I I I-I I I-1 11=1 I I_I 1 ISI I I III-1 I I_I I I-1 11-I�I I I-I 11_1 I i (I I-I I I� 1=1 11=1 I I-1 11=1 11=1 I I-1 11=1 11-1 11=1 I I-1 i lyl I I-1 I I-1 11=111=1 I I-1 I I-i I I-1 I i-1 11=1 I I-1 I I-1 I I-1 I I-1 I i-1� ' _ =_-____ ______-_- -_ _-_____-__ -_ _ -_ - _ =I - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -111_111_1 I I�I I I_I I IM I_III-III-III-III=1 I I_I I 1=!I 1=1 I I_I 11_1 I I�I I I-III-1 I I-1 I I_I I 1=!I 1=1 I 111=1 I I-i I_I I I_I I — — — -- DO NOT SCALE DIMENSIONS FROM -I I_-1 I I-1 11=1 11!-1 11=1 11=1I11 i,111-111-� 1 I,;I I 1=1 I I-f I I 1=1 I I I-i 11=1I11 I=111-1 11=1 11, .111-111-111-11 1-1 I I-1 I I-111=11h I 1=1 I I-III-I I(-I I I_III-III- -1I11-1 I i-1 11=1 11=f11=1 11=1 I I-1 11-1 11- -tel! = I I--_1 I I III-I I h I THESE DRAWMS.IF A DIMENSION IS —I 11 I I i ,i I I—I I L_�) I(=1 1 I, i I!I I (—III—I i 1 I I I(I 1— III I I',I I'11(i I I I i III—I 1 ( —I I—III— I ARCHITECTURAL DRATWINGS OR I I CONTACT THE E.O.R. II II 111 — — _,III=1111 11=III ° I 11 I$1 11=III PLAN NAME EBERT RESIDENCE ' I I I=1 11-1 11=1 11 I III=111 I=1 11=1 11=1 I I ISI 11=1 I I F 1=III=II I 1=1 11=1 11=1 =1 11=1 III=III=1 i i=1 I ISI I I-1 f 1=i 11-, I I=III=I III=)I( I I(=I(1=1 I I— DESIGN/DRAWN/CHECKED i1=1II — =111=1II—III=III_ _ — — — — CS MK LAP . ill-I I d. . °<_•�" .• Q• e -t I i I=1 11=1 I I I Q d. ° — fi DATE =1 i I=1111 � .. •. . �.• . . 1!I-111-Ili� p - - . -' . . .,.d•. :- ` � I I 1=1 I 1=1 I I � 04.11.16 CONTROL NO. 'd° 11:4: -1I I _ __ 1 I II�,I 1 � II°_ -•• _ ° • _ I I I_I 0 4360 I — I I-1 TRUSS I D. KITCHEN DORMER WALL SECTION I=1 1=111=111= 11=�i I=1' 2 KITCHEN WALL SECTION . S6.3 SCALE: 3/4" = 1'-0" S6.3 SCALE: 3/4" = 1'-0" LPA NO. RE: ARCH SECTION 2/7 RE: ARCH SECTION 1/7 EBER-16-00189 SHEET SE)*3 SHEET 150F 16 a � I 9 ' I u i a { t x i i I Lou Pontigo and Associates, Inc. �I f 420 Osceola Avenue i Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 { FL:CA# 8344 SC:CA# 3579 fllilllNl/1 FC�-J!' N A S•,wao. 61 •2 = o s . _.,�... ,.-.„ F 3'T" t'i - F '� r F >r1.]-'a -.F t Y t. .. _ - -_-. ° �• 1` STAT F 0 t Christopher J Sabourin PE FL P E#71461 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY LAP RAFTER TO TRUSS FROM THE INTENT OF THE ORIGINAL AND FASTEN W/ (5) 1 Od CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR 2x8 SYP#2 RAFTER INSPECTION F>=Es. 2x6x4'-6" RAFTER TAIL. 2x6x4'-6" RAFTER TAIL. FASTEN TO TRUSS W/ FASTEN TO TRUSS W/ (2) ROWS 10d 0 6" O.C. yk* (2) ROWS 10d @ 6" O.C. STAGGERED DROP AS STAGGERED DROP AS REQ'D TO INSTALL T&G � , REQ'D TO INSTALL T&G DECKING DECKING °°� ROOF --.._ ROOF ° \; SHEATHING PER --_�_ SHEATHING PER y SPECIFICATIONS i SPECIFICATIONS w • Z . _ w ° U I J \ ROOF TRUSS BY OTHERS 1x6 T&G FASTEN TO EA FRAMING MEMBER HEADER AND STRAPPING W/ (2) 10d �. BEAM PER PLAN . SEE PLAN J • UPLIFT CONNECTOR 2x6 BLOCK BETWEEN EA UNDERFRAME CEILING BY 1 PER PLAN TRUSS OTHERS 0 • LCL W (2) COURSE CMU 2x8 SYP#2 P.T. PLATE BOND BEAM W/ (1) W • #5 CONT EA COURSE ►, 2 0 THREADED ROD DRILLED & EPDXIED w/ 8" EMBEDMENT OR Y2"x12" ANCHOR BOLT a VERTICAL WALL WITH 2" 90• HOOK. REINFORCING W/ 10" ATHOOK INTO BOND BEAM a 24" O.C. w/ 2x2xY8" 2X6 SILL SEE y PLATE WASHER. DETAILS ON S3.0 - Q SEE DETAILS ON S3.0 SAND SET o _-- — _ PAVERS BY OTHERS SECTION 4'. 0 n 9 DETAILS t—=TIT=7 TT=1TI=TT1=T1 T---T iT 1T7=fT1=T11=TtT=T =1T1 —)I I—I 1 I—I I(—III—III I—I(( I I i-1 1 1) III—i 1 1=1 I I—I I t—t I I ` r=I 1=1 11=1 11=1 11=I 11=1 11={11=1 i�I 11=f I I=11 ISI i 1-1 I {I I—III—I!I-1 I IJ�—I!I—III- 11=11 I— I I—I I I_I I I_I I I I I I =1 I- —I 11=1.�1 I—III_ .. I I 1=1 I I I i L_I I I—III—I!f I I ' III-1 I I-III=1 I' "—III—1 = 11 =1 I I! I � • I I=1 11= 11={11=1 11=1 I I— II I II 111 Z'rT DO NOT SCALE DIMENSIONS FROM III —I I I�1 I I-1 I( ,• ( 1 I 1 I i I THESE DRAWINGS.IF A DIMENSION IS _ I _ _ I I I 1=1 I I=1 d l=1 I I=1 III=1111 I I=1 I I=1 UNCLEAR REFER TO THE t I I I I ISI I I I!I I I I I I _ - - ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. _ �- � _ _ �- .�- III—III—�I l I—I • � I i I—i I I—I I i_I I I—I _ _ I I I I III—III PLAN NAME -III III—III • ' I_I I I— I I—III—III—I I '• �4 : • a ._. � _ _ _ _ � _ _ _ I I . . . • . . . • I III—f I I—I I ` EBERT RESIDENCE 94 I _ DESIGN/DRAWN/CHECKED _I I . . • • • ' I III—�I I—�' = a ,• "'. 11 1EJII— =1 I I :4 . _ _ = _ _ • ,d ••. 11=111=1 CS MK LAP Y 4 •• .. II III III _ _ _ _ _ ., �, 1 ( _ � �_ —I —�IT�I I — I =— 1 - DATE I—I If` I i—III — _ _ 04.11.16 OWNERS SUI E CLOSET I I I I—I CONTROL NO. WALL SECTION I I. ,I I 1=1 I iiI I II II 11 II I, ,I 1=1 2 HA L WALL SECTION n 4360 TRUSS ID. 1 III II S6.4 SCALE: 3/4" = 1'—C S6.4 SCAL 3/4" = 1'-0" _ RE: ARCH SECTION d/7 RE: ARCH SECTION 3/8 LPA NO. EBER-16-00189 SHEET SE)04 SHEET 160E 16