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1667 ATLANTIC BEACH DR - REVISION DRAWINGS TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WM THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. January 11,2017 O U cOF FL a Avg a s ca �. $ g @3 96", t $ � 9 w r Z °0 °QED D Z Q 0 Z to Ovan G. Drummond,AIA co LU = B AR 96399 LU W �.8 70'-0" Manuel Gonzalez,AIA = CL WC AR 96730 0 W m n !_ n ! n Sang- ub 72328 e, PE o � 0 91-41' 541-6" 61-211 UU i2 ■ a 00 � 0 !_011 1 11 0o N J w a 8',411 co ■ M > F- an �, ¢ 11, w 0 = O _' j mow -� o Q F=--- o § Z ---- -rHB Tol a o 00 j W cn C r--J L------------- ------� L--- r,-- ------------J L---� `/ UJ h ---- ------ ------ -------J LJ 1-- ----- -- Uj o ? o �'" I - , -1�- PROVIDE PL MBING LINE ; ; ; I ► o g W� ~ I -I- FOR FUTUR B.B.Q. AREA © ' Q t— Z 01-011 I , I I I T- _ ■ u _ ~ _ I PROVIDE G S LINE FOR a O FUTURE B.B Q. 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PAD a. o �, 0 '_0, 81 10" 211.0!! J I I ' o cn W cn 3" ABOVE GRADE ' ° 3" ABOVE GRADE . w u� o w GAS TAN LESS W.H. 1 11 `n 11 FILE COPY Q 00 0 9'-1011 601-211 21-2 = o Uj v 9 w 701-01 U � w F'- — U- to Z W = ° B REVISION o co Li A7. o ZZo � 81 ; BP# 16 sFIQ �g a co 0 DATE_,.�...,f ..l.Z... UU O ¢ SIGNED �' �r. .. �.. zd O co w CO F-- WWOZ W �- Z NOTE: STEM WALL FOUNDATION Z zW - O OCA � CO Q= U DOTE: FIELD TO VERIFY ALL GAS LINE z r-- z = Zz a` ° c- 3.0 LOCATIONS PRIOR TO POURING SLAB WZW � SLAB PLAN � o n = cn C6 o o SCALE: 1/4" = 1'-0" CARIBBEAN Uj cn � W m W ADDITIONAL NOTES, SCHEDULES, & DETAILS o U Z I CAN BE FOUND ON THE A1.N SHEET. � o 0 SERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. January 11,2017 U «s 0 a , e or)z °° 967 3 y Z U_ Q O ¢ O Z co co Ovan G. Drummond,AIA O w B AR 96399 tW E"' A7 81 70'-8" Manuel Gonzalez,AIA = a W AR 96730 zm Sang-Yub Lee, PE o J 9,_4„ 541.611 6�-0" 10' 72328 cl ON °C r r� 15._3.. ■ 12, 0 ;R 8-4 3 -10 15 6 3 -4 13 -2 00 N ■ M w m 1,-0 ¢ o w o C -j J o = = � g O A7.81 O 0 0 o o � z -- -- -- o a o w 000 O LU 0 � w z ———— —N — LIN. i. ■ � N o w o PROVIDE PLUMBING G g LU o FOR FUTURE B.B.Q.ARE 21 _6 2" 3, „ 3,_7/„ 13._2., �' 11,-4„ c" = ¢ v w o o of — ■ ® �a = C) %I I PROVIDE GAS LINE FOR = 611 1 " FUTURE B.B.Q.AREA vn STOcn w Q11 _-- 11 STUDY w o Uj 3 cQw z I I I 1 0 10'-0" CLG. - - - o - � LINE OF SECOND o Q , a o ( 1 36" H.RAILING W - - DINING �o I FLOOR " ¢ A U � � z I I I � II � I � � � � � FAMILY PICKETS SPACED - - R O M I = Zw I I 0 I = 0 �' o I I ROOM �o TO REJECT - -;-- 0 10'-0" CLG. I I a I o a w o � �o I I 10'_0" CLG ^ SPHERE,TYP - - _ �, _ ¢ N � �' FOYER ,. 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U_ Z o � Wo WZ Z 0- 00 UJ W � W ¢ � cj H MzZ Z O M :3= C6 LU �C 0 cf) ca . < I Crj o FIRST F PLAN �- ADDITIONAL NOTES, SCHEDULES, & DETAILS LU o Z m o SCALE. 1/4 - 1 0 CARIBBEAN ED E J Z J L1- CAN BE FOUND ON THE AIN SHEET. �� C-) o O SERA ..NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS I N DO W TAG =DOOR DOOR TAG DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING WINDOW. SCHEDULE CR13 DOOR SCHEDULE CODE INEFFEC?ASOFDATE OFCERTIFICAlION BELOW. ENo INDOW CALL-OUT CALL-OUT January li,zoic v ROUGH TYPE OPENING REMARKS TYPE SIZE REMARKS `} a A SIN LE HUNG 3060 36 1/2 X 72 1/2 VINYL/LOW-E/EGRESS 1 THERMA-TRU INSULATED 3-0 x8-0 " a, - °- 4 36 1 2" X 48 1 2" VINY LOW-E ENTRY DOOR �` Gon m B SIN LE HUNG 30 0 / / U x ~ C SINE LE HUNG 3060 (2) 36 1/2 " X 72 1/2" VINYL/LOW-E 2 OVER HEAD GARAGE DOOR 8'-0" X 8'-0" NON-INSULATED RAISED O D SINGLE HUNG 3052 36 1/2" X 62 1/2" VINYL/LOW-E/EGRESS STEEL PANEL DESIGNER DOOR '�3 P 9,67 0A. E SINE LE HUNG 2040 24 1/2" X 48 1/2" VINYL/LOW-E 3 SLIDING GLASS DOOR Ai ( 16'-0" X 8'-0" TEMPERED ' ? U_ F FIXE GLASS 2816 32 1/2" X 18 1/2" VINYL/LOW-E 4 DOOR SELF CLOSING, SOLID WOOD NOT LESS THAN QED Z z G FIXE GLASS 4052 48 1/2" X 52 1/2" VINYL/LOW-E/TEMP 1-3/81/OR 20 MINUTE FIRE - RATED ZOvan G. Drummond,AIA o Uj H FIXED GLASS 24 1/2" X 48 1/2" VINYL/LOW-E/TEMP 5 SOLID CORE DOOR 2'-4" X 8'-0" AR 96399 co � I FIXED GLASS 18 1/2" X 12 1/2" VINYL/LOW-E/BLACKED-OUT 6 SOLID CORE DOOR 2'-6" X 8'-0" Manuel Gonzalez,AIA = Wa OW AR 96730 p z 0° ) FIXED GLASS 3016 36 1/2" X 18 1/2" VINYL/LOW-E/TEMP 7 SOLID CORE DOOR 2'-8" X 8'-0" Sang-Yub Lee, PE 0 w J 72328 M1UU 0 8 FRENCH DOOR (2) 2'-6" X 8'-0" ■ c o z9 SOLID CORE BI-PASS DOOR 5'-0" X 8'-0" cn ■ 00 > �-- 10 SOLID CORE DOOR 2'-6" X 6'-8" "' w �. o 13 I 0 o W 11 SOLID CORE DOOR 2'-8" X 6'-8" �., -' �' Q U 12 SOLID CORE DOOR 2 2'-0" X 6'-8" > � 0 Uo Wa $N W m 13 SOLID CORE BI-PASS DOOR 6'-0" X 6'-8" °' ■ O > 0 * ■ A w o F= 14 SOLID CORE DOOR 2'-4" X 6'-8" , a o 8 M CO z 15 GLASS SHOWER DOOR 2'-0" X 6'-4" TEMPERED = ■ C:) W 0 16 SOLID CORE POCKET DOOR 2'-4" X 6'-8" J O 0 W z o A w CO 17 FRENCH DOOR 2'-8" X 6'-8" , o Z a CQ W � 0 18 SOLID CORE DOOR 2'-0" X 8'-0" �' ¢ -� A d. V5 x >_ z - w w0 FRENCH DOOR 3'-0" X 6'-8" TEMPERED / EXTERIOR = O � w 2 SLID CORE POCKET DOOR 2'-8" X 8'-0" 0 0 �- ■ O � 0 Z ¢ 21 SOLID CORE POCKET DOOR 2'-8" X 6'-8" ■ �+ N 0 22 FRENCH DOOR (2) 3'-0" X 6'-8" 0 C:) 23 SLIDING GLASS SHOWER DOOR 5'-0" X 6'-4" TEMPEREDUL w O z U O c/) INSULATION SCHEDULE C3 (::) LLJLLJ W_ � w LOCATION TYPE R-VALUE U.N. w ? o CEILING @ LIVING AREA FIBERGLASS 38 LU U. CD 0cri W co EXTERIOR WD. FRAME WALLS FIBERGLASS 19 wa. WALLS TO LIVING AREA FIBERGLASS 11 mz > Q J J C) Q LU o _ :p w Z U_ UUCO p � J W O o ao ; 0 Z m W cn v o w w = �, Z o Uj U a. O V-- Uj CD U � MCO Uj Zc6 Uj Mcn0 (7 Z = � Z , >_ CO W C7 '� J N ui co = 0 W DC ] U U) o O CO co ¢ _ OU") LJ--� a. oCm w C7 � > Z Z_ OO � co 0 C) C-) = VARIES Q � LU LU o � w � L.1J COTjpM m SOW m � oQwv U v TYP DETAIL F_ � cn M SCALE: 1/4" = 1'-0" cn UJQ ��A3.N J W ancry LU = � c6mcn CD Z Q CLW Z Ov � � � o = o � _ � _ Z v CO Uj N Q zUL cn 0 = o O W zOzw OJ m �pzoz 0 F= W z ooa �U co W ui �_ a W W p z w � } a. co W - W REVISEDw CD b"�0 -7 1 1 p � LU M z u' Su- Q� cj z C� co Z 0 Q z = wm _ � <t wZW ~ €� ooh = 0 , W U '�• w Q ED ED Q z m U �"�" I I L 0 o — SERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICrEDTHIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING 6 ELEVATION NOTES CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. o TOP OF ROOF FROM GRADE January 11,2017 v PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM - - --- - - --- - - --- --- ------- - - - --- - --- - --- ROOFING PER 2:1 FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR CONTRACT (TYP) OF F ' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED x roZ e a ci OTHERWISE a aoFOAM APPLICATIONS FINISHES SHALL BE ACCORDING ITO EACH ELEVATION a ; Q "CORAL-LIGHT" OR EQUAL PRE-FINISHED 3 FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3. 5.2.81 ��. 967 ,¢ MANUFACTURER SPECS. U.N.O. PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE Z o 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND HEEL HGT. —_ _ _—_ _—_ _ _—_—_—_ _ _—_ _ _ _—_ _—_—_—_—_ _ _—_ _ _—_—_ _ _—_—_ _ _—_ _ - _— -�- ` HE`D G Z z INSTALLED AS PER MANUFACTURER SPECS. -- ----- - - O ............................ .......................... ........................ .. i .. ............................... --------~r ..� co TRIM WORK FINISHES SHALL WRAP ALL OPENINGS ............................................................................................ ......................................................................................................................... . ..... . .......................................................................................................�... ..... Ovan G. Drummond,AIA m .......................... ..................................................................................... _...._......................................................................._................... ...................................................... ......................_............ _ o — w NT THE NDERSIDE OF THE ............................. __ , � " 5. EXTENDING AT LEAST I O U .................................................. .... ..... ................................. _.-_ _ AR 96399 LU = 2 _ CO3 t— OPENING ............................... , Typr Manuel Gonzalez,AIA w �.............. ............................... ............... .............. ...._......_........ — a METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 5.2.81 �......... I i 5.2.81 AR 96730 a................................... ............ ............................................................. ................. ............. ....................... .......................... .................... .................... z m .............._t`..................J.........-...-........... .............. ......................................................................... ............................................................. - I Sang-Yub Lee, PE o ....................................................... ................. ......................................... ........... ............... ..... t.t.. w .� 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON J ......................_...................._...__..............................._.._........._..................................................._..._......._..__._......................._..............._._................ ....................................... __ oo ALUMINUM ............................. ................. ............. ....................... .......................... .......................................................-....... .. ............ ■ a ............................. ............_.. .................. .......................................................................... ... a THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, _ f O Z ■ 00 0o N �................ THE ---- 1. ....... BY :: I •:::::::...... .......... ..........:........p:............... ............................._.............. ............................................. 8 M .� w 7, ANY MISDESCRIPTION SHALL BE CLARIFIED �, v, � _.._:: .. _ w :. :. ....a......... -..................... m ¢ o > i-- ARCHITECT DESIGNER �, � _................ ......._ ......__.............. ......._ ___.__..�._...;�._.._. :_..... :.�.ry�.... 5.2.81 w w O / ............................................. ............._..-........ I - - - .................................................................................................... f :. ....<..........:.......,:................. I ......................... ............................................. J !! :: I :................... ....:...................:e................. THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING ...................................... _ _ :........:---......... W O D O .:::::.:fir::...WW:W ................ .......... I F— i j[ i z - ND FIN. F R. ::-::-::: ..:- -- - .a :- w z = WITH THE SUB CONTRACTOR/ MANUFACTURER AND M� SECOND __ FLR. _ _—_ _ _ _ , _ _ _ _ _ , _ I ¢ — z ALL REEL T. o ¢ ARCHITECT DESIGNER IN WHICH ---------------- 8. THE - - - _ - - - - - - - - - W o , PC - - - --_ - - /� w 00 C) ---_ — — — — — — — --- --- --_ — — r � RDINATED V N WILL BE C00 ARCHITECTURAL TECTU RAL APPLICATIO S .1 W Z N N -- -- --- ■ � N O > O AND APPROVED PRIOR TO INSTALLATION I c3 0 W — f i \ w o 0 9. ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING I 6 ¢ �, I I ; ; . t.2.81 _ ■ 1w— = O I ADDITIONAL ELEVATION NOTES: � WZ I` w p ¢ 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL o ; i ' ' ' w Z AA 1 I I . y 6 w � co � o z � a m 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS I ► 00 -� .......................................................................................................... +Q..................................................................................................... I I. = Zd � _ I . 5 = o �-- 0 3 ALL GABLE END TRUSSES TO BE MANUFACTURED .................................................._ a o W 0 -� WITH AN 5.2.81 ■ O ... . . ... z FINISH FLR. ADDITIONAL 1/2 DROP - --- _ - - - - - --- - .. - - - - - ■ c� o0 w GRADE U CL m ww0z 4 7 ¢ w � 5.2.81 5.2.81 LD 65 o Mw FRONT LEVATIONUj CC Lq cr- ui Z °°' SCALE: 1/4" = 1 '-0" CARIBBEAN � `> _zz � �� C60 cci> = w � a � mZ � 7 Uj O __j 5.2.81 ROOFING PER '_ O E- = 2 Z Z CONTRACT(TYP) I w „ cw 5.2.81 J < �t 000 Q� w m � � v � M� Z m ao � � W ........... _ . Ifoz � � _� U agoLL Uj LU m `n LU z C6 _ . 3 n v, o t� W 05 ........................................ 5.2.81 (� } mws HEEL HGT. 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FLR. cn � z ¢ ----- ----- - -- - - -- --- - --- -- - - - - ----- --- - - - -- -- ---- - -. -- - - --- - - ---- - ----- Q CL LU wwoz J M u- Z ¢ ~ w ui U_ W za - O o 7 ,� '� CO W w 5.2.81 LU uco - ¢ _ . � 0 C6 — Z0 Z Z u wm LU z w i— _ w oo � = RIGHT ELEVATION z � 0 � oI_ LLJ Uj o w m v SCALE: 1/4" = 1'-0" CARIBBEAN J — ASPHALT SHINGLE ROOFING co U. � 00U_ ¢ c,) F- 0 SERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN D ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. January 11,2017 O U ('--9� -_ 5.2.81 - a ,--- -----IIIIIIII ----- --- � o a I ROOFING PER W I Gonz >� Im I I CONTRACT (TYP) # I I r ► # O I I : , I �% 06,73 I 1 OP-'* , A. 3 ." p ("7 ' I 5281 6 - 0 5.2.81 1 . . mmm , .- ZZ I I N� Q I I z w co W - - - - - ----- - --- - - --L-- - ------- - I ----- - ----- - ---- - -/-- ` ------- HEE HGT. i I Ovan G. Drummond,AIA FjL ----- HU I � ------, 0 - w - - I AR 96399 ........... ............................... ............................ ..............-................. .......................... ........ _ *�-- ' w ------------------ anuel Gonzalez AIA .......................................................................................................... ............... ........... . .....1.....1..._ 1111....... ____ _1 111. __..._......... � w0 � �� I I � 0 -4 ...... --�- ........_ I , AR 96730 ............................................................ ....1111.. � Z m 1-... ............. ...I....................... ........................................................................................................._....... .................._..........._..... ::::::::::::......:::::::::::::::: I I Sang-Yub Lee, PE O w TY ......I........ I ............ ............. ............-...........1 __j ....I....... 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FIXTURE ! f I \ ,,� :. _ _. ....... ........ ... ...... .......... ........ ._.. ........ . _ ...... a.............................. ........... � �- uu o z I \ \ I \\ SD�CO ENTRY w i ¢ a EXHAUST FAN \ \, _,� `, FOYER 3 r- z co cl 0 "' ui 4t o EXHAUST FAN W/ LIGHT LU w w , __ METER ' I \ \ ... ._. ...... Uj F— > ELECTRIC CO. / Uj w C 0 ¢ G.M. GAS CO. METER ! I I // ........................... ______ __ _ ____- w _____ _ _ _____ _ _ ___ _ _ W w _ _ W ®SDICO SMOKE DETECTOR/CARBON MONOXIDE I I t.-.-.......... / _ \, ~o °- - DETECTOR _�'`�` .� GFI \ `i = m ¢ sD SMOKE DETECTOR LU WP / J ' , ���jjj -� ¢ SINGLE POLE SWITCH ( GF ,/ / - - - O o �- _ $ ( I GFI \, Z Z „� 3 WAY SWITCHCO cn ;..:� \� i is e .b Q 3 c6VER�D 0 LLJ O � �. 4 WAY SWITCH$ LANAI ---- �BREA FAST DIMMER SWITCH �� '�'\ •F—�— � z m o 4 PUSHBUTTON ` I \ AREA / ` \ �\ G.D.0.4 C� SDICO E \ \ _U ¢ o z 4a DISCONNECT SWITCH BATH L C `) w m Q JUNCTION BOX I I -�,._:. ................................................ \ ;. _. ... 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CD J ¢ GFI umi W Q cup WPI WP z a- CO UJ m m 55 '� w z_ o = moo V LU C-) COD N z O w O cnz � °i t7 O Q C� �70Z � II Z O Z CL w0 Z — i O C_') p Q J R Z Q Q Z �CO Uj � M LLJ ! i I— w - w w L U z w 0 W 00 cf3 LU LU ¢ = � C w B REVISE® aCC6 0 o A W z W m FIRST FLOOR EL�ECTRICAL LAYO T _ U LL mom =CO ~ o n = CARIBBEAN � to � w LIJ m W SCALE. 1/4" 1 -0 L~L W � w � cn- z � � c LL � � 00U. J ¢ v 0 SERIAL NUMBER 1014.0 OVERLAP SIDEWALL sy , OVERLAP SIDEWALL TOP PLATE TOP PLATE OVERLAP SIDEWALL ALWAYS PLACE ALWAYS PLACE HEADER AT TOP PLATE HEADER AT TOP OF ROUGH' TOP OF ROUGH OPENING ' OPENING CRIPPLE 3 "0 THREADED ROD STUD `® GARAGE /e E . .. . . . . . . . . . . . HEADER w/3x3x'/4" P ATE . .. . . . . . . . . . . . ALWAYS PLACE GOAL ST. FASTEN TO STUD . . . _ . . . _ _ . . _ T.R. . .. . . . . . a . • . . FULL HEIGHT GARAGE HEADER, GARAGE HEADER, HEADER AT PACK V#TH 2-ROWS OF 16d . . , . • . . . . . (ONE IN SIDE 114 . . . . . . . . . . . g o a n d THREADED ROD SEE PLAN SEE PLAN TOP OF ROUGH RING SkJANK NAILS 0 12" O.C. WALL) MAX Associates, Inc. 2)20ga STRAPS TOPENING HEADER TO JACK ATTACH GARAGE DOOR THRU EXTEND HEADER TO UPRIGHT BUCK DIRECTLY INTO /� EXTEND HEADER TO / FAR SIDE OF WALL 420 Osceola Avenue (2)2x6 KING STUDS HTTS yy/ STUD PACK, PER GARAGE DOOR / FAR SIDE OF WALL 6x6 POST AS SHOWN. " THREADED ROD (2)2x6 2)2x6 SPF 2 AS SHOWN. o o jax. beach,Florida 41-95 T7 (2)2x6 JACK STUDS SUPPLIER JACKS fi (2)MSTA24 Ph.242-0908 Fax.241-9557 EPDXIED 12 6 fi 4'-0"x4'-0" PIECE OF;WALL (2)MSTA24 FL:CA# 8344 SC:CA#3579 o - AND (1) 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL ATUPPER KING. SHEATING INSTALL AT UPPER HTT5 . (2)2x6 CORNER 1" BELOW GARAGE-HEADER HTT5 w/ JACKS ON EXTERIOR STUD ( AS DETAIL A , (2)2x STUD CORNER " THREADED ROD CORNER 1" BELOW GARAGE HEADERQFTAIL ADED RODE . EPDXIED 12" ° �J ON EXTERIOR STUD (TRIMED AS EPDXt 12" AND (1) SHOWN) x a a a LLI SHOWN) 1 KING. ALWAYS PLACE P.T. SOLE PLATE-,,, FASTEN SHEATING TO HEADER w/ 8d COMMON Q&GALV. BOX NAILS HEADER AT GARAGE HTT5 w/ FASTEN SH ATING TO HEADER w/ 8d COMMON QB GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" 0 IN ALL FRAMING TOP OF ROUGH QQN��� s SOLE PLATE HTT5 w » a .••s"""sus " FLOOR " THREADED ROD / IN 3 GRID PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. OPENING �, C s+ ANCHOR * �C THREADED ROD (STUDS, 6 CKING & SILLS) TYP. JACKS AND KING •+ ++ • SOLE PLATE • EPDXIED 12" EPDXIED 12" STUDS PER PLAN. �. ••+ +•��� o ANCHOR $ GARAGE WING WALL SECTION n DOUBLE BL CKING AT PANEL JOINT, NAILED TOGETHER w/ —16d SINKERS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS �.'r No. 481 :2 THICKENED SLAB EDGE HTT5 w/ • Q AT GARAGE OPENING. " THREADED ROD • 6x6 POST WITH ABU66 � * • � a 5/a"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE B TWEEN r • • • c " ' » EPDXIED 12" r" w/ 5/a" THREADED ROD '"a A F N •a NOTES: STUDS) DRILLED AND EPDXIED w/ 12 EMBEDMENT & 3x3 /4 WASHER. EPDXIED 12" MIN. P.T. SOLE �,"�0:+•it` •d•��`•r � PLATE THICKENED SLAB EDGE AT il'` •..o OR�DP'- f� a 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. �( GARAGE OPENING. %, r& GARAGE WING WALL ELEVATIONfie , . . i. °" .. Christopher J Sabourin PE •. • �. "a FL PE#71461 REVISIONS DATE 1 GARAGE HEADER FRAMING 2 GARAGE PORTAL ING WALL WjEN 3 GARAGE WING WALL FRAMING LESS THAN 12" 4 GARAGE CENTER WALL FRAMING ARCH r�1EN1 �� DTED SCALE: 3 4 170 � REVISION 01.19.17 �?ED S0,2 TED SO.2 THIS DETAIL ONLY APPLIES HEN NOTED ON PLAN S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 / K r 1 FIELD ALTERATION ef CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO 2x8 SYP#2 MODIFICATIONS WHICH MAY VARY KI AN STRUCTURAL FIELD RIDGE BEAM 3-12d TOENAILS FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a 2x6 SYP#2 AT 24" O.C. ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR (4)16d TOE NAILS (6)12d COMMON AT EA. INSPECTION FEES. EACH RAFTER TO END OF CEILING JOIST SPLICE 2x6 x 4'-6" P.T. SYP NO.2 TOP PLATE •• TO ROOF RAFTER (TYP) EXPOSED RAFTER TAIL TO EACH ROOF • •• STUD WALL, TRUSS 0 24" O.C. •e '►• CONT. SHEATHING TO BOT. OF SEE PLAN. 2x6 SYP#2 CEILING JOIST w/ FLOOR TRUSS. NAIL TO EA. FLOOR (8)12d NAILS EACH END, TRUSS w/2—ROWS OF 8d COMMON FULL DEPTH TIMBERSTRAND • �, (1) SIMPSON H2.5T (1) SIMPSON H2.5T NAILS 4" O.C. OR LVL BLOCKING ��, ® 48 O.C. CLIP EA. JOIST. CS16 STRAPS , BETWEEN EACH TRUSS. PRE—ENGINEERED �� , WALL , 0 32" O.C. FASTEN I WOOD ROOF TRUSSES. 2x SPF BLOCKING SHEATHING TO RIBBON BOARD 12d COMMON RIPPED TO FIT I WIRE NAILS WITH GAP SHOWN " x & BLOCKING w/ 2—Sd NAILS. i EACH IM FLOOR TRUN LTP4 SS i W CS18 w/7-10dx1Xz I 0 4" O.C. \ o- EACH END 48" 1 CONT. 2x4 NAILED TO EACH STAGGERED O.C. STRAP CAN BE SOFFIT, SEE Q INSTALLED EITHER ARCH. � " TRUSS w/2-12d COMMON I FACE OF STUD CS18 w —10dx1h Ell EACH END 0 48" NAILS I — (�O.C. STRAP CAN BE 2x4 BLOCKING BOT, J DOUBLE-/ 1x4 P.T. SYP I FACE L F' STUD ER OF FLOOR TRUSS A-TACH TO FLOOR TRUSS TOP PLATE 1'-4" FASCIA 8d 3" ANCHOR WALLS TO FRAMING w/ MTS12 LL,, FLOOR FLOOR FLOOR w/2-12d TOENAILS TRUSSES TRUSSES TRUSSES AT 32 O.C. WHEN OVERFRAMING FALSE DORMER STUD WALL, OR JOIST. OR JOIST. OR JOIST. r OVER ROOF TRUSSES PROVIDE 2x4 BLOCKING SIMPSON MTS12 SEE PLAN. z SHEATHING MAY BETWEEN TRUSSES 0 16 O.C. FASTEN BLOCKING ® EACH FLOOR TRUSS TERMINATE AT i EACH END w/SIMPSON A35. ROOF SHEATHING SHALL TOP OF DBL. N R SHA I TOP PLATE. OPTION A OPTION R BEAM SEE EXTEND CONTINUOUS & DORMER LL BE BUILT ON STRAPPING OVERLAP PLAN TOP OF ROOF STRUCTURE. SHEATHING OPTION C DROPPED BEAM 5 0 RAFTER TAIL DETAIL wHa, s WALL STRAPPING OVER BEAM 7 DORMER DETAIL 8 CANTILEVERED FLOOR TRUSS DETAIL S0.2 SCALE: 3/4" = V-0" 0' S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 SCALE: 3/4" = 1'-0" S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �+ ! 0 o LLJ COPY}mss KING STUD TO TOP PLATE: SDK15600 SCREW. REVISION 0 U 4 STUD TO TOR PLATEe o`4 �G - SD WC1560 SCREW. SATE /7 ' 0 32" O.C. "- --- I SIGNED !n ' STUD TO TOP PLATE: STUD TO TOP PLATE` SDWC15600 SCREW. SDWC15600 SCREW. 0 32" O.C. 32" O.C. STUDS TO TOP PLATE STUD TO BOT PLATE: 1 BOT PLA TRUSS SDWC15600 SCREW. Y4"x4�" L G SCREW 0 32" O.C. MISC HEADER TO JACK STUD: WITH ROUN WASHER 1—MSTA24 AT EACH FLO R TRUSS C FRAMING I --- - --- POST, SEE PLAN. s DETAILS BOT PLATE TO FRAMING 2x6 P.T. PAVERS BY ROT PLATE TO FRAMING BELQ1�.CS180 32" O.C. 2x8 P.T. SOLE PLATE DECKING OTHERS. BELOW CS180 32" O.C. w/ SOLE PLATE ! _ _ STUD TO BOT PLATE: ANCHORS 0 48" O.C. ODI PLATE JrQ TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4"x4X" LAG SCREW 0 32" O.C. MENSIONS FROM WITH ROUNDWASHERrm" I STEMWALL & THESE DRAWINGDO NOT SCALE DI F A D ENSIGN IS iFOOTIUNCLEAR REFER TO THE l DETAIL 1/S1.01. ARCHITECTURAL DRAWINGS OR ' AT EACH FLOOR TRUSS NG SEE — CONTACT THE E.O.R. f FLOOR JOISTS, P.T. RIM BOARD \-H3 SEE PLAN OPEN LINTEL BOND 2x8 P.T. LEDGER. FASTEN ` ° PLAN NAME TO STEMWALL w 5/a" FRANKLIN CARIBBEAN BEAM w/ 1—#5 CONT. $ THREADED ROD EPDXIED .. DESIGN/DRAWN/CH EC E 4" MIN. 0 16" O.C.I HIM .` K D C CS / JB LAP Xl/ � s L. 2—#5 BACK PORCH TRUSS OR BEAM PARALLEL TO WALL ABOVE CONT. 16" DATE 10.27.16 I SCALE 9 WALL STRAPPING DETAIL MEN 10 WALL STRAPPING DETAIL 11 WALL STRAPPING DETAIL 12 SECTION AS NOTED iEN x TED SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN C S0.2 LPA No. TEO S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN \ TOLL-16-00786 CONTROL No. 5135 SHEET S002 SHEET 3 OF 9 i i SYMBOLS LEGEND --- DESIGNATES FOOTING LINE } DESIGNATES SAWCUT UNE DESIGNATES SLAB RECESS lm Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach,Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 70'_0" �.1c� '•.` E/V& -•�Q s G�1i CLOg 9'-4" 54'-0" 61_211 * : No. 1 s 2 -011 $1, IfCIS, 26 F NAL 8 x 16 yy�rirry N u •�'•�• -l_ - VENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C _ F -- Christopher J Sabourin PE p IF L P E#71461 \ I F o r��ISIMS DATE I 1 ARCH F3.0 I I 6 I S1.01 ,-�+ 0 01.,s.17 t , REVISION S1.01 I ( I S160100 I �n I I I I I , 3 _ » ,� I 13�_2 8x16 I 1 4 4" CONCRETE SLAB w/ IK�6IFIELD ALTERATIONVENT ( II I S1.01 1 1 CONTRACTOR SHALL C NT ( FIBERMESH © 1.5 LBS/CU.YD. N S1.01 o ACT LOU PONTIGO&ASSOCIATES PRIOR TO OF CONCRETE OR 6x6 W1.4x 1.4I Vol ( I I MAKING ANY STRUCTURAL FIELD C I I I I IMODIFICATIDNS WHICH MAY VARY WWF ON 6MIL VAPOR BARRIER ( INTENT OF PAVERS I IN PREPARED GRADE. FIELD ALTERNATIONS o PRIOR O 12x12 PIER TO SUPPORT BOX I I I PAVERS I R W ( BY OTHE R S I I I N BEINA APPROVED PPR ASSOBY CIATES OU PO I O$ COLUMN ABOVE. REINFORCE / _ BY OTHERSIN ADDITIONAL ENGINEERJING INS INSPECTION FEES. OR 2-#5 DOWEL BARS. TOP OF I .. I I I I PIER = HOUSE SLAB (TYP.). or 6 S1.01 2x8 SYP#2 P.T. FLOOR } to Z- - - - - - - - - - - - - - - - - - - - - 16O.C. TYP.). � - N JOISTS C� ( . . . . . . -� o I �-- I I F2.0 IK"3 HF.-i n I3y rg 9 S1.01 S1. 1 I S1.01 PROVIDE SAW CUTS PER 713 I I I I 51.01 2/S1.01, BUILDER TO (�; S1.01 I � COORDINATE WITH FINISH I I 10B 0 1.01 I FLOOR MATERIAL. 6 2" 4'-8" 7'-6" QI I I Go LLJ I I I cn P OVIDE 2_ 4 Z C S I AT SLAB MID E 12 I I I ( Y - - I - - - SAWCU T I - - %a I- C00 I � - S1.01 oN cv n e= S1.01 F3.0 Uj 8x16 F3.5 VENTC 1oB I I I I 9 I I S1.01 I S1.01 I I ;� I �-- I ¢ I o I I .J 00 . IK-9 a S1.01 I'-1 W I I I 1 " I F3.0 I I I I I 7'-10" 1 I NNW3 -- - - I - - - - - - - - - - - - - - - - - - - - r -` - - - - - - - - O 1.01 M o - - , W I IN L - 8x16 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z - - - - - - - - - - - - - - - I F2.0 VENT 0 0 1 3 '-0' 8'-10" S1.01 { S1.01 I U 9'-10" 60'- " 21.211 70'-011 , g REVISED FOUNDATION PLAN A � SCALE: 1/4" _ 1'-0" ,, FOUNDATION PLAN 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 FOOTING SCHEDULE AND NOTES FRANKLIN CARIBBEAN DESIGN/DRAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS JB LAP F2.0 2'-0" V-001 1'-0" 3-#5 EA. WAY BOT. DATE F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. 10.27.16 F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. SCALE F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. AS NOTED F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. LPA No. F4.5 4'-6" 4'-6" 1'-0" 1 4-#5 EA. WAY BOT. TOLL-16-00786 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. FOR GENERAL. FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 5135 REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S100 SHEET 4 OF g PROCTOR IN ACCORDANCE WITH ASTM D 1557. SYMBOLS LEGEND Y DESIGNATES SHEARWALL THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 36 SHEARWALL SHEATHING TO BE APPLIED. 8d O j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE. NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and DESIGNATES SINGLE PLY HEADER AND Associates, Inc. 6S-1/1 JACK/KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 2/SO.0, 420 Osceola Avenue BEAM OR TRUSS, SEE PLAN )ax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 rbrpy " QUER A307 DIAMETER FULJ• S L HEIGHT 0•*6••�•• X5 THREADED ROD, SEE DETAIL 12/SO.1 �`' ��.•' (�E� '••; " A307 DIAMETER THREADED V ROD TERMINATES AT FIRST FLOOR : 0' g1 TOP PLATE, SEE DETAIL 12/S0.1 ' 2x6 SPF#2 @ 12" O.C. %" A307 DIAMETER THREADED �^0 S T 0 40N ROD TERMINATES AT FIRST FLOOR s 9 • � o� FULL HEIGHT WALL. TOP PLATE, SEE DETAIL 12/SO.1 '- 4�c••••Z pR+rp 000 , .�' ',�f `.ice••••��none" �• NAL SIMPSON HTT5 SEE DETAIL 15/S0.1 ( 2)1.75x1 fi �1.9E (2)2x8-1/1 (2}2x8-1/1 (2)2x10-2/2 C h r i s t � (2}2x6-1/1 opher j S a b o u r i n PE FL PE#71461 SIMPSON DTT2Z SEE DETAILI5/S0.1 2x12 ® 16" FASTEN T P OF I PROVIDE MIN. r'-01SIONS DATE STUD WALL WAL PER (2)INTERMEDIATE i SIMPSON LTT20B SEE DETAILI5/SO.1 1 ARCH 01.19.17 t 0 I JACK STUDS. �_ 0 REVISION DETAIL 6 S0.1.A/ I X (2)2x6 SPF#2 12" LONG LIGHT GAUGE STRAP IN TO TOP PLATE I POST. LSTA12TM 5- Od COMMONS AND STUD I WALL STUD SCHEDULE ` I > ` ) I LOCATION PLATE STUD SIZE ION I HEIGHT & SPACING CISLd SHEATH WALL CONT. o EXTERIOR 9'-1" 2x4 SPF#2 O 16" O.C. FIELD ALTERATION TO TRUSS TOP _ MAX 1 IX EXTERIOR 10'-1 2x6 SPF#2 O 16" O.C. g� CONTRACTOR SHALL CONTACT LOU \-CH ORD. OVERLAP TOP N MAX 2x4 SPF#2 O 12" O.C. PONTIGO a ASSOCIATES PRIOR TO N 10'-1 TO MAKING ANY STRUCTURAL FIELD PLATE. FASTEN W EXTERIOR " 2xs SPF2016 MODIFICATIONS WHICH MAY VARY / O.C. � I 14-0 FROM THE INTENT OF THE ORIGINAL 8d # 3 O.C. 10'-0" " CONSTRUCTION DOCUMENTS.ANY I� ( ' INTERIOR MAX 2x4 SPF#2 O 16 O.C. FIELD ALTERNATIONS MADE PRIOR TO " BEING APPROVED BY LOU PONTIGO a INTERIOR 12'-0" 2x6 SPF#2 O 16 O.C. QL ASSOCIATES MAY RESULT IN I )2X8 /1 MAX 2x4 SPF#2 O 12' O.C. ADDITIONAL E GII FENG OR STl1D NA1Se 1 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 1 X 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. N CONTRACTOR MAY INCREASE STUD SIZE TO MEET S1.1 3 2X1 2 1 '04' ARCHITECTURAL REQUIREMENTS. ( ) (3)2x6 SPF#2 (2)2x6 S .� TRU F POST. (2)2x8-1/1 _ YELSPF LOW PINE SPRUCE PINE FIR.. SYP DENOTES SOUTHERN SS G01 ABOVEto z Ir z 4. USE SYP FOR A 1 z ) #2 ALL TOP PLATES AND SOLE PLATES. '\\_ 2 2X6 SPFJ2 TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16" O.C. 6 x 6 P.T. S YP#2 POST SET Q ( ) 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS DIRECTLY ON STEMWALL > POST. MINIMUM. SEE 3/SOA FOR ADDITIONAL ANCHORS AT ABU66. SEE I �., - p1 J SEE DETAIL 1/S0.2. SHEARWALLS BELOW w / I m W DETAIL 2/S0.1. (TYPICAL). QI I N COMBINED USE PANEL NOTES W a N x6 WALL. I 1. EXTERIOR WALL SHEATHING SHALL BE C X ____ r lei. cy CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST .._! F I I (nV)I c�XX TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING W SPLICE LOCATIONS FOR MULTI STORY CONDITIONS W > I w DI Iini J N 3 2x6 SPF#2 ~ I SPECIFICATIONS. 2. SEE SHEET 0.0 FOR WALL SHEATHING U Z Lv N # rn POST. 3. UPPER MOST TOP PLATE SUPPORTING ROOF _TRUSS T_04_ AB _ _ _ _ _ MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 X U I 4. INSTALL SOLE PLATE ANCHORS PER DETAIL Ld -J SEE DETAIL 4/SO.2. 3/so.o4< mGENERAL NOTES N QI X I 1. SEE DETAIL 2/S0.0 FORWALL FRAMING DETAIL. N o (n p N SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 0 SIZES FASTEN TOP OF PROVIDE TOING. AT MATCH BEAM/GIRDERRDERS AND E MO WALL PER V)I I PLIES. DETAIL 6/S0.1. �I 2. SEE SHEET SO.O FOR ROOF AND FLOOR LLj ry SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE �■••. �"'�� �� PLIES l (BEAMS,S, HEADER, AND STUDS) FASTEN PLIES M a TOGETHER PER DETAIL 6/SO.0 (2)1.75x16 1.9EL - ---- -- (2) x8-1/12x6 SR. (2)2x6=1/1 J 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/S0.0 I SEE DETAIL 1 SO.2. 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0 / ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT I TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN FIRST FLOOR THIS END w/ 9-10d. WALL FRAMING w FRAMING It z PLAN ,y NO NAILS REQUIRED FLOOR IN CLEAR SPAN 1 TRUSSES 2x12 PLATES OR JOIST. DO NOT SCALE DIMENSIONS FROM I, THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE WALL FRAMING W ARCHITECTURAL DRAWINGS OR 0.131x3 @6" po CONTACT THE E.O.R. 00 FIRST FLOOR FRAMING PLAN CS18 STRAP w/ 10" PLAN NAME END LENGTH. 9 STEN 00 14" LVL SCALE: 1/4" = 1'-C THIS END w/ 10d. FRANKLIN CARIBBEAN 10 SOLE PLATE ANCHOR SPACING SCHD DESIGN/DRAWN/CHECKED 000 CS JB LAP ALL EX ERIOR WALL 42" O.C. DATE UNLESS OTHER NOTED 10.27.16 SHEA WALLS " 24" O.C. A B REVISED SDWC15600 (SW dO3 /6 ) -Grr SCALE AS NOTED ® 12 WHEN NOTED ON PLAN LPA No. SO PLT SEE NOTE 2 TOLL-16-00786 t 1 HEADER SECTION 1. IN TALL SOLE PLATE ANCHORS PER DETAIL CONTROL No. 3/W.0 5135 SHEET 2. 2. AN HOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT O 36" = 36" ON CENTER SPACING SHEET 6 OF 9