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526 ATLANTIC BEACH CT.- NEW HOME ARCH. DWG'SLOT 23, ATLANTIC BEACH COUNTRY CLUB - UNIT TWO DUVAL COUNTY, FLORIDA ATLANTIC BEACH COURT, ATLANTIC BEACH, FLORIDA REF# 169505-1410 Mm I Is 91 ISOM i, �� r / /r�i��r �Ii pti� i r iA �:1I i�1oi_ ir% ��f� i iJi'�l ii_ �%� I• �l i l� P.1 SII II -� I��� ��— iGl��■ _ MILM mB _ PEAK OF ROOF STRUCTURE w rA U 2 l7 111 1 0 .. FIN FLOOR OF HOUSE :. : FIN FLOOR y CsARAGE -- n FINISH Gf; ADE GOVERNING BUILDING CODES: FLORIDA BUILDING CODE 6th EDITION (2017), RESIDENTIAL INDEX OF D NFPA 70 - 2014 NATIONAL ELECTRIC CODE OCCUPANCY: GROUP R (RESIDENTIAL) AQ COVER SHEET CONSTRUCTION TYPE: V -B A1.1 SITE PLAN A2.1 SLAB PLAN SQUARE FOOTAGE TABULATION A3.1 FIRST FLOOR PLAN A3.2 SECOND FLOOR PLAN FIRST FLOOR LIVING 3018 A3.3 SCHEDULES, INTERIOR & STAIR DETAILS SECOND FLOOR LIVING 1623 A4.1 EXTERIOR ELEVATIONS & TOTAL LIVING ROOF PLAN 4641 A4.2 EXTERIOR ELEVATIONS FRONT PORCH 265 A5.1 BUILDING & WALL SECTIONS BACK PORCH 477 A5.2 WALL SECTIONS OWNERS PORCH 122 A5,3 WALL SE BACK BALCONY 268 SECTIONS GARAGE 831 A6.1 FLASHING DETAILS TOTAL COVERED 6604 El .1 FI RST FLOOR ELECTRICAL PLAN E 1.2 SECOND FLOOR ELECTRICAL PLAN S STRUCTURAL DRAWINGS (SEE LEGEND ON ENGINEER'S SHEETS) -.& 11(0.49' N 06'15S6" W ATLANTIC 5E,4CH COURT IMPERVIOUS COVERAGE TABULATION LOT 23 1r5,281 SQ FT STRUCTURE COVERAGE 4,113 SQ FT PAVER DRIVE 543 SQ FT PAVER FRONT k ALK 180 SQ FT W ALK W AWS 194 SQ FT SERVICE 'r AfRD 4 STOOP 15i SQ FT A/C PADS 2-1 SQ FT POOL DECK 1100ro SQ FT TOTAL I1"1PERVIOU5 ro,820 SQ FT x0,82 0 / 1511251 = 44.ro io COMMUNITY DEVELOPMENT APPROVED 1 SITE PLAN z SCALE: 1" = 10'4" LOT 23, ATLANTIC BEACH COUNTRY CLUB -UNIT TWO DUVAL COUNTY, FLORIDA ATLANTIC BEACH COURT, ATLANTIC BEACH, FLORIDA REF# 1 69505-1 41 0 0 00 arc d NW UdQJ WU z 0 L) �r aQ OWL) aw woww ww--owl W W (L LL ow¢QOF - 0 z 0 n N (nF�wm�Un 0 z LE E�N Zw00~�m H = Q QOOW Lu') Z w Lu O Wa(ncn}Ud 95 O LLJ X W WLLj i O Z O C.) cwi>>-==}X LWL' EnONMQ O N O M M Q O UJ z N v) r N _ 1 6 W N U = 5 JQMJ d 0 S UO� = in ON Q w CIE O N c N co LL] `V r LL 0 0 u— m N [0 D O Q 0 \ Q 04 Go M O LLJ 0 F-01 Q M > O (n o Q J O a % 0 p LL la1 W fr w > 2 F- mQ W U Q Z =m a aw,n� w U_ wz� U Qa0^� o Q 0 0 J O L�. � N O) L- cn rU) 900 cr W W 0 F- z M O Q - N M criJ L1J W O Q U U Y i Q O a T O J O W Y mQ Z 3 u) p< wz 0 i- O > w � Q Q a — ¢ N W U)(n N J U w J o 06 cc LU rn w U) rn Z � H LL Q W J U w� U� ZZ w=) go U) U Lu= CCU cn Q Z LL, Qm �U �Z �Q Lu —J �Q M N H O J 0 0, O M �, \ �1 a o V) 0 0 Plan #: K1606 Job #: 17-1094 Al ■ T- r lm9'-I" 221-5311 11 (05' -4" 2V- m4 Y 10'-0" '-4" 46'-8.. ._4.. ( 1_011 8" CONC BLOCK FOUNDATION WALL NO" ON CONC FTG PER 1 N16' Y.A2 STRUCTURAL A51 53 A5 ENG'S DETAILS (TYPICAL) / PROVIDE FTG FOR 1 STEPS TO GRADE 1 A5.1 \ __ / � / __N,' \ 0) 1 AS NEEDED \ � \ \ r ----------I--- ---------- ------------ ----------------- ------ 1 1 ---------------------t-- --------- -----------------+----- / 4" GONG \ \ -I — 34 m 1 12 8 SLAB \ d v \ > \ 2'-6" O 2'-2" 1 23'-4" \ � 4" CONI SLAB I I — --- --- cz \ CONIC BLOCK FOUNDATION WALL I \/ I I I I ON CONIC FTG PER I \ \ \\ \\CTURAL ---+-- L------------------------ — — ----- ------J I ENG'S DETAILSENE� \ \ \ \ (TYPICAL) \ \ 8" CONC BLO K \ \ FOUNDATION ALL ON CONC FTG PER I-�—� r------------------------------------L---------J SILL FOR 16' SLs D. . \ \ STRUCTURAL \ \ I I I 1 - \ \ �t ( CONI SLAB IL END'S DETAIL \ \ \ I 1 I (SLOPE FOR (TYPICAL) 1 5 — J ( DRAINAGE \ 1 3 \----------- ;, -- -- FLOOR PLUG A5.1 \ \ 36 SILL - - - O (VERIFY IN I I 3'x3'A/C PADS \ \ FIELD) I I (VERIFY SITLOCATION \ \ ELECTRIC 1 \ \ I O AT KITCHEN CP 1 \ 4" CON( SLAB ISLAND ` \ \ PER ST CTURAL 24'-6" ENG'S D TAILS 5'-6" 9' -lm" 9'-6" \ \ \ \ I L------ 2',6 6 I � / \ ELECTRIC 4" CON( SLAB I � 6 AT CLOSET - FLOOR PLUG (SLOPE FOR '7DRAINAGE FI ISLAND — O (E RIIFY IN i L9 \\ ELECTRIC \ \ CP AT CLOSET \ ISLAND / ��`- \ \ `� V / 4" GONG SLAB W/ TURNED/EDGE CIA/ 4" GONG SLAB / / � � � > / \ / / PER STRUCTURAL / / \ \ / RECESS SLAB - 4TPROVIDE K ENG'S DETAILS > / 6" AT SHOWER / / SILL FOR 36DEEP" / / _ EXT DOOR EDGE TYP) \ \ \ PROVIDE K // /4" coNc \ / '1 8 CONC BLOCK UN -GROUTED BLOC FOUNDATION WALL / FILL-IN AND SILL / / TURNED / 3 x3 A/C PA S \ 8" CONIC BLOCK \ SLAB / (VERIFY ' / 1 FLOOR PLUG LOCATION \ \ FOUNDATION WALL \ / / / (VERIFY IN ON CONC FTG PER / / FOR FUTURE 36" / / EDGE / ON GONG FTG PER 1STRUCTURAL / / � EXT DOOR ON SITE) \ \ STRUCTURAL �; \ / / I FIELD) O - ENG'S DETAILS / / h0 \ // 14,, \ ENG'S DETAILS �\ � (TYPICAL) / 2 � \\ \ (TYPICAL) 12" SILL — — — -- 20° 100, / / / I I I I I I L� -' 4" CONC SLAB / - - r-- I -Ir-TI---R--�r--R--��--n--ter= TI---IT--TI- I --� - �10, PER STRUCTURAL / �II `-----J ��I—-F—+1--F��I--I--1+ ++- —II ---I I -----J r_j 6i / II I I II III I , II I� I , ENG'S DETAILS II I I I I I I I I I II I I I N N I I I N LL----�� TI - - -Ir - - Ti- - -IT - � II II II II II II II II � - I II1 I TI-- IT D-�I———�� III II II II II I II I II IIL L—r .11 -11 --IL- IJ I II I II II II II II II II II II II II II II II II II II � it — II II II I II I / � � , � \ � / 1 I III I II II II II II II II II II II III II II II II II II II II II II I III ' I / / \\ / / \ I I II1 2111 I II II II II II II II II II II II II II = II II II II � II II II II I II I � 14" ii ii 11 11 11 ii ii ii ii ili ii ii� ii ii ii ii ii ii ii 2�1'41� 1 111 II II II I II II II I III I II II / 1 � I II II II II II � I i I II II 'j',u4' 11 II II II 71L1411 I II II �i�4u II III TL4° � II II II II II II II II II II II I II II II II II II II II II II I II I � / i / � I � III II 11 II II II II II II II II II II II II II II II II II II II II II III � I / / � � / 1 1 II II II II II II II II II II � II II II II 11 II II II II II II II I 1 / � �, � / L II II II II I II I II I II II II II II / / 1 r — it 1 1- T — '77 — TT- — I T -T I -TT — TT' — rr- r- I -n — 'Tr tt- — I r- -i l — -77 77- — T -7 7-- -I —�0 4/ I � II II I, II II II II II II II II II II II II � I ; �' L-7- - II II II ---- ---------- --- ------I -------------— — — — — — — — — i aQ4J ? co l 2x8 P.T. DECK JOISTS PROVIDE FTG FOR PER ENG"S DETAILS STEPS TO GRADE (TYPIGAL? I AS NEEDED / / / CO8" GONG BLOCK 2 / FOUNDATION WALL 1 I / / m ON CONC FTG PER CONSTRUCTION ANGLE / / STRUCTURAL 32' - '-4 34'-0" 36'-8" SLAB PLAN '-4 / ENG S DETAILS (TYPICAL) / \ \ DEEPEN EDGE \ W/ ROD CONT PER ENG'S DETAILS (TYP) / v 20 °l , 39' - 84" CONSTRUCTION ANGLE NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. 2' '811 0 cc1 cnlcfJ 0 N SEE ATtAGI—IED ENGINEER'S DRAWINCrtS 4 DETAILS FOR FTG SIZES AND LOCATIONS PLANS ARE DRAWN IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2010, RESIDENTIAL PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY_ o ►_ O wU �F aXOU W W z J W U U a a a s Oit~XXa Uawwoww ww- _-owF_ 65aF_w owaao�� z of U O z n aQ0� 0�L,,00 m in N UzLWiLL_ zw»~O�� 2 <w��zww XaNU)>-Ua owwwMoz ao N>_>_X U ui ui UJ IL U) NK)Q O N O M O z CO UJ Ofhco O I ik W Z NNr,V) U Q = O w 5aQr-i_j IL p 5 U O� O O F 2 N Ld Q w C O N � N LO I W c14 U- o o U N m O Q 00 O \ Q Q M co Lu 0 F— rn <M O Mw a 0 CL J �o U Lu L1J Q 9 mQ Fp w2 =m a U u, C") �w tz U_ La,� Z Lo U a a C=D) a <L�NO)LL ryU) W w f— Z M o 0N< M JE LU LL o U U°moo Q m O JLu 0 } CJJ a z W Z J pM o a� n - cti U) W U fl - U) u) N wj o 0116 m LU rn W 0 rn Z LLW D J U LU U� zz Lij 00 U) L) Lu U ���/� VJ Q zW Q �U D Z Cc Q Lu —� F- Q M N F- 0 0 0 0 I 0 � II m +1 o v c 3 (n 0 0 Plan #: K1606 Job #: 17-1094 SHEET NUMBER A2ml 221-54311 STEPS TO GRADE AS NEEDED (RISERS NOT TO EXCEED 11/2" EACH) 10x10 COLUMN (TYPICAL) — 0 0 me's 109'-1" 65'-4" 22'-2" ENG BEAM BOXED TO STEPS TO MATCH WIDTH OF COLUMN I 1 GRADE AS Y441 I 2 W/ BUILT-IN RETRACTABLE A5.1 NEEDED (RISERS 53 A5 SCREEN (TYPICAL NOT TO EXCEED AT BACK PORCH) __\ -11/2" EACH) -I -4.. I•r�SiRim ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. '-4 32'- S3" 42 11'-22" 101-101, 34'-0" 36' -8" 109'-1" 42" 11'-22" FIRST FLOOR PLAN �z xoLE: 1/4 . V-011 MVAC LOCATIONS: HVAC #1 IN ATTIC OVER WALK- IN 2 HVAC #2 IN ATTIC OVER GARAGE HVAC #3 IN ATTIC OVER LANDING -4 11 39' -84" CONSTRUCTION ANGLE DWELLING UNIT TIER" IAL VOLUME 4(okOO CUBIC FEET SEE BUILDER FOR MECHANICAL VENTILATION SPECIFICATIONS PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. SQ, FTG. TA5UL AT I ON FIRST FLOOR LIVING - SECOND FLOOR LIVING TOTAL LIVING FRONT PORCH BACK PORCH OWNERS PORCH BACK BALCONY GARAGE TOTAL COVERED 3018 1623 4641 265 477 122 268 831 6604 COMMUNITY DEVELOPMENT /APPROVE® PLANS ARE DRAWN IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (201-1), RESIDENTIAL NOTES: 1 - ALL EXTERIOR WALLS ARE DRAWN AT 6" NOMINAL TO REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE). ACTUAL SIZE, SPACING AND GRADE OF LUMBER TO BE USED SHALL BE DETERMINED BY BUILDER PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES. 2 - ATTIC ACCESS TO BE 22"X30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS). 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO BE: - SOLID WOOD DOOR W/ Ii" MIN THICKNESS - OR, SOLID OR HONEYCOMB -GORE STEEL -OR, 20 -MINUTE FIRE -RATED (ANY DOOR CHOSEN SHALL HAVE A SELF -CLOSER) 4 - ALL SHOWER GLASS (FIXED GLASS, PARTITIONS t DOORS) ARE TO BE TEMPERED GLASS (SEE BUILDER FOR PRODUCT SPECS). O iJ - (01 \\ F_F_55L"F_w owa ao,-o zw U :3 Z n QQQ�Q�wO_O O cn- wI'm�N N 21-411 �- ww craEn NL) a. Z wwv Uwa— ��� U" Q 1 U J '�'l o l � -1 W Ln V) ZNr,V) A5.1 \ N i4)�n J� a0 5 U 0 o Cc of = U) 0 Q w O N � N � I W i i \ \ LL o o _ CDN a}o o a o <04 o 0)Q M O V ! Q M a _j ENG BEAM i i WIDTH OF COL \ \ \ H \ \ LLJ�_ Q mQ I --------- ------ 42 "h' WALL 10x10 COLUMN % (TYPICAL) I 10x10 COLUMN % (TYPICAL) ------- U I I ENG BEAM � Q Q G irpr) Q I L �pF- 0_j (TYPICAL) \ 10'_0" _4 W/ CAP 34,-0„ 1 V) J W LL_ O 12'_8" BOXED TO MATCH U°<o Q a T O J f0 Lu Y }Q m u) z LLJZ O < � rn W1)) J oM a� '1'-10" Q O N W u) N 0 w J C-6 uj cy) Lu � rn rn WIDTH OF COLUMN (TYPICAL) rr W V 2'-2" 2'-(o" 3'-4 3'- 14'-0" 10'-8" 3'-2" v 3'-2" I 3'-2" 3'-2" U \\ \ OWNERS % W U� 1 O z O O W ::) 0o \ \ PORCH \ \ � \ '/'�/ O I� I I I I A I I � � EXTERIOR SACK I = crU I I 1 Q \ C10'-1" tE HT) � STEPS TO I I � SASE GABS p 2x6 x6 (VERIFY PORCH -I Q GRADE AS NEEDED �U I I I I ON SITE) I 1 10"d � iv �z 17 cc Q W J (10'-4" IE HT) (PAVERS) I WINDOW LEDGEFRAME ``' �' E O Q FOR N F_ __ I O - c 0 I 0 N x CONCEALED \ z II O O O _ 112 I O A33 A33 E"D�GEINDOW r, +1 ° ai o c U \ 6 J I � I Plan #: K1606 A3m � BLACKOUT SHADES AT OWNERS SUITE \ \ DOORS t WINDOWS \ a '`�, 4'-8"x 11 , 2x6 2x6 WALL �� 2x6 CAFE _ \ \ _ 0 HOSE F \ (SEE DETAIL \ / \ A5.1) \ � p \ HOSE 4'-8" STOOP I r ------------- _ ------- i i li I -------- I I _ ¢ „ C10' -I" CEIL) ' = BIBB - Q \ \ BIBB 3 BUILT-IN BOOK I I I 10 -0 2 -8 mlc0 / ' \ O p \ NE ISS \ WALLBEAMS x GASE I I i FALSE 8x8 i FRAMED COFFER-�, (TYP) _ LL 3'x3' A/C I PADS 48"h SCREEN FENCE (TYP) ' cvU I rE2x6 U�t (STEP CEIL) \ 4'-4" 12'-6" 2'- 21'-(0" ; 1'-8" 4'-0" i' -0"`V A/G 19 x� I I �TANKLESS = --- -�-- -- -------- 1 -- ---- I I I I r 3 15 GAS WATER HEATER 02 EXERCISE 1 I I I I \\ CEIL �� 10'-I"� CEIL x �, C10' -I" CEIL) i i I i I I o L - - «3 A5 O \ \\� / - LIVING i i (COFFERED CEIL) i i i I I I I - 00 0 p n ?2 , 48„ �`+ \ 10 2x6WPLL ��� I Al" i i I I �' 6 "d FRAMED I I I O U z i 6 I 103 FINISH STORAGE VENTLESS ! I GAS FIRE- i HEADER (BTTM 0 I I I ( d) O 2x6 ALL -q } r - 1 81, 6/1 / CLO T I UNDER STAIRS [10'-I" FEATURE CEIL! ! g'_6" q}�) -�-.1 I 4x9 I WAt R 3 T I ISLAN 3 PER I W/ 1/2" G.W.B. 102 W/ T.V. OYER i L-_ - I I ISLAND GOO ERI I L—J I 2 STEPS TO = ml� BUILDE = 2x6 W -------_--_---____-� ---------- I I I TGHEN I = I O GRADE AS ,4 , w - I - � ----------- -, �---- - - - - -, �----- I ---------� I I � 0 (10'-I" CEIL) I _ I NEEDED / ,— WA ice\ I M Q ' A - - - - - _ r I I i i I I O lL I BUILT-IN CABINET U 13 I O \ �\ CEIL 108 tP I C10'-1 CEIL \ J Q 8"d FRAMED I PANTRY ENTRY OC / 3 a H ANPRO BUILT-IN - I BEAM TO CEIL I I I �t I tr I I cY PER BUILDER J C4 \ \ �, , .x9 IN - BOOK m CASE (BTTM m I I I I , N x rr CLOSET ND \\ Y `t 8'-6" AFF) (TYP) (SEE 4/A33) 11-2" OVENS �t I LIZ PER 10� �' \SEN 2x6 c4 4'-0" 5 0" 3'-6" cn 2 - _4 13'-6n I 1 I I WINE (0'-8" 3'-4" 2'-8" m �o' 0" I / \ BUILDER O #1 i' 104 - - ------------1 -- L __---------- ----� �---- — --- ----- ----- --- ---- - - n REF � � � - V / STOOP WALK-IN (10'-1" CEIL) � x � O 2x6 WALL --- ----- I - - - - - - - - - - - - - - - - - - - - - 2x6 WALL --- 2x6 ALL �� 36 h BASE GABS 122 V /0� U = OWNERS 0 -' GUARD/ HANDRAIL = = I I 8x8 FRAMED COLUMN WRAPPED C D W/ WALL GABS BUILT-IN SEAT OVER IN PANTY 3 \ / ` S V PLL A5.1 w 8AT4-I �• SOAP �+ 10'-I CEIL I I W/ G.W.B. CTYP) I I (SEE 4/A33) I I I I -� tt A33 A33 w/ PER STORAGE BUILDER / �klq�� 48"h SCREEN FENCE CTYP) p; r 2x6 HOSE BIBB (10'-1" CEIL) 0 36"h WALL ?"I W/ FXD GLASS a Ip°L 3 " NICHE - - I I I I - - A 113 ENTRY 114 (10'-I" CEIL) � 115 / � - / TANKLEOVER x0 L5 TO 2` 8'-0 AFF / I 101 O I A33 A33 I I _ ' 1 3� FRAME FOR FUTURE GATE 36" GAS WATER HEATER "1 6' b` cY11cfJ i'-4" �'-4" T-4" I 14'-8" a 5'-4" ' r 118 ? 8 3080 EXT DOOR ,\x GATE �,-k � „ m / ' / (FINISH OVER TO SERVICE ER }-� STUP I' L --- 8"d FRAMED = W / W /� / b / 0 MATCH INTERIOR AND EXTERIOR p A/G 33 q � I I BEAM TO CEIL N I I (BTTM s Q = C10' -I" /� r �U�/ 0 /� FINISHES) (TRASH CANS, N 109 TUB C10' -I" CEIL) 0 ' - 3 C2 STORY) 8'-6" AFF) CTYP) - I I 3 - r CEIL) LN Y J / % i POOL EQUIP a GENERATOR) �9 48 h (VERIFY Wp�.�- 2x6 BUILT-IN 51 .o 0 (SEE 4/A33) I I D IN INCA .o x "' (10'-I ELL) D 3 GUARD /(GAS/ N 4 „ ` SCREEN V-3 PENCE DECK HT) �I� 6► 3 BOOK CASES PER BUILDER N I I 8"x8" FRAMED COLUMN WRAPPED I (10'-I" CEIL) ? 6' RAIL �8" L /3/ryk J Q a O \ x BUILT-IN SEAT I W/ G.W.B. (TYP) 100 STEPS DOWN ' - - W/ St E PER B ILDER I (SEE 4/A33) O N / S'-6/1 AS NEEDED FULL DOWN 3 GAS �- 2 O I 2x6 W 2x6 L 2x6 L I - - - - - 2x6 WALL -8" / `� k6 36"h BASE ATTIC STAIRS `� STUB hk ,\,,D� \(o " �J I I rt O x 0 - TONT O O I CABS W/ LARGE 0u O UTILITY SINK `� W �, �l \ ' A51 I I `~ PORCi-i I I 3" J/ k6 rlc� I I I I HOSE l I (9'-6" fE HT) 1 1 I I BIBB /4',2„ (!J I I 2'-i" 3'-2 21-111 '11-411 -1'-41 2'-1" 3'-2L 2'41 I I � ' n � k ' Q I I I I I Q 36" GATE 2'-4" T-4" 14'-8" I -1'-4" '-4' 2 P.T. WGIOD I GUARDRAIL 10x10 COLUMN dJ I I - " O CO (TYPICAL) (TYPICAL) I I I - - -- \ 20° ----------- ———— — — — — —r ---� - GARAGE 0 I I ZI 1 I O La ENG BEAM 1 I I (10'-I" fE HT) Q ' 10 ° BOXED TO MATCH WIDTH OF COLUMN ( nX ;b dQ ° I STEPS TO GRADE W/ I (TYPICAL) m 20 HANDRAIL AS NEEDED I (RISERS NOT TO N CONSTRUCTION ANGLE I I EXCEED 11/7" EACH) r� I k6 __ 121 A5.1 I I I O 1 I I I I \ 120 I I I I d. 00 HOSE d 2 BIBB I I I ! A5.2 '-4 32'- S3" 42 11'-22" 101-101, 34'-0" 36' -8" 109'-1" 42" 11'-22" FIRST FLOOR PLAN �z xoLE: 1/4 . V-011 MVAC LOCATIONS: HVAC #1 IN ATTIC OVER WALK- IN 2 HVAC #2 IN ATTIC OVER GARAGE HVAC #3 IN ATTIC OVER LANDING -4 11 39' -84" CONSTRUCTION ANGLE DWELLING UNIT TIER" IAL VOLUME 4(okOO CUBIC FEET SEE BUILDER FOR MECHANICAL VENTILATION SPECIFICATIONS PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. SQ, FTG. TA5UL AT I ON FIRST FLOOR LIVING - SECOND FLOOR LIVING TOTAL LIVING FRONT PORCH BACK PORCH OWNERS PORCH BACK BALCONY GARAGE TOTAL COVERED 3018 1623 4641 265 477 122 268 831 6604 COMMUNITY DEVELOPMENT /APPROVE® PLANS ARE DRAWN IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (201-1), RESIDENTIAL NOTES: 1 - ALL EXTERIOR WALLS ARE DRAWN AT 6" NOMINAL TO REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE). ACTUAL SIZE, SPACING AND GRADE OF LUMBER TO BE USED SHALL BE DETERMINED BY BUILDER PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES. 2 - ATTIC ACCESS TO BE 22"X30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS). 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO BE: - SOLID WOOD DOOR W/ Ii" MIN THICKNESS - OR, SOLID OR HONEYCOMB -GORE STEEL -OR, 20 -MINUTE FIRE -RATED (ANY DOOR CHOSEN SHALL HAVE A SELF -CLOSER) 4 - ALL SHOWER GLASS (FIXED GLASS, PARTITIONS t DOORS) ARE TO BE TEMPERED GLASS (SEE BUILDER FOR PRODUCT SPECS). O iJ aLUZw w= U a a a Ow~ xxQ UaW WOww ww—F-0w� F_F_55L"F_w owa ao,-o zw U :3 Z n QQQ�Q�wO_O O cn- wI'm�N N zw� Z)o 2 H Na aooa = <w� 0 �- ww craEn NL) a. Dujww�oZao inn> -==}a U wwv Uwa— ��� U" Q VIDNMQ ONOM�O Q O M U J '�'l o l � W Ln V) ZNr,V) CDa=0w 5¢QM0 2 J� a0 5 U 0 o Cc of = U) 0 Q w O N � N � I W N LL o o CDN a}o o a o <04 o 0)Q M O V ! Q M a _j ~ w U w LLJ�_ Q mQ F– w r � Lm, a ww`Naa tz = U Z0x N N w Q Q G irpr) Q I L �pF- 0_j LL e- (n m ti ry W w r 0 F_ z M 0 Q — N V) J W LL_ O U°<o Q a T O J f0 Lu Y }Q m u) z LLJZ O < � rn W1)) J oM a� n Q O N W u) N 0 w J C-6 uj cy) Lu � rn rn rr W D U W U� z W ::) 0o U) C) W = crU Q zW Q �U �F_ �z cc Q W J Q N F_ O c 0 I 0 N II m +1 ° ai o c U ° D Plan #: K1606 Job #: 17-1094 toW 3:1 A3m 32'-83" 13'-2" 5 1 4,31-411 23'-0" 22'-2" PA 2-1'-02" 13'-2" T-4" \ P.T. WOOD GUARDRAIL (TYPICAL) i ' \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LINE OF I I I ENG BEAM I I LINE OF 10x10 COLUMN I \ FIRST FLOOR BOXED TO MATCH \ I BELOW (TYP) I I (TYPICAL) I I WIDTH OF COLUMN I I FIRST FLOOR BACK I I I BELOW (TYP) (TYPICAL) 42"h WALL BALCON� I I I I I \ � � W/ GAP I (9'-1" fE HT) 42"h WALL W/ CAP I I \ i \131-2111,ro -4 le 3 -8 2'-10" 16 11 -11 8 -311 2 t11 \ LINE of \ FIRST FLOOR \ I I I I I I L L BELOW (TYP)\ I N I I I I I O M � M I I � 31 \I I x �41" n \ \ 2x8 2x8 2x8 - - - 2x8 2x6 I 2x6 WALL - - - - - - 2x6 �411 \ c 2 J BUILT-IN SEAT \ \ 3 - 205 _ o PER BUILDER e LOFT (9'-1" CEIL) 1-411., 1 12'-&" 1 I � `200 2 I4CaI itl 6,-6„ C21 \ \ 2: 0 F a- 0 Of 0 ir X oww W wt � p w 16"d x 20"h `X 0 FRAME FOR I\ I ► DBL FRAMED DBL FRAMED i - \ O N O M z USD — co \ g�o1�;z r ATH CONGEALED IBLACKOUT SHADES Lf) - Z(nN^U) Li 8 WALL FOR 8 WALL FOR I 8'-0" CEIL \ STORAGE I e cr 02 AT SUITE i Q i SOUND SOUND C O N L0 N �O I OPEN TO AT SHOWER N LL o O OWNERS \ N INSULATION INSULATION I \ I Q M O I SUITE *12 rn a "2 BELOW DOORS < WINDOWS = I CC I (SEE DETAIL (SEE DETAIL epi —U V ma p U Q = a �m a awU)o W CEIL) (SEE DETAIL-I/A5.1) cv I\ I/A32) I/A32) 0 M a I 10 -OJ M—UnOIw u) CURB PU) 100 CE W w z j r- 0 0Q — N M �I 0 J E Lu LL c) U°cro Q� a T O J t0 w � m a z w 0 < z O 2x6 WALL \ - cc N U) w c/) (n N J \ I w (/) 204 4'- 13'-0" Z Kcy)rn Q 16'-2" p e LOFT (9'-1" CEIL) 1-411., 1 12'-&" 1 I � `200 2 I4CaI itl 6,-6„ C21 \ 2: 0 F a- 0 Of 0 ir X oww W wt � p w 16"d x 20"h owaQOFO Utn z QQ0�10�WOO O U)�-uw�mcn N UWwN �-� H W < < z O x W w maw NrUa O w W W m z 0 N>-S=rM U W W O O W a— ��� u% O N O M z USD — co \ g�o1�;z TILED SEAT Lf) - Z(nN^U) Li `w 1 O a= Ow 8'-0" CEIL 5<< a p 5 STORAGE I e cr � o _ (n 0 Q w rr C O N L0 N �O I OPEN TO AT SHOWER N LL o O \ N FOYER \ C) Q M O I SUITE *12 rn a "2 BELOW Fr M Q CC _j 0 F- epi —U V ma p U Q = a �m a awU)o W LJ Z,0 Lj L-------------1 as -^0 o I Q 0 M a I 10 -OJ M—UnOIw u) (9'-1" CEIL) PU) 100 CE W w z j r- 0 0Q — N M 0 J E Lu LL c) U°cro Q� a T O J t0 w � m a z w 0 < z O 2x6 WALL \ - cc N U) w c/) (n N J U I w (/) 204 Z Kcy)rn Q p m J U w� U� z w::) 0o i UU 2x6 WALL 203 2x(o crU U) Q i zw Q �U �z DOW Q Lu —J cn H Q c{1 M N H 0 J 0 0 I o 04 II m M -0ai +� a� o - C) - 0 L p \ m- Plan #: K1606 Job #: 17-1094 A3m2 LAND ING - U\ GUARD/ (9'-I" CEIL) -' \ HANDRAIL \ I — GUARD RAIL � \ 2x6 WALL 70 3'-10" z I ----� Z I 202 PULL DOWN GUARD I I ATTIC STAIRS RAIL \ x \ \ I I I e LOFT (9'-1" CEIL) 1-411., 1 12'-&" 1 I � `200 2 I4CaI itl 6,-6„ C21 5U I TE #4 (9'-1" CEIL) I O O O O I O I I I I I LINE OF FIRST FLOOR I BELOW (TYP) 1----'--------- i ------ - - -'- 1 ------- -- 1 ------'---J A5.1 A52 .n CIA 4'-0" 32'- 84" 49' - 4" NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCALUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNO LEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. i SECOND FLOO SCALE: 1/4" = 1'-0" HVAC LOCATIONS: MVAC #1 IN ATTIC OVER kALK- IN 2 HVAC *2 IN ATTIC OVER GARAGE HVAC 1*3 IN ATTIC OVER LANDING I O c{1 X SUITE 103 __ 5 CEIL) A5.1 8 r 209 I � � I tt I x 6'-10" 210 O \ P 211 O � C14 (0'-2" FURR WALL 0 0-1C:,A'T -0" CEILAS NEEDED TUB 3 TO FIT TUB C) LINE OF / `9 FIRST FLOOR 2x6 WALL BELOW (TYP) / BATH 03 / (9'-1" CEIL) tt / e / - - - - - - - - - - / / 2,'-0i" / COMMUNITY DEVELOPMENT / APPROVED 5/8" G.WZ 2x4 STUD: s 16" or - R -11 INSUL 1" 31/211 31/2 II 8" SOUND WALL. SCALE: 3/4" = 1'-0" 5/8" G.W.S. 2x4 STUDS 0 16 " O.G. R-11 INSULATION I" AIR -SPACE BETWEEN TAI 1 A3.2 PLANS ARE DRAWN IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2011), RESIDENTIAL NOTES: I - ALL EXTERIOR WALLS ARE DRAWN AT Co" NOMINAL TO REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE). ACTUAL SIZE, SPACING AND GRADE OF LUMBER TO BE USED SHALL BE DETERMINED BY BUILDER PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES. 2 - ATTIC ACCESS TO BE 22"X30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS). 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO SE: - SOLID WOOD DOOR W/ 1j" MIN THICKNESS - OR, SOLID OR HONEYCOMB -GORE STEEL -OR, 20 -MINUTE FIRE -RATED (ANY DOOR CHOSEN SHALL HAVE A SELF -CLOSER) 4 - ALL SHOWER GLASS (FIXED GLASS, PARTITIONS a DOORS) ARE TO BE TEMPERED GLASS (SEE BUILDER FOR PRODUCT SPECS). U- 0 U D \ 2: 0 F a- 0 Of 0 ir X oww W wt � p w of owaQOFO Utn z QQ0�10�WOO O U)�-uw�mcn N UWwN �-� H W < < z O x W w maw NrUa O w W W m z 0 N>-S=rM U W W O O W a— ��� u% O N O M z USD — co U g�o1�;z Lf) - Z(nN^U) `w 1 O a= Ow 5<< a p 5 STORAGE I e cr � o _ (n 0 Q w rr C O N L0 N �O I OPEN TO W N LL o O (9'-1" CEIL) N FOYER \ C) Q M O I I rn a "2 BELOW Fr M Q CC _j 0 F- epi —U V ma p U Q = a �m a awU)o W LJ Z,0 Lj L-------------1 as -^0 o I Q 0 M a 10 -OJ M—UnOIw u) PU) 100 CE W w z j r- 0 0Q — N M 0 J E Lu LL c) U°cro Q� a T O J t0 w � m a z w 0 < z O 2x6 WALL a - cc N 5U I TE #4 (9'-1" CEIL) I O O O O I O I I I I I LINE OF FIRST FLOOR I BELOW (TYP) 1----'--------- i ------ - - -'- 1 ------- -- 1 ------'---J A5.1 A52 .n CIA 4'-0" 32'- 84" 49' - 4" NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCALUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNO LEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. i SECOND FLOO SCALE: 1/4" = 1'-0" HVAC LOCATIONS: MVAC #1 IN ATTIC OVER kALK- IN 2 HVAC *2 IN ATTIC OVER GARAGE HVAC 1*3 IN ATTIC OVER LANDING I O c{1 X SUITE 103 __ 5 CEIL) A5.1 8 r 209 I � � I tt I x 6'-10" 210 O \ P 211 O � C14 (0'-2" FURR WALL 0 0-1C:,A'T -0" CEILAS NEEDED TUB 3 TO FIT TUB C) LINE OF / `9 FIRST FLOOR 2x6 WALL BELOW (TYP) / BATH 03 / (9'-1" CEIL) tt / e / - - - - - - - - - - / / 2,'-0i" / COMMUNITY DEVELOPMENT / APPROVED 5/8" G.WZ 2x4 STUD: s 16" or - R -11 INSUL 1" 31/211 31/2 II 8" SOUND WALL. SCALE: 3/4" = 1'-0" 5/8" G.W.S. 2x4 STUDS 0 16 " O.G. R-11 INSULATION I" AIR -SPACE BETWEEN TAI 1 A3.2 PLANS ARE DRAWN IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2011), RESIDENTIAL NOTES: I - ALL EXTERIOR WALLS ARE DRAWN AT Co" NOMINAL TO REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE). ACTUAL SIZE, SPACING AND GRADE OF LUMBER TO BE USED SHALL BE DETERMINED BY BUILDER PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES. 2 - ATTIC ACCESS TO BE 22"X30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS). 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO SE: - SOLID WOOD DOOR W/ 1j" MIN THICKNESS - OR, SOLID OR HONEYCOMB -GORE STEEL -OR, 20 -MINUTE FIRE -RATED (ANY DOOR CHOSEN SHALL HAVE A SELF -CLOSER) 4 - ALL SHOWER GLASS (FIXED GLASS, PARTITIONS a DOORS) ARE TO BE TEMPERED GLASS (SEE BUILDER FOR PRODUCT SPECS). U- 0 U D CL N� W w z a J WO 2: 0 F a- 0 Of 0 ir X oww W wt � p w of owaQOFO Utn z QQ0�10�WOO O U)�-uw�mcn N UWwN �-� H W < < z O x W w maw NrUa O w W W m z 0 N>-S=rM U W W O O W a— ��� u% O N O M z USD — co U g�o1�;z Lf) - Z(nN^U) `w 1 O a= Ow 5<< a p 5 U rn oF cr � o _ (n 0 Q w rr C O N L0 N �O I W N LL o O U-(0 N m O a OD o � C) Q M O Lu p rn a "2 > o Fr M Q CC _j 0 F- epi —U V ma p U Q = a �m a awU)o W LJ Z,0 Lj U cl:pw as -^0 o I Q 0 M a 10 -OJ M—UnOIw u) PU) 100 CE W w z j r- 0 0Q — N M 0 J E Lu LL c) U°cro Q� a T O J t0 w � m a z w 0 < z O Lup m Q C) Q L9 a - cc N U) w c/) (n N J U w J o 06 w w rn w (/) Z Kcy)rn Q p m J U w� U� z w::) 0o UU w= crU U) Q zw Q �U �z Q Lu —J H Q M N H 0 J 0 0 I o 04 II m M -0ai +� a� o C 3 C) U U) 0 L p Plan #: K1606 Job #: 17-1094 A3m2 " A A33 NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. C A33 NUNN 8"d FRAME 8"d FRAMED BEAM BEAM OPEN 8"x8" OPEN FRAMED COLUMN (TYP) B A33 OPEN 0 `Q , F A33 INTERIOR SCALE: I/4•• = I'_ E A33 TILED lP NICHE FIN FLOOR OF HOUSE 6" RECE6 - AT SHOWE A33 TAILS vERIF�r ALL TRIM DETAILS W/ BUILDER FRIOR TO CONSTRUCTION 1/2" G.W.B. FRAMED BEAM i 1x8 TRIM W/ 1x2 CAP 1 (BOTH SIDES) 1/2" G. W.5. (PAINT TO MATCH TRIM COLOR) 1x2 TRIM OVER 1x4 TRIM W/ 3/4" COVE MOULD —1x2 TRIM 8"x8" FRAMED COLUMN WRAPPED W/ 1/2" G.W.B. TO 9"x9" (PAINT TO MATCH TRIM COLOR) 1x8 BASE TRIM TYPICAL INTERIC FRAMED 5EAM/ COLUMN DETAIL SCALE; 3,4 , V -m 4 43,3 I GE BU I LIT- IN BOOKCASE PER BUILDE 11,,2 TREAD 1 I 1 1" NOSING % \ 101/211 RUN / TYP RISE/RUN/TREAD (20) RISERS a ill/g" EACH RUNS ® 10/2" EACH TREADS ® 11" EACH (W/ I" NOSING) 9 LANDING I (II) RISERS s trig" EACH (10) RUNS a 101/2" EACH 3 33 SIZE TYPE DOWN MANUFACTURER REMARKS 100 /H N SWING IL 5'-6" L] (2) 2'-6" x 8'-0" GU R TO BE DETERMINED P 102 2'-8" x 8'-0" INTERIOR SWING TO BE DETERMINED 5:<rrZI a0 5 103 3'-0" x 8'-0" INTERIOR 3'-3" GUARD/ HANDRAIL 5'-3" HEAD 6 8'-0" AFF 3'-6" LANDING (1) RISERS B t1ll/8" EA LANDING (6) RUNS m 10/2" EA STAIR DETAIL �z 2 33 (2) RISERS a t11/e" EA (1) RUN ® 101/2" ^IN GUARD/NAND RAILING NOTES 1. TOP OF GUARD-RAILS SHALL BE A MINIMUM OF 36" AFF 2. OPENINGS BETWEEN RAILING SPINDLES ARE TO BE A MAXIMUM OF 4" (A 4"0 BALL SHALL NOT BE ABLE TO PASS) 3. TOP OF HAND -RAILS B 36" AFF 4. STYLE OF GUARD t HANDRAILS TO BE DETERMINED STAIR SECTION GL H,, 6 (2) RISERS a t11/8" EA A3.3 STAIR SECTION SCALE- 1i4 V-011 3- A33 BUILT- IN BOOKCASE PER BUILDE STAIR SECTION SCALE: 1/4" = 1'-0" N 2 A3.3 DOOR SCHEID UL E - FIRST FLOOR aaz U (N, UaQ J w0 of SIZE TYPE OPERATION MANUFACTURER REMARKS 100 (2) 3'-0" x 8'-0" ENTRY SWING TO BE DETERMINED 5'-6" 101 (2) 2'-6" x 8'-0" INTERIOR POCKET TO BE DETERMINED z N N n N 102 2'-8" x 8'-0" INTERIOR SWING TO BE DETERMINED 5:<rrZI a0 5 103 3'-0" x 8'-0" INTERIOR SWING TO BE DETERMINED HEAD 6 8'-0" AFF 104 2'-6" x 8'-0" INTERIOR SWING TO BE DETERMINED 6'-0" 105 3'-0" x 8'-0" INTERIOR SWING TO BE DETERMINED 0 10(o 2'-8" x 8'-0" INTERIOR SWING TO BE DETERMINED W/ "SMARTGLASS" 10-1 (2) 1'-6" x 8'-0" INTERIOR SWING TO BE DETERMINED (4) 36" PANELS 108 (2) I'-6" x 8'-0" INTERIOR SWING TO BE DETERMINED 3'-0" 10g 2'-8" x 8'-0" INTERIOR SWING TO BE DETERMINED = m a U N wW'nW 110(4) 12'-0" x 8'-0" FRENCH GLIDER TO BE DETERMINED 36" PANELS W/ "SMARTGLASS" 111 3'-0" x 8'-0" FRENCH SWING TO BE DETERMINED HEAD a 8'-0" AFF 112 16'-0" x 8'-0" FRENCH GLIDER TO BE DETERMINED (4) 48" PANELS W/ SMARTGLASS 113 2'-8" x 8'-0" INTERIOR SWING TO BE DETERMINED U°cc: o Q 114 3'-0" x 8'-0" INTERIOR SWING TO BE DETERMINED O 115 2'-6" x 8'-0" INTERIOR SWING TO BE DETERMINED HEAD 9 1'-0" AFF flb— U) N w J o O2030 06 w rn 2'-0" 3'-0" 117 3'-0" x 8'-0" FRENCH SWING TO BE DETERMINED 2030 118 3'-0" x 8'-0" EXTERIOR SWING TO BE DETERMINED 20 MIN FIRE -RATED W/ CLOSER 119 3'-0" x 8'-0" EXTERIOR SWING TO BE DETERMINED 120 V-0" x 8'-0" GARAGE OVER -HEAD TO BE DETERMINED U 121 9'-0" x 8'-0" GARAGE OVER -HEAD TO BE DETERMINED 122 2'-6" x 8'-0" INTERIOR SWING TO BE DETERMINED U� 123 z z DOOR SCHEDULE - SECOND FLOOR aaz U (N, UaQ J w0 of SIZE TYPE OPERATION MANUFACTURER REMARKS 200 2'-6" x 6'-8" INTERIOR SWING TO BE DETERMINED 5'-6" 201 2'-8" x 6'-8" INTERIOR SWING TO BE DETERMINED z N N n N 202 2'-8" x 6'-8" INTERIOR SWING TO BE DETERMINED 5:<rrZI a0 5 203 2'-8" x 6'-8" INTERIOR SWING TO BE DETERMINED HEAD 6 8'-0" AFF 204 2'-6" x 6'-8" INTERIOR SWING TO BE DETERMINED 6'-0" 205 2'-6" x 6'-8" INTERIOR SWING TO BE DETERMINED 0 206 3'-0" x 1'-0" FRENCH SWING TO BE DETERMINED W/ "SMARTGLASS" 20i 12'-0" x 1'-0" FRENCH GLIDER TO BE DETERMINED (4) 36" PANELS 208 2'-8" x 6'-8" INTERIOR SWING TO BE DETERMINED 3'-0" 2013 2'-6" x 6'-8" INTERIOR SWING TO BE DETERMINED = m a U N wW'nW 210 2'-6" x 6'-8" INTERIOR SWING TO BE DETERMINED oQcr �F 211 2'-6" x 6'-8" INTERIOR SWING TO BE DETERMINED HEAD a 8'-0" AFF 212 2'-6" x 6'-8" INTERIOR SWING TO BE DETERMINED 5'-0" 213 2'-8" x 6'-8" INTERIOR SWING TO BE DETERMINED U°cc: o Q 214 2'-6" x 6'-8" INTERIOR SWING TO BE DETERMINED O WINDOW SCHEDULE aaz U (N, UaQ J w0 of MODEL* R/O WIDTH R/O HEIGHT HT TYPE LOCATION MANUFACTURER REMARKS O2856 2'-8" 5'-6" SINGLE HUNG HEAD w 8'-0" AFF TO BE DETERMINED O2646 z N N n N 2'-6" 4'-6" SINGLE HUNG HEAD g 8'-0" AFF TO BE DETERMINED 5:<rrZI a0 5 CO 2646 2'-6" 4'-6" SINGLE HUNG HEAD 6 8'-0" AFF TO BE DETERMINED TEMPERED ( WET AREA) O2860 2'-8" 6'-0" SINGLE HUNG HEAD 9 8'-0" AFF TO BE DETERMINED W/ "SMARTGLASS" O3060 0 3'-0" 6'-0" SINGLE HUNG HEAD A 8'-0" AFF TO BE DETERMINED W/ "SMARTGLASS" O2856 Q 2'-8" 5'-6" SINGLE HUNG HEAD 6 8'-0" AFF TO BE DETERMINED W/ "SMARTGLASS" O2030 a 2'-0" 3'-0" FIXED HEAD B 8'-0" AFF TO BE DETERMINED F_ W O2030 = m a U N wW'nW 2'-0" 3'-0" AWNING HEAD g 8'-0" AFF TO BE DETERMINED oQcr �F O3050 3'-0" 5'-0" SINGLE HUNG HEAD a 8'-0" AFF TO BE DETERMINED C/) O3050 rcj) doo Ir 3'-0" 5'-0" SINGLE HUNG HEAD 9 1'-0" AFF TO BE DETERMINED J w w o O2550 U°cc: o Q 2'-8" 5'-0" SINGLE HUNG HEAD o 1'-0" AFF TO BE DETERMINED O O2646 Z 2'-6" 4'-6" SINGLE HUNG HEAD 9 1'-0" AFF TO BE DETERMINED U) N w J o O2030 06 w rn 2'-0" 3'-0" AWNING HEAD s 1'-0" AFF TO BE DETERMINED O 2030 2'-0" 3'-0" AWNING HEAD e 1'-0" AFF TO BE DETERMINED TEMPERED (WET AREA) w o _F- p U aaz U (N, UaQ J w0 of z0�-r a- 0 aW Woww ww--pwF_ m m Al FF pwQ QOf-o z UpZ QQ0� �w00 cnF- LdwmFN N 0 Z ii N zL,L E- <wwW 0 K d N } U a 95 p x W W M 0 z a0 Ld U ww=2wa L,L1 Q F— cn C,4 pNO0 Mt°0 U-O wO w z N N n N c�Q�az w = 5:<rrZI a0 5 U of C _cn p N Q w a ClI O N to N L1 N LL. 0 LL. `° N m O \ o Q o Q F --Q M O M W Q a J M0 U w Lu Q R:z mQ 0 F_ W = m a U N wW'nW U w 0 — 20 oQcr �F Q 0)a �a cna)L, C/) rcj) doo Ir W w I— Z M o 0N< cr) U) J w w o U°cc: o Q a J f6 OLu } Q Z 0 Lu O Z Lu rn 0 M d cr 0 N w U U) N w J o > 06 w rn w U � � Z w 0 — W U LU U� z z w::) go cf)U Lu crU U) Q zw Q m �U 2 D Z Q J TW 1 Q N 0 O 0 I O c14 II LL. 1 � ai o c 3 U (n 0 Plan #: K1606 Job #: 17-1094 A3m3 9'-1" 1E HT FINISH FLOOR - - ' - - 10'-1" IE HT - - STUCCO FINISH (TYP) SCREEN FENCE (TYP) FINISH FLOOR OF HOUSE FINISH FLOOR - OF GARAGE FINISH GRADE 9'-I" fE HT Gi FINISH FLOOR - - Mt ' - - 10'-1" fE HT FINISH FLOOR N FINISH GRADE HARD I -LAP SIDING (TYP) GALVALUME METAL ROOF 5/4"x4 CORNER (TYPICAL) TRIM (TYP) 12 12 2x4 CAP 5/4"x4 TRIM (EACH SIDE) 4x4 POST 1x6 VERTICAL W/ 1/2" SPACE BETWEEN 5/4"x6 TRIM (EACH SIDE) n SECTION ELEVATION TYP SCREEN FENCE DETAIL( sGALE 3/4 . V -0 11i aa.i GAL V� METAL (TYPIC FIXED SHUTTER (TYPICAL) 5/4"x4 CORNER TRIM (TYP) HARD I -LAP SIDING (TYP) - DECORATIVE BRACKET (TYP) �r 10x10 COLUMN (TYPICAL) — P.T. WOOD GUARDRAIL (TYPICAL) 12 — Q 3 GALVALUME METAL ROOF (TYPICAL) NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. 11'-10" ., 3'-8" 12 7 FALSE LOUVERED VENT (TYPICAL) - 51-511 31-511 m DECORATIVE BRACKET (TYP) In 5/4"x TRIM TO BOTTOM OF FRIEZE 5/4"x4 SIDE TRIM 5/4"x SILL W/ 5/4"x6 APRON TYP WINDOW TRIM AT HARDI-LAP SIDING, SCALE- IR = V-011 GALVALUME METAL ROOF (TYPICAL) F/"DECORATIVE BRACKET (TYP / //// //// //// ) AM, 1101010 � 9'-1" fE HT cnitt FINISH FLOOR - 10'-I" P HT - - DECORATIVE BRACKET (TYP) 10x10 COLUMN -� (TYPICAL) FINISH FLOOR �t FINISH GRADE 3/4"x5" FOAM TRIM W/ STUCCO FINISH 3/4"x5" FOAM TRIM W/ STUCCO FINISH 3/4"x5" FOAM TRIM W/ STUCCO FINISH (BEVEL SILL FOR RUN-OFF) TYP WINDOW TRIM AT STUCCO FINISH SCALE: 1/2" = 1'-0" PEAK OF ROOF STRUCTURE COMMUNITY DEVELOPMENT ^.pPROVED FIN FLOOR OF HOUSE FIN FLOOR GARAGE FINISH GRADE PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 25" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. u- 0 9'-1" fE HT W W QJ N 2 J W U OW~ ~WXQ U a W W O W W wwF----OUJF- ������a owaao�� zx UOZ r� QQWwwobO ~LiamF- vJ N OZL. W N zw»o�� �- <(r <zww waNNrUa wW-wwMoz (n> -=2}w U W W U U W a a—a uajf 3 I-- 000na Q M r- 0 UJ�O N o 1 4k n w z(nNnN UQ =OW a M 5 Q a o 5 U 0 O D O~ m V) O I Q w a c O N tto o N 1 U1 W N n LL o O u- co N J O - - FINISH FLOOR - W M O 10'-I" fE HT -1 - - - -� w °� w Q mill `r STUCCO V m< N Ww�W Lu FINISH (TYP) _ U • � SCREEN 8 Q FENCE (TYP) aorna�� F- COMMUNITY DEVELOPMENT ^.pPROVED FIN FLOOR OF HOUSE FIN FLOOR GARAGE FINISH GRADE PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 25" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. u- 0 W� ~F -O CJ NF W W QJ N 2 J W U OW~ ~WXQ U a W W O W W wwF----OUJF- ������a owaao�� zx UOZ r� QQWwwobO ~LiamF- vJ N OZL. W N zw»o�� �- <(r <zww waNNrUa wW-wwMoz (n> -=2}w U W W U U W a a—a uajf 3 000na Q M r- UJ�O N o 1 4k w z(nNnN UQ =OW a M 5 Q a o 5 U 0 O D O~ m V) O Q w a c O N tto o N 1 W N n LL o O u- co N } m O Q M o C—) M o Q mo a J i U w °� w Q R _ m Q f- V m< N Ww�W Lu U_ z -Lo U Qa�o Q aorna�� F- rnii ry W w Z M o 0c\1 Q — M (n J E Lu u- O U U°moo aLu� a O J c0 Y } m C7 Q z 3 3 � DU)F- Lu 0 3 Z O < U) LU 0)> M Q ° a0Lo w N U w J 06 Ir LU rn w rn rn Z F_ LL Q m D 00 J U >- w U� zz wD go U) C) LU �:E U W Q Zw Q �U �z Q Lu Z �Q M N F- 0 J O 0 O r C,4 II m 4 +� o 0 0 Plan #: K1606 Job #: 17-1094 SHEET NUMBER A4m - - S' - i" fE HT - - 6� FINISH FLOOR - - (ilk ' - - 10'-i" fE HT _dde 12 12 ,p Q-1 12 fE HT _ 12 12 �p d� GALVALUME m METAL ROOF (TYPICAL) - - V-1" fE HT 1E HARD I -LAP DECORATIVE SIDING (TYP) BRACKET (TYP) GALVALUME 5/4"x4 CORNER 10x10 COLUMN METAL ROOF (TYPICAL) TRIM (TYP) (TYPICAL) (P 12 W/ CAP 42"h WALL Q3 STUCCO LN FINISH (TYP)`:.STUCCO JOINT. 0 " : AT FRAMED..: FIXED SHUTTER FUTURE DOOR '• - ." :. (TYPICAL) FINISH FLOOR - OF HOUSE ATTIC STORAGE TRUSSES (SPACE AVAILABLE TO BE FINISH FLOOR DETERMINED BY MANUFACTURER) -' = OF GARAGE (SPACE AVAILABLE TO BE ATTIC STORAGE TRUSSES � �— �� —� ��/� �•.:••:...�.•.�. .. .�.,., .... � DETERMINED BY MANUFACTURER) ..::•:'::'•: ' :. '•' : — — — — — — — — — — — — — — — / 0 7/12 / 2 V 44 0 X ROOF FLA ' � � , n� K �f I � m / Q' SCALE: 1/8" = 1'-0" / "SEALED ROOF" W/ NO VENTILATION 9'-1" fE HT FINISH FLC 10'-1" lE H1 10x10 CC ( TYP I CA FINISH FLC FINISH GR4 SCREEN FENCE (TYP) " ..5 EN : " FENCE (TYP). STEPS TO GRADE STUCCO AS NEEDED FINISH (TYP) LEFT ELEVATION, SCALE: 1/4" = 1'-0" 5/4"x TRIM TO BOTTOM OF FRIEZE 5/4"x4 SIDE TRIM 5/4"x SILL W/ 5/4"x6 APRON TYP WINDOW TRIM AT HARIDI-LAF SIDING. SCALE: 1a . V-011 PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. - _ FINISH FLOOR - 10'-1" fE HT - - 10x10 COLUMN (TYPICAL) - FINISH FLOOR FINISH GRADE STEPS TO GRADE AS NEEDED 3/4"x5" FOAM TRIM W/ STUCCO FINISH 3/4"x5" FOAM TRIM W/ STUCCO FINISH 3/4"x5" FOAM TRIM W/ STUCCO FINISH (BEVEL SILL FOR RUN-OFF) TYP WINDOW TRIM AT STUCCO FINISH SCALE: 1a _ V-011 NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET � I UVVV FINISH (TYP) AS NEEDED FINISH (TYP) RIGHT ELEVATION scnLe, v< V-011 m TY DEVELOPMENT 'ROVE® T -- r�li'� OOR 4T TIVE -1 T (TYP) 0 R R � _ 0 2ADE o F_ p U aw0U N� W W Q J L V OX~~IYXQ Ud IU�0WW W W— F— p W F � d W w O W Q Q U�- Z w UD Z n QQct O�mFN N 0 Z Lwi LL, Ln ZW»O�2 _ <L�FZow LD itaLnLn}Ua 95 °wwwX0Z ao Ld U LwU vL LL- L% Q MWO O QNMO t W cn - u) ZN Nr,u) Iz U Q = O w SQQr�i� (LOM U (f)5 0 , o D o�_ 0 V)0 Q w C O N CID N co W N r u_ o O u_ co N } m o p Q M O 0 M 0 U) O Q o Lu W Q M< 0 m Q Qw,No F U M Er U Qac^� O Q G 0 o) Q W NrnL, W w Z co 0� O — N Q C7 L/) J E w w O C) mo o Q a � Ouj m a zY o wZ F_ ir O < 0 cf) > W O J a0 CC d Q ° L? — N W 0 cV w J o 06 w rn Lu - cy) C7 rn Z H w — D W U >_ W Ucr Z~ Z W D 0 �U W = �U Cf) Q Z W Qm �U �z Q W --� _� F— Q M N F— O O 0 I o \ II m 1 0 ai C 3 U U) D i C] Plan #: K1606 Job #: 17-1094 SHEET NUMBER A402 %------------------------`\ I I 1 — I t I --- 2x8 STUDS I WINDOW/DOOR UNIT PER PLAN ___________ __ VERIFY BLACKOUT (2) 2x4 STUDS i i WINDOW REQUIREi ------------------------� W/ BUILDER 5Lt4C<0UT WINDOW FRAMING DETAIL ai SCALE: 11/2" = 1'-0" A5 12 r1 _ 41i2" 2'-0" Ixfo TtG DECKING OVER PLYWOOD SHEATHING 2x6 TRIM (2) 2x6 TOP 112 5/4"x10 TRIM 1x12 TRIM ENG BEAM BOXED TO MATCH WIDTH OF COLUMN DECORATIVE BRACKET 1x2 TRIM ENG ROOF TRUSSES PE R TRUSS MANUFACTURER FINISHED GALVALUME METAL RC OF PEEL t STICK DETERMINED BY TRUSS ROOF SHEATHING Q MANUFACTURER) 2'-0" OVER -HANG 10x10 COLUMN (TO END OF TRUSS TAI ) HURRICANE CONNECTOR z PLYWOOD AT EACH MEMBER PER DECKING ENG'S DETAILS 4" CONC SLAB 2x6 NAILER FRAMED COFFER BEAMS 2x6 LOOKOUTS B 24" C.C. II a GALv EAVE DRI ENG'S DETAILS IN ROOF CFMEN -1 i I-III-III=III I -III=�11 W/ PEEL t STIC 4" MIN LAPPED OVER Ij III Ix2 FURRING PER ENG'S DETAILSlie;CONG d • Ix8 FASCIA OVER SLOPE FOR 2x6 SUB -FASCIA d ___• I I I= Ix4 TRIM 1=1 I I � I -III -I 11=1 11=1 HARDIE-PANEL 5OFFIT (NO VENTILATION) r L I V I NG COLUMN 2x6 FRIEZE SCALE: 3/4" = P -m" Ix TRIM I 1=1 I IXIO TRIM PER ENG'S DETAILS d° 10x10 COLUMN x _ 1 6x6 POST m 0 ix TRIM IXIO TRIM SLOPE FOR DRAINAGE 1/8" / 1'-0" PAVERS 10x10 COLUMN (VERIFY THICKNESS) 1x6 BASE TRIM 4" GONG SLAB FINISHED FLOOR Q_ — STUCCO FINISH OVER -III-III-IIIIII-III=111-I II FOUNDATION WALL -I � I—III-III=1 I I=III=1 I " 8" CONC BLOCK —I I II i I I II STUCCO SCREED FOUNDATION WALL PER ENG'S DETAILS II FINISHED GRADE VERTICAL RODS — — PER ENG'S DETAILS j _ 11- - IL =1II-III-III- I I-1 I E1 I I I -I I I -III, -III-III tt. III -I GONG FOOTING W/ II I II I 1 _III DONT RODS PER =1 1=111=III-1 1=1I°I=1 1=1 I I- ENG'S DETAILS '''=III -1 I I-1 I I-1 I I1 I I-1 I I-11 OWNERS PORCH SEG SCALE: 3/4" = 1'-0" 12 SPRAY FOAM :.. INSULATION (2) 2x6 TOP 1Elo 1/z" SHEETROCK (WALLS t CEILING) HEADER FRAMING PER ENG'S DETAILS INTERIOR TRIM TO BE SELECTED WINDOW UNIT PER m ct w O�III wd) Zlu d)U_ LU z F MANUFACTURER'S SPECS 2x6 STUDS (SPACING PER ENG'S DETAILS) R-19 INSULATION 2x6 P.T. SOLE ff' BASE TRIM TO BE SELECTED 3/4" TdG PLYWOOD FLOORING (2) 2x6 TOP fE 1/2" SHEETROGK (WALLS t CEILING) HEADER FRAMING PER END'S DETAILS INTERIOR TRIM TO BE SELECTED WINDOW UNIT PER MANUFACTURER'S SPECS ENG ROOF TRUSSES PER TRUSS MANUFACTURER GALVALUME METAL ROOF PEEL t STICK ROOF SHEATHING HURRICANE CONNECTOR AT EACH MEMBER PER END'S DETAILS 2'-0" 2'-0" OVER -HANG (TO END OF TRUSS TAIL) 2x BLOCKING (BEVEL TOP TO MATCH ROOF PITCH) 2x6 NAILER 2x6 LOOKOUTS 6 24" O.C. GALV EAVE DRIP IN ROOF CEMENT W/ PEEL t STICK LAPPED OVER —1x2 FURRING STRIP 1x8 FASCIA OVER 2x6 SUB -FASCIA Ix4 TRIM HARDIE-PANEL SOFFIT (NO VENTILATION) 2x6 FRIEZE 5/4"x TRIM 5 4"x6 TRIM ALV FLASHING I/ HOUSE -WRAP LAPPED OVER HARDIE-LAP SIDING OUSE - W RAP ALL-5SHEATHING QALY FLASHING V HOUSE -WRAP APPED OVER /4"x10 TRIM OVER /4"x8 NAILER TUCCO FINISH )VER METAL LATHE 11�01JSE-WRAFD ALL SHEATHING 1"x5" FOAM TRIM / STUCCO FINISH OVER (BEVEL TOP R RUN-OFF) I SET FRAMING 1/2 " T ALLOW SHEATHING TO E FLUSH W/ CONC BLOCK 1'x5" FOAM TRIM STUCCO FINISH VER (BEVEL TOP 2x6 STUDS (SPACING OR RUN-OFF) PER ENG'S DETAILS) R-19 INSULATION j:: TUCCO FINISH iVER METAL LATHE HOUSE - WRAP 2x6 P.T. SOLE fF WALL SHEATHING BASE TRIM TO BE SELECTED 4" CONC SLAB PER STRUCTURAL ENG'S DETAILS `I BEEP SCREED FINISHED f / HOUSE -WRAP EL: +28 FLOOR LAPPED OVER --Tr—nT=Tn-- TUCCO FINISH OVER 171117111=1 iI= II° OUNDATION WALL � —III—III—III—III II d �:. Q � I-III-III=III-I I; ° -III-III-III-III II ' 1=III-III-III-I II :: 8" CONC BLOCK -1 I III—III Tu SCREED SCREED FOUNDATION WALL I =III- INISHED GRADE PER ENG'S DETAILS 4" MIN -III-III- =1 1 1-111- VERTICAL RODS III- ° III-1� I PER ENG'S DETAILS < d ° il, ` •� ° C FOOTING W/ NT RODS PER -III-I 1=1 I I 'S DETAILS I -III -I 11=1 1 11 11=1 11=1 11=1 I I- ' l l =1 11=1 11=1 11=1 11=1 I I -III- ' 1 1 I _III—III—III—I' ' T*rf=1CAL I -STORY ENG BEAM BOXED TO MATCH WIDTH OF COLUMN 10x10 COLUMN P.T. WOOD GUARDRAIL ENG BEAM BOXED TO MATCH WIDTH OF COLUMN 12 12 ENG ROOF TRUSSES PER MANUFACTURER ( TYP I CAL) NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. BACK 2x6 FRAMED BALCON*r LOST LANDING WALL (TYP) 42"h WALL W/ GAP - 20" ENG FLOOR 12 ENG ROOF TRUSSES SLOPE FOR TRUSSES PER f- GUARD PER MANUFACTURER DRAINAGE MANUFACTURER RAIL j (TYPICAL) -0n u i F, ENG BEAM BOXED ml`r TO MATCH WIDTH - - - -- - OF COLUMN Z -7 ATTIC 5ACK FINISHED FIN FLOOR (SPACE TO BE - DETERMINED BY TRUSS n LAPPED OYER Q MANUFACTURER) FALSE Sx81VE 10x10 COLUMN Ul a pp/� II II 1 01`l�1"f Iti STUCCO FINISH OVER z PLYWOOD II f ° II DECKING NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. BACK 2x6 FRAMED BALCON*r LOST LANDING WALL (TYP) 42"h WALL W/ GAP - 20" ENG FLOOR 12 ENG ROOF TRUSSES SLOPE FOR TRUSSES PER f- GUARD PER MANUFACTURER DRAINAGE MANUFACTURER RAIL j (TYPICAL) -0n u i F, ENG BEAM BOXED ml`r TO MATCH WIDTH - - - -- - OF COLUMN Z -7 5UILDING SECTION SCALE: vn . V-011 SECT I ON P.T. T x4 P- P.T. Sf O.C_ x4 P.1 ELEVATION P.T. WOOD GUARDRAIL DETAIL SCALE: 3/4" = 1'-011 fE HT .2 A5.1 INSET FRAMING 1/2" TO ALLOW SHEATHING TO BE FLUSH W/ CONC BLOCK 2x6 STUDS (SPACING PER ENG'S DETAILS) OPTIONAL STUCCO FINISH R-19 INSULATION OVER METAL LATHE HOUSE - WRAP 2x6 P.T. SOLE fE WALL SHEATHING BASE TRIM t0 BE SELECTED 8" CONC BLOCK FOUNDATION WALL PER END'S DETAILS WALL 5ACK FINISHED FIN FLOOR W/ HOUSE -WRAP Ca OF HOUSE n LAPPED OYER J FALSE Sx81VE 10x10 COLUMN Ul a pp/� II II 1 01`l�1"f Iti STUCCO FINISH OVER LL II f ° II FOUNDATION WALL ap Z 4" CONC SLAB ° II FRAMED COFFER BEAMS PER STRUCTURAL II a 5¢QM=3 CL o S ENG'S DETAILS °nd -1 i I-III-III=III I -III=�11 I� _-111 � 1= 4" MIN - Ij III 8"x8.. PER ENG'S DETAILSlie;CONG d • 1 ° SLOPE FOR O N to N t° I d ___• I I I= II d FINISHED GRADE 1=1 I I � I -III -I 11=1 11=1 TT1Rr-rT-7?1^ -I I IIII-_III-I I II 4" MIN TYPICAL I -STORY r L I V I NG COLUMN 111=III=III- SCALE: 3/4" = P -m" DRAINAGE I 1=1 I o PER ENG'S DETAILS d° IIS °d ! -GONG FOOTING W/ f____ M O 2x6 a III -NT RODS R °• I I -III �°G ¢ M '1-IIII�IIIII�IIIIIIIII111l1II„111 s DETAILS -111 O a Q TYP I CAL GARAGE ,M o �ftz' U Lu FRAMED U U m ¢ ¢w -o w 1/811/11-011 wz,nw� U Q ¢a0^� o w WALL orna 6��Dv~irnu- � rollooU) CC W w Z m o r- 0 0 —N co (TYP) J E W 11 O U°moo Q 4" CONC SLAB a c O J tII Lu Y } m C7 Q Z 0 w o Z O , >w � rn co CO ° a0 12-—U) KITCHEN w co � N � W/ PAYERS wJ 06 LUrn rn 07 Z U- < — ISLAND - OVER W BEYOND III -I 11-III=III=III=1 I -I l _ -III=1 I I=111=111=1 I 1=1 117 -III "-' I- S GONG BLOCK i IIII 1=III-III III-IIII III-IIII 11-I I I -III -I I I -I I I -I I I- I_ I- - _ _- IIIIIIIII-III-III-III-III-III III -I I- FOUNDATION WALL -III III=1—III1 - _- I IElIII-I I I -I I I -I I -I I MI I I II ON CONC FTG PER -1 11= IIII 11-III—I 1-1 11=1=1 I I -I -I I STRUCTURAL U� -IIIIII=III= I'' ' III— III—III- END'S DETAILS 5UILDING SECTION SCALE: vn . V-011 SECT I ON P.T. T x4 P- P.T. Sf O.C_ x4 P.1 ELEVATION P.T. WOOD GUARDRAIL DETAIL SCALE: 3/4" = 1'-011 fE HT .2 A5.1 INSET FRAMING 1/2" TO ALLOW SHEATHING TO BE FLUSH W/ CONC BLOCK 2x6 STUDS (SPACING PER ENG'S DETAILS) OPTIONAL STUCCO FINISH R-19 INSULATION OVER METAL LATHE HOUSE - WRAP 2x6 P.T. SOLE fE WALL SHEATHING BASE TRIM t0 BE SELECTED 8" CONC BLOCK FOUNDATION WALL PER END'S DETAILS TIONr(o WALL WEEP SCREED �— FINISHED FIN FLOOR W/ HOUSE -WRAP Ca OF HOUSE n LAPPED OYER J ,d,�j.j 91 Ul EXPANSION JOINT Iti STUCCO FINISH OVER LL II f ° II FOUNDATION WALL ap Z 4" CONC SLAB ° II PER ENG'S DETAILS PER STRUCTURAL II a 5¢QM=3 CL o S ENG'S DETAILS °nd -1 i I-III-III=III I -III=�11 I� _-111 � 1= 4" MIN VERTICAL RODS III= Ij III Q PER ENG'S DETAILSlie;CONG d • 1 ° STUCCO SCREED O N to N t° I d ___• I I I= II d FINISHED GRADE 1=1 I I � I -III -I 11=1 11=1 TT1Rr-rT-7?1^ -I I IIII-_III-I I II 4" MIN TYPICAL I -STORY -111-111==ill- 111=III=III- SCALE: 3/4" = P -m" - 111 VERTICAL RODS — I 1=1 I o PER ENG'S DETAILS d° IIS °d ! -GONG FOOTING W/ f____ M O 1I I I 1=1 I_�---' a III -NT RODS R °• I I -III �°G ¢ M '1-IIII�IIIII�IIIIIIIII111l1II„111 s DETAILS -111 O a Q TYP I CAL GARAGE TIONr(o WALL 5ECTION FINISHED WALL SECTION � a SCALE: 3/4” 1'-0" ,d,�j.j SCALE: 3/4'• = 1'_0" A5.1 1 A5.1 12 SPRAY FOAM INSULATION (2) 2x6 TOP P — 112" SHEETROCK (WALLS 4 CEILING) HEADER FRAMING PER ENG'S DETAILS INTERIOR TRIM TO BE SELECTED WINDOW UNIT PER MANUFACTURER'S SPECS -4" CONC SLAB PER STRUCTURAL ENG'S DETAILS Im 2x6 STUDS (SPACING PER ENG'S DETAILS) R-19 INSULATION 2x6 P.T. SOLE fE BASE TRIM TO BE SELECTED 4" GONG SLAB PER STRUCTURAL ENG'S DETAILS FRONT 2x P.T. DECK JOISTS11 11 ENG ROOF TRUSSES PER TRUSS MANUFACTURER GALVALUME METAL ROOF PEEL < STICK ROOF SHEATHING HURRICANE CONNECTOR AT EACH MEMBER PER ENG'S DETAILS 2'-0" 2'-0" OVER -HANG (TO END OF TRUSS TAIL) 2x BLOCKING (BEVEL TOP TO MATCH ROOF PITCH) 2x6 NAILER 2x6 LOOKOUTS im 24" O.C. GALV EAVE DRIP IN ROOF CEMENT W/ PEEL d STICK LAPPED OVER —1x2 FURRING STRIP 1x8 FASCIA OVER 2x6 SUB -FASCIA 1x4 TRIM HARDIE-PANEL SOFFIT (NO VENTILATION) 2x6 FRIEZE I" FOAM TRIM W/ STUCCO FINISH OVER INSET FRAMING 1/2" TO ALLOW SHEATHING TO BE FLUSH W/ CONC BLOCK 1"x5" FOAM TRIM W/ STUCCO FINISH OVER (BEVEL TOP FOR RUN-OFF) STUCCO FINISH OVER METAL LATHE HOUSE - WRAP WALL SHEATHING 6x10 BEAM DECORATIVE BRACKET 10x10 COLUMN COMMUNITY DEVELOPMENT APPROVED NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. o � p U W N� a�0U W W< J w U U a X w WEEP SCREED FINISHED f W/ HOUSE -WRAP FLOOR ___ a______ a LAPPEDo R a II° STUCCO FINISH OVER ='=1II—III -IIII 11--1 � I -III 11=III-III-III n d FOUNDATION WALL =III -III -III -III I I =III=III-IIII =III—III=III 8" GONG BLOCK I II f ° II STUCCO SCREED FOUNDATION WALL =III= II FINISHED GRADE PER ENG'S DETAILS 5¢QM=3 CL o S UU)o� -1 i I-III-III=III I -III=�11 I� _-111 � 1= 4" MIN VERTICAL RODS III= Ij III Q PER ENG'S DETAILSlie;CONG d • 1 ° FOOTING W/ O N to N t° I d ___• I I I= CONT RODS PER 1=1 I I � I -III -I 11=1 11=1 11=1 11=1 11=1 11= ENG'S DETAILS TYPICAL I -STORY WALL SECTION 3 SCALE: 3/4" = P -m" m 6x10 BEAM DECORATIVE BRACKET 10x10 COLUMN COMMUNITY DEVELOPMENT APPROVED NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. o � p U W N� a�0U W W< J w U U a X w OM~~wX¢ Ud 0 w w ww--ow� craw ow¢¢OE-O Z x 0:) Z ^ ¢¢www00 0 FC uzui tWim it - zwOOp�M 2 <w< <zww 0 1dfnN}Ud �Li wwwm0z O a 0NOMcco Q O M ^ UV) -old W z(0 N n N =041 5¢QM=3 CL o S UU)o� 0cncn 0 Q w w C O N to N t° I W U- o o co N m o Q M O Q ¢ M > O O a Q aJ ,M o �ftz' U Lu m Q U U U m ¢ ¢w -o w , ` v wz,nw� U Q ¢a0^� o w orna 6��Dv~irnu- � rollooU) CC W w Z m o r- 0 0 —N co J E W 11 O U°moo Q a c O J tII Lu Y } m C7 Q Z 0 w o Z O , >w � rn co CO ° a0 12-—U) Q N w co � N � U Lu C wJ 06 LUrn rn 07 Z U- < — 0 W U W U� Z~ z uj D 00 110U W = �U U)a zW Q m �U �z Q J TW 1 M N O 00O O _ C4 II � ai ai 0 o C 3 0 cr) U 0 0 Plan #: K1606 Job #: 17-1094 ■ 12 SPRAY FOAM INSULATION —: :.'• (2) 2x6 TOP fE 1/2" SHEETROCK (WALLS E CEILING) R ENG ROOF T SSES PER TRUSS MANUFACTURER 2x6 STUDS (SPACING GALVALUME ETAL ROOF PEEL E STICK 6x6 ROOF SHEATHING HURRICANE CONNECTOR WALL SHEATHING AT EACH ME BER PER ENGS DETAI S 2'-0" OVER- ANG (TO END OF TRU55 TAIL) lx 2x FIRE BLO KING (BEVEL TOF t0 MATCH ROOF PITCH BASE TRIM TO BE 2x6 NAILER SELECTED PEEL E STICK 2x6 LOOKOUTS g 24" O.C. FLOORING GALV W ROC AVE DRIP GEMENT - W/ PEEL t STICK 20" ENG FLOOR LAPPE ID OVER TRUSSES PER —1x2 FURRING STRIP MANUFACTURER FASCIA — OVER L1x8 2x6 SUB -FASCIA 1x4 TRIM HARDIE-PANEL SOFFIT (NO NTILATION) \--2x6 FRIEZE STUCCO FINISH OVER METAL LATHE PROVIDE FIRE CAULK AT ANY GAPS BETWEEN FIRE BLOCK AND ROOF SHEATHINGS AT OVER- HANGS WITHIN 5' OF PROPERTY LINE FIRE 5LOC:KING_ DETAIL AT OVER-HANG4ft WITHIN 5'OF PROP LINER scaLE. Sia - V-011 A5.7 12 41/2 lu wm-A U�U 01 x- 81/2" HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) - 2x6 TRIM � 1x12 TRIM ENG BEAM BOXED TO MATCH WIDTH IIIIIIIIII HARDI-LAP SIDING 2x6 STUDS (SPACING HOUSE -WRAP PER ENG'S DETAILS) 6x6 OF COLUMN WALL SHEATHING R-1`9 INSULATION n Ix10 TRIM GALV FLASHING 1/2II G W$ - - W/ HOUSE -WRAP lx LAPPED OVER DECORATIVE BRACKET >x+ �p 1x2 TRIM 45' 10x10 COLUMN —ENG ROOF TRUSSE PER MANUFACTURE —GALVALUME METAL ROOF — PEEL E STICK — ROOF SHEATHING — HURRICANE ANCHOR AT EACH MEMBER PER ENG'S DETAIL 5" BRACKETED TAIL -DOWN, AT FRONT PORCH 5TEF5. .2 2'-0" OVER -HANG (TO END OF RAFTER TAIL) 2x8 BLOCKING/BIRD-STOP 2x FRIEZE Ixl2 TRIM HURRICANE ANCHOR AT EACH MEMBER PER ENG'S DETAILS GALV EAVE DRIP IN ROOF CEMENT W/ PEEL E STICK LAPPED OVER 5/4"x23/4" FURRING 45' CUT AT END Ix6 TEG DECKING 2x8 RAFTER TAIL SCABBED TO EACH TRUSS 6x10 BEAM BRACKET SECURED TO COLUMN PER ENG'S DETAILS (2) 2x6 Tc 1/2 " SHEEI ( WALLS 4 2x6 STUC PER ENG BRACKE TO GAR< PER ENC (2) 2x4 TOP B - 2x4 STUDS Iv 16" O.G. — 2x4 BOTTOM fE CONNECTION (PER ENG'S DEl-AILS) ENG ROOF TRUSSES PER TRUSS MANUFACTURER ROOF SHEATH( 3 12 (2) 2x6 TOP fR - /2" SHEETROCk (WALLS E CEIL D IER 6ECTION_ SCALE: 3/4" = I'_0" ENG ROOF TRUSSES PER TRUSS MANUFACTURER GALVALUME METAL ROOF PEEL E STICK ROOF SHEATHING HURRICANE CONNECTOR AT EACH MEMBER PER ENG'S DETAILS 1'-2" OVER -HANG (TO END OF TRUSS TAIL) 2x4 NAILER 2x4 LOOKOUTS 6 24" O.G. GALV EAVE DRIP IN ROOF CEMENT W/ PEEL E STICK LAPPED OVER 1x2 FURRING STRIP 1x8 FASCIA OVER 2x6 SUB -FASCIA Ix4 TRIM HARDIE-PANEL SOFFIT (NO VENTILATION) 2x8 FRIEZE FAUX LOUVERED HOUSE- WRAP WALL SHEATHING 5/4"x CAP (ANGLED FOR RUN -OVER OVER 5/4"x8 TRIM GALV FLASHING AND COUNTER FLASHING W/ HOUSE- WRAP LAPPED OVER OVER-+ (ANG DETAIL PER TT PICAL WALL SECTION a A5.2 V-0" OVER -HANG 'TO END OF TRUSS TAIL) 2x BLOCKING (BEVEL TOP TO MATCH ROOF PITCH) ?x NAILER JOIST HANGER SER ENG'S DETAILS x FURRING AS NEEDED 2x6 NAILER 2x6 LOOKOUTS 6 24" O.G. (LEVEL WITH TYPICAL GARAGE OVER -HANG) GALV EAVE DRIP IN ROOF CEMENT W/ PEEL E STICK LAPPED OVER 5/4"43/4" FURRING 45' CUT AT END 2x8 RAFTER e 24" O.C. 1x6 TEG DECKING 2x BLOCKING / BIRD -STOP 6x10 BEAM HARDIE-PANEL SOFFIT (NO VENTILATION) 2x6 FRIEZE STUCCO FINISH OVER METAL LATHE HOUSE - WRAP WALL SHEATHING BRACKETED TAIL -DOWN, AT CsARACsE DOORS ("o �2 SCALE: 3i4 - i-0 A52 ACOUSTIC: INSULATION — (2) 2x6 TOP IE HEADER FRAMING PER ENG'S DETAILS 1/2" G.W.B. (WALLS E CEILING) - FINISHED FLOOR INSET FRAMING 1/211 TO ALLOW SHEATHING TO BE FLUSH W/ CONC BLOCK 1x6 TEG DECKING OVER PLYWOOD SHEATHING 2x6 TRIM 5/4"x TRIM Ix8 TRIM OVER HOUSE -WRAP E PLYWOOD SHEATHING ap 2x6 TRIM 1x12 TRIM NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL E STICK ROOF SHEATHING HURRICANE ANCHOR AT EACH MEMBER PER ENG'S DETAILS 2'-0" OVER -HANG (TO END OF RAFTER TAIL) 81/2" HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) �J \ GALV EAVE DRIP IN ROOF CEMENT W/ PEEL E STICK LAPPED OVER q 91/4 5/4"x23/4" FURRING 45' CUT AT END 1x6 TEG DECKING - 2x8 RAFTER TAIL DECORATIVE `' SCABBED TO EACH TRUSS BRACKET 2x8 BLOCKING/BIRD-STOP 2x FRIEZE Ix2 TRIM Ix12 TRIM ENG BEAM BOXED TO MATCH WIDTH OF COLUMN g1/4ii 1x10 TRIM 10x10 COLUMN =Y � 6x6 POST Ix TRIM 1x10 TRIM WINDOW UNIT PER MANUFACTURER'S SPECS INTERIOR TRIM TO BE SELECTED 10x10 COLUMN 2x6 STUDS (SPACING 5/4"x SILL 2x6 P.T. TOP RAIL PER BUILDING CODE) OVER 1x4 TRIM R-19 INSULATION 1/2"xl" TRIM 5/4"x4 P.T. 11 4 (BOTH SIDES) HARDIE-PANEL 2x2 P.T. BALUSTERS =1 2x6 P.T. SOLE fE__ SIDING OVER 5" O.G. L.4 Q r----------- BASE TRIM TO BE I HOUSE -WRAP W lull SELECTED OVER WALL 5/4"x4 P.T. I SHEATHING (BOTH SIDES) I 4" CONC SLAB I WINDOW SEAT 1/2"xl" TRIM TREX DECKING W/ STORAGE PER STRUCTURAL I �Ix6 BASE TRIM ENG'S DETAILS I PER BUILDER I AT STUDY 1x6 TRIM CONNECTOR PER ENG'S DETAILS FF. 1x2 TRIM 1x10 CONT BAND OVER -71 _T=7�ITS=�T=7P=-ITT=TIf 2x8 P.T. NAILER —I I—III—I I—I I—I I II El 11:11 �— 2x8 P.T. DECK JOISTS I ° II ° PER ENG'S DETAILS _ STUCCO FINISH OVER —I 11 I I 1=1 I I I I I I I 1=1 I I=1 I I—I 11 I EXPOSED BLOCK i 1 1 I—III=1 1 1 1 1 1 1=1 I I I I I I I h 11 8 CONC BLOCK 1 �—III—III— 1 JOIST HANGER Ip° 3 s7ucco SCREED FOUNDATION WALL I—III=I ( II PER ENG'S DETAILS 2x8 P.T. fe W/ CELLS FILLED SOLID II 11 FINISHED GRADE VERTICAL RODS i iI— 1-111 2x8 P.T. NAILER II ° PER ENG'S DETAILS _ _ _ III—I I I 1 I I" . I III—III—III III—III III—III—I I Iti I—III—III—III—III—I ° 11 I—I 11_ 1 II—III ( I 1=1 I I— .111=1 11=1 ° 11 I I 1—III—I 11= I —I" a I I I 1 I 1=1 11=1 11=1 I I-' CONC FTG W/ =III—III ° 11 4 III—III-1 I—I I 1-11 8" CONC BLOCK 11=111=1 I I -111=111=111=111=I' TION WALL ENG'S DETAICONT RODS LS R— °' 11=1 I MI I I—III—I I; W CELLS s FILLED SOLID i a s Ib I I—III—III- III—III ° 111—I I FEW1—I 11- I— ii a CONC FTG W/ III—III= = I=III=III-1 I I. VERTICAL RODS I 1 III II ° ° °• ° �� _! —III—i 1 CONT RODS PER III1 i l—III—III—III—III—III=1 I—III—i I' PER ENGS DETAILS ° I II L ENG'S DETAILS 11=1 11= —III,��IIII�IIII1IIII1 1II111 11111�111►—' FRONT PORCH 5ECTION rf" SCALE: 3/4" = 1'-0" ,45.2 NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE 70 BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. HARDI-LAP SIDING 2x6 STUDS (SPACING HOUSE -WRAP PER ENG'S DETAILS) WALL SHEATHING R-1`9 INSULATION GALV FLASHING 1/2II G W$ - - W/ HOUSE -WRAP LAPPED OVER 2x6 BOTTOM fE GALV COUNTER BASE TRIM TO BE FLASHING OVER SELECTED PEEL E STICK 3/4" TEG PLYWOOD FLOORING 12 20" ENG FLOOR TRUSSES PER 4 MANUFACTURER ------ Ow 0 U 2x4 CEILING JOISTS Lu q 6 16" O.C. JU (2) 2x6 TOP fE N y - 1z ACOUSTIC: INSULATION — (2) 2x6 TOP IE HEADER FRAMING PER ENG'S DETAILS 1/2" G.W.B. (WALLS E CEILING) - FINISHED FLOOR INSET FRAMING 1/211 TO ALLOW SHEATHING TO BE FLUSH W/ CONC BLOCK 1x6 TEG DECKING OVER PLYWOOD SHEATHING 2x6 TRIM 5/4"x TRIM Ix8 TRIM OVER HOUSE -WRAP E PLYWOOD SHEATHING ap 2x6 TRIM 1x12 TRIM NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL E STICK ROOF SHEATHING HURRICANE ANCHOR AT EACH MEMBER PER ENG'S DETAILS 2'-0" OVER -HANG (TO END OF RAFTER TAIL) 81/2" HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) �J \ GALV EAVE DRIP IN ROOF CEMENT W/ PEEL E STICK LAPPED OVER q 91/4 5/4"x23/4" FURRING 45' CUT AT END 1x6 TEG DECKING - 2x8 RAFTER TAIL DECORATIVE `' SCABBED TO EACH TRUSS BRACKET 2x8 BLOCKING/BIRD-STOP 2x FRIEZE Ix2 TRIM Ix12 TRIM ENG BEAM BOXED TO MATCH WIDTH OF COLUMN g1/4ii 1x10 TRIM 10x10 COLUMN =Y � 6x6 POST Ix TRIM 1x10 TRIM WINDOW UNIT PER MANUFACTURER'S SPECS INTERIOR TRIM TO BE SELECTED 10x10 COLUMN 2x6 STUDS (SPACING 5/4"x SILL 2x6 P.T. TOP RAIL PER BUILDING CODE) OVER 1x4 TRIM R-19 INSULATION 1/2"xl" TRIM 5/4"x4 P.T. 11 4 (BOTH SIDES) HARDIE-PANEL 2x2 P.T. BALUSTERS =1 2x6 P.T. SOLE fE__ SIDING OVER 5" O.G. L.4 Q r----------- BASE TRIM TO BE I HOUSE -WRAP W lull SELECTED OVER WALL 5/4"x4 P.T. I SHEATHING (BOTH SIDES) I 4" CONC SLAB I WINDOW SEAT 1/2"xl" TRIM TREX DECKING W/ STORAGE PER STRUCTURAL I �Ix6 BASE TRIM ENG'S DETAILS I PER BUILDER I AT STUDY 1x6 TRIM CONNECTOR PER ENG'S DETAILS FF. 1x2 TRIM 1x10 CONT BAND OVER -71 _T=7�ITS=�T=7P=-ITT=TIf 2x8 P.T. NAILER —I I—III—I I—I I—I I II El 11:11 �— 2x8 P.T. DECK JOISTS I ° II ° PER ENG'S DETAILS _ STUCCO FINISH OVER —I 11 I I 1=1 I I I I I I I 1=1 I I=1 I I—I 11 I EXPOSED BLOCK i 1 1 I—III=1 1 1 1 1 1 1=1 I I I I I I I h 11 8 CONC BLOCK 1 �—III—III— 1 JOIST HANGER Ip° 3 s7ucco SCREED FOUNDATION WALL I—III=I ( II PER ENG'S DETAILS 2x8 P.T. fe W/ CELLS FILLED SOLID II 11 FINISHED GRADE VERTICAL RODS i iI— 1-111 2x8 P.T. NAILER II ° PER ENG'S DETAILS _ _ _ III—I I I 1 I I" . I III—III—III III—III III—III—I I Iti I—III—III—III—III—I ° 11 I—I 11_ 1 II—III ( I 1=1 I I— .111=1 11=1 ° 11 I I 1—III—I 11= I —I" a I I I 1 I 1=1 11=1 11=1 I I-' CONC FTG W/ =III—III ° 11 4 III—III-1 I—I I 1-11 8" CONC BLOCK 11=111=1 I I -111=111=111=111=I' TION WALL ENG'S DETAICONT RODS LS R— °' 11=1 I MI I I—III—I I; W CELLS s FILLED SOLID i a s Ib I I—III—III- III—III ° 111—I I FEW1—I 11- I— ii a CONC FTG W/ III—III= = I=III=III-1 I I. VERTICAL RODS I 1 III II ° ° °• ° �� _! —III—i 1 CONT RODS PER III1 i l—III—III—III—III—III=1 I—III—i I' PER ENGS DETAILS ° I II L ENG'S DETAILS 11=1 11= —III,��IIII�IIII1IIII1 1II111 11111�111►—' FRONT PORCH 5ECTION rf" SCALE: 3/4" = 1'-0" ,45.2 NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE 70 BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. OIL W LU Zd)ILL Win 0�4 � F FINISHED FLOOR Q N 1/2" G.W.B. (WALLS 4 CEIL) — 2x4 CEILING JOISTS 6 16 " O.C. HEADER FRAMING PER END'S DETAILS WINDOW UNIT PER MANUFACTURER'S SPECS 3/4" PLYWOOD SEAT 2x4 STUDS a 16" O.C. 2x4 BOTTOM fE BASE TRIM TO BE SELECTED 3/4" T4G PLYWOOD FLOORING 20" ENG FLOOR TRUSSES PER MANUFACTURER 2x6 STUDS PER ENG'S DETAILS R-15 INSULATION - 2x6 BTTM fE - ACOUSTIC INSULATION ENG ROOF TRUSSES PER TRUSS MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING 2x NAILER JOIST HANGER PER ENG'S DETAILS Ix FURRING AS NEEDED HURRICANE ANCHOR AT EACH MEMBER PER ENG'S DETAILS V-0" 2'-0" OVER -HANG (TO END OF RAFTER TAIL) FURR CEILING DOWN AS NEEDED TO MATCH KITCHEN/CAFE CEILING (2) 2x6 TOP fE G.W.B_ (WALLS 4 CEILING)— HEADER FRAMING PER ENG'S DETAILS — (2) 2x6 TOP fE GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER 5/4"x23/4" FURRING 45' CUT AT END 2x8 RAFTER 6 24" O.C. 1x6 T4G DECKING 2x8 BLOCKING/BIRD-STOP 5/4"x FRIEZE/TRIM 5/4"x SILL OVER 2x6 TRIM GALV FLASHING W/ HOUSE -WRAP LAPPED OVER HARDI-LAP SIDING OVER HOUSE -WRAP OVER WALL SHEATHING GALV FLASHING 4 COUNTER FLASHING W/ HOUSE -WRAP LAPPED OVER R-33 OR SPRAY FOAM INSULATION 12 ILI01 =1-01* A"., 41t , 1x6 T4G DECKING OVER PLYWOOD SHEATHING 2x8 TRIM 1x12 TRIM HARDIE-LAP SIDING OVER HOUSE -WRAP OVER WALL SHEATHING GALV FLASHING W/ HOUSE -WRAP LAPPED OVER 5/4"x CAP OVER Ix8 TRIM DECORATIVE BRACKET ' Ix2 TRIM C14 WINDOW UNIT PER OVER METAL LATHE MANUFACTURER'S SPECS HOUSE - WRAP 5/4"x SILL WALL SHEATHING OVER Ix4 TRIM INTERIOR TRIM TO 1/2"xl" TRIM BE SELECTED WEEP SCREED BASE TRIM TO BE W/ HOUSE- WRAP HARD IE -PANEL 2x6 STUDS (SPACING LAPPED OVER SIDING OVER PER BUILDING CODE) EXPANSION JOINT HOUSE -WRAP 10x10 COLUMN PER STRUCTURAL OVER WALL R-1'3 INSULATION 411 SHEATHING 1x6 BASE TRIM 2x6 P.T. SOLE fE 1/2"xl" TRIM BASE TRIM TO BE Ix6 TRIM SLOPE FOR SELECTED DRAINAGE EXPANSION JOINT 4" CONIC SLAB PAVERS PER STRUCTURAL (VERIFY THICKNESS) PAYER STEPS (VERIFY ENG'S DETAILS 4" 4" CONC SLAB -� ° a IN FIELD) —�-- °----- --°--- -------------- 1=1 I =I 17117-71771 -171 T 7— 1 I T I I I=III=III=III=111=I I I=III I I -I I� -I I-1 I I—I I I—I 11-1 I I—I 11-1 11-1 1 —I 11—I I 1—i I 1=1 11-1 I 1-1 1I I --I 1 I a I;—,I I II„I I II � I I 11=1 11=1 11=1 11=1 11=1 11=1 1 11 11-1 11-1 11-1 I II 1 11 I I I I I A° _I I I—II I I—III-1 I I—III-1 11= a CONC BLOCK , i I_I I I-1-1 11 =1 11=1 11=1 _I I 11-1 I 1=I I =I I El FOUNDATION WALL =111 =1111 111 = 111=111=111- —' I I_ w/ CELLS FILLED SOLID lI=1 1=1 11 1=1 I I -1 -I 11 111 III—III-1 1= I (- VERTICAL RODS -1 I 1==i I=1 I I—III—III—I PER ENG's DETAILS I I„ III=1 11 1=1 11 1=1 11= I _i I I-111— 1I— n — — IE ll 111-1— 11 i II III=111 — 1=1II III=111=1II GONG FTG W/ CONT RODS PER III„ 11 = ENG'S DETAILS .a�• 11_ .� ° IHEI I 1=1 III—III _ - F:I--r =I ElII—III—I 11=III—IIIIIIIIEdIII�IIIlEdI1=1I►- ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING HURRICANE ANCHOR AT EACH MEMBER PER ENG'S DETAILS 2'-0” OVER -HANG (TO END OF RAFTER TAIL) 5112" HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER 5/4"43/4" FURRING 45' CUT AT END Ix6 T4G DECKING 2x8 RAFTER TAIL SCABBED TO EACH TRUSS 2x8 BLOCKING/BIRD-STOP 2x FRIEZE Ix12 TRIM ENG BEAM BOXED TO MATCH WIDTH OF COLUMN BLOCKING AS NEEDED FOR CONCEALED SCREEN (VERIFY W/ PRODUCT REQUIREMENTS) Ix6 TRIM 10x10 COLUMN 6x6 POST Ix TRIM Ix10 TRIM 10x10 COLUMN Ix6 BASE TRIM PAVER STEPS (VERIFY IN FIELD) I—III—I I—=e ==1 I III 1 II 1 1 1 PAYERS OVER SAND A4 -III—III=(III i I=III=III=III=I II AT POOL DECK 8" CONC BLOCK III—III—I I II ° FOUNDATION WALL =I I 1=III— ° ii ° PER ENG'S DETAILS VERTICAL RODS 111111 I I lI� (III ° ii ° d I I PER ENG'ST DE AILS I� :•�rf��lT=ri1�1?i=tel u` = III—III—I ° II I—III—III- III =III= I I-1 —III =� < 1II_ CONIC FOOTING W/ —III ° III= CONT RODS PER i I-1 I I -I I IE 11-11 I I-1 11 1=1 ENG'S DETAILS ' I I-1 I I—III—I I MI I I= 11 1=1' ' BACK PORCH AT ¢AFE BAY SECTION scnLe. sia . V-011 .2. A5.3 SPRAY FOA INSULATION (2) 2x6 TOP fE 1/2" G.W.B. (WALLS 4 CEIL) 2x6 STUDS (SPACING PER ENG'S DETAILS) R-19 INSULATION 2x6 BOTTOM fE BASE TRIM TO BE SELECTED 3/4" T4G PLYWOOD FLOORING 20" ENG FLOOR TRUSSES PER MANUFACTURER GH � U- Z�u- ut�:3 4 N � ACOUSTIC INSULATION (2) 2x6 TOP fE 1/2" G.W.B. (WALLS 4 CEILING) Ix6 T4G DECKING OVER PLYWOOD SHEATHING 2x6 TRIM HARDI-LAP SIDING HOUSE - WRAP WALL SHEATHING WRAP WATERPROOF MEMBRANE (OVER CANT STRIP) UP WALL (12" MIN) (AND UNDER DOOR PAN) GALV FLASHING s W/ HOUSE -WRAP LAPPED OVER _= 5/4"x4 TRIM 2x12 P.T. NAILER JOIST HANGER PER ENG'S DETAILS 1x6 T4G DECKING OVER PLYWOOD SHEATHING 2x8 TRIM INSET FRAMING 1/2" TO ALLOW SHEATHING TO 8E FLUSH W/ CON( BLOCK STUCCO FINISH SLOPE FOR DRAINAGE 1/4" / 1'-0" 2x6 TRIM (2) 2x6 TOP fE — 5/4"x10 TRIM Ix12 TRIM ENG BEAM BOXED TO MATCH WIDTH OF COLUMN DECORATIVE BRACKET 1x2 TRIM TILE FINISH (VERIFY THICKNESS) WATERPROOF MEMBRANE 3/4" SUB -FLOOR 2x12 FLOOR JOISTS PER ENG'8 DETAILS (RIPPED FOR SLOPE) (1/4" / 1'-011) HURRICANE CONNECTOR AT EACH MEMBER PER END'S DETAILS 2x8 TRIM 1x12 TRIM DECORATIVE BRACKET 1x2 TRIM N N NOTE- ALTHOUGH OTE:ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. ENG ROOF TRUSSES PER TRUSS MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING 2'-0" 2'-0" OVER -HANG (TO END OF TRUSS TAIL) HURRICANE CONNECTOR At EACH MEMBER PER ENG'S DETAILS 2x6 NAILER 2x6 LOOKOUTS a 24" O.G. GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER —1x2 FURRING v Ix8 FASCIA OVER 2x6 SUB -FASCIA 1x4 TRIM HARDIE-PANEL SOFFIT (NO VENTILATION) 2x6 FRIEZE Ix TRIM Ix10 TRIM 91/a u 10x10 COLUMN 6x6 POST m Ix TRIM 1x10 TRIM 2x6 P.T. TOP RAIL 5/4"x4 P.T. (BOTH SIDES) O 0_Q 2x2 P.T. BALUSTER 3 `V t+5"OC ~ j (LqQ 5/4"x4 P.T. (BOTH SIDES) w o o Ix6 BASE TRIM GALV EAVE DRIP W/ PEEL 4 STICK LAPPED OVER 1x2 TRIM 1x10 TRIM OVER 2x P.T. NAILER 2x8 TRIM �.r G Iia 11 J 1x12 TRIM 1 ENG BEAM BOXED TO MATCH WIDTH OF COLUMN N BLOCKING AS NEEDED r— FOR CONCEALED SCREEN (VERIFY W/ PRODUCT - REQUIREMENTS) 1x6 TRIM 9 1/a 11 10x10 COLUMN 6x6 POST 6' IVn\II Ix TRIM Ix10 TRIM 2x6 STUDS (SPACING OVER METAL LATHE PER BUILDING CODE) R-19 INSULATION HOUSE - WRAP WALL SHEATHING 2x6 P.T. SOLE fE I WEEP SCREED BASE TRIM TO BE W/ HOUSE- WRAP SELECTED LAPPED OVER 4" CONC SLAB EXPANSION JOINT 10x10 COLUMN PER STRUCTURAL SLOPE FOR PAYERS ENG'S DETAILS 411 DRAINAGE (VERIFY THICKNESS) 1x6 BASE TRIM FINISHED 1/8" / 1'-0" 4" CONIC SLAB F.F. FLOOR ° rr7=7 71 r-rr=rim it ° 11—I 1 I—I I1 I 1—II ° PAYER STEPS (VERIFY a ° a e ° a IN FIELD) 8" CONI BLOCK III=1 1=1 I 11-1 1=1 11=1 ° In °I —I FOUNDATION WALL 11=1 11=1 1=1 1=1 11=1 _ 11=1 1=1 11=1 11=1 11=1 I=----- --- _ _ _ _ _ III—III—III—I I_I I I—III—III—I I I_I I I—III—III IIIIII—I �I ° PAVERS OVER SAND _=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III W/ CELLS FILLED SOLID =1 I I=1 I =1 I I=1 11=1 I =1 11=1 I El I I=1 1=1 1—III—III—(III 1 1= I 1=1 11 1=1 11 1=1 11 1=1 1=1 1=1 11= _ II 4 AT POOL DECK °° -- I I;, I I 1; 111 1` ll III—III=1 I I—I I I—III—III—I =1 FOUNDATIBLOCK ON WALL VERTICAL RODS ° 11=1 I I—I 11—I I I -III I I I-11 I I I 1-1 I I—III—I 11 1=1 11 1=1 PER ENG's DETAILS '-1 a PER ENG's DETAILS I=1 I I=1 I El I IM 1=1 11 1=1 11 1-1 11 1— 11 1=1 11 1=1 El I I- -I _ ° I=1 I I=1 11 1=1 Ila I I 1=III=1 11 1=1 11 1=111=1 11 1=1 11 1-1 — 11 1-1 11 1=1 11 1=1RODS -1 ° El 1=1 1 PER ENG S DETAILS I� :::—�11Tnfi-'ifiij CONIC FTG w/ -III=III .,r =III=III=III=III- _ _ _ I -- — CONT RODS PER —III = ° < �� III=III=III=III- °� II I II li° I — `III I ENG'S DETAILS .a a _ a —III=1 _ —' I I—III= _ I—I 1 11-111 . ° II ° ,III_ .a u• °• a —I I I- _ —I I _ ` 11 I—I ' I-1 I i • ° °_ ° ` I_I—III—I coNG FOOTING w/ _ —I I 1=1 I I- III—III ° —I °° —III- CONT RODS PER -1 I I—III—i I El I El Ed I I—I 11=1 _III—I i—III—I 1—I I I—I 111 11= 11= -1 I I—III—III _ _ III—III—III—III—I ENG S DETAILS '- BACK FORCH / BALCONY SECTION SCALE: 3/4" = 1'-0" 1- A53 NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS t0 BE USED. PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOYE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO GONSTRUGTION. FIELD ADJUST PLANS AS NECESSARY. WINDOW INSTALLATION (1"IETIN0D A-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING= APPLIED OVER THE FACE OF THE MOUNTING FLANGE, SECTION A THROUGH WINDOW JAMB IN WATER SHE DING FASHION, STARTING AT HE BASE OF THE WALL 4 WPRKIWG TOWARDS THE TOP, INSTALL THE WIRES TO THE FACE OF THE 5HEATHING. FLAT OVER APPLY SILL FLASHIW, APPLY BEA OF SEALANT AT BACK OF INDOW FLANGE ' 5E WINDOW USING PAN HEAD REWS TO FACILITATE It ISPECTION. APPLY BEA OF SEALANT AT SIDE JAMBS. EXTEND 8 X2" APPLY JAMB FLASHING APPLY BEAD OF SEALANT AT HEAD O W 0 L) W X Q omwwoww APPLY HEAC FLASHING REMOVE PREVIOUSLY APPLIED TAPE, ALLOW NG WRB TO LAY FLAT OVER AD FLASHING. APPLY NEW EATHING TAPE OVER DICUT - SEE DIAM. AGR SET THRESHOLD IN SEALANT EXTEND JAM FLASHING TO OVERLAF SILL FLASHING. E <TEND JAMB FLASH( 8)(2" ABOVE ROLZAH OPENING AT 4EAD, TUCK TOP OF JAMB FLA5HI UNDER THE F AP OF WRB ATT E HEAD, SEE D AGRAMf° . SEALANT BEAD BEHIND MOUNTING FLANGE, SEAL THE WINDOW FRAME TO OPENING. APPLY A %" NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. S JAMB FLASHING APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EMEND SEALANT AT JAMBS 8 JQ' ABOVE THE RO. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND - F45TEN IN PLACE. (FLASHING GOES OVER SEALANT). FLASHING— __� SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. 4 IDSAIT CURE WRB HEAD _ FLASHING AT HEAD EXTENDS I" BEYOND JAMB FLASHING. ©HEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. WEATHER RE515TANT BARRIER (WRB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. TOP LEFT CORNER OF WINDOW DOOR FLASHING INSTALLATION THER RESISTIVE BARRIER ( WRB) APPLIED PRIOR TO THE DOOR INSTALLATION. (I)IN WATER swEDDiNo FASHION, STARTING AT THE BASE OF THE WALLWORKING TOWARDS THE TOP, IN TALL THE WRB TO THE FACE OF THE SHEATHING. 02 CUT WEAT R BARRIER AND FOLD IN AND A ND DOORJAMB Q3 INSTALL D oR PER MANUFACTU RERS INSTRUCTIONS ® APPLY JA B FLASHING �5 APPLY HE D FLASHING /O® FLASHING AT HEAD EXTENDS I" MIN BEYOND JAMB FLASHING. 05 HEAD FL45HING APPLY 4" WIDE SELF ADHERING MEMBRANE FLASHING, OVERLAPPING DOOR FRAME 1/4" EXTEND SELF ADHERING MEMBRANE FLASHING I" MIN BEYOND JAMB FLASHING ® JAMB FLASHING APPLY 4" WIDE SELF ADHERING MEMBRANE FLASHING, OVERLAPPING DOOR FRAME 1/4" GALVALUME METAL ROOF ( INSTALLED PER MANUFACTURER'S SPECS) OVER PEEL t STICK OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) OVER ROOF MEMBERS 24" WIDE METAL VALLEY FLASHING OVER PEEL E STICK ' SCALE: NOT TO SCALE GALVALUME METAL ROOFING PER MANUFACTURER'S SPECIFICATIONS SCALE: NOT TO SCALE WALL FINISH ASSEMBLY LAP WEATHER BARRIERS OVER NAILING FLANGE 5x5 GALV FLASHING KICK -OUT FLASHING (SEE DETAIL) EXTEND KICK -OUT FLASHING 2" BEYOND FASCIA PLYWOOD SHEATHING PER ENG'S DETAILS PEEL t STICK UNDERLAYMENT GALV EAVE DRIP P.T. FURRING (OPT - SEE WALL SECTION) FASCIA A5HING u WATER TIGHT SEAL U- 0 O INSTALL DOOR 4 THRESHOLD O W 0 L) W X Q omwwoww W W-- o W is IFF -U0 udF-W INSTALL DOOR PLUMB, << Q w00 FW Wm�in O 0Zu- u- N N Zw00~�� F- LEVEL AND SQUARE PER 0 W J J a::) w W W m O Z O (n>-==>-w� U MANUFACTURER'5 U)< ON O M O CO O WRITTEN INSTRUCTIONS UIwo Q M I al; SET THRESHOLD IN w •>RY - BED OF SEALANT 6APPLY OQ�ow SEALANT AT (D I COMERS AND FRONT U 0 /n o :3 EDGE OF THRESHOLD II I II I WEATHER RESISTANT II I BARRIER (WRB) W04 AT A 45 DEGREE ANGLE, CAREFULLY CUT THE II BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE CID TOP CORNERS AND CENTER TO THE EXTERIOR Q / Y WRB SURFACE ABOVE. Li Q O CUT WEATHER BARRIER AND FOLD O V ! IN AND AROUND DOOR JAMB d GALVALUME METAL ROOF ( INSTALLED PER MANUFACTURER'S SPECS) OVER PEEL t STICK OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) OVER ROOF MEMBERS 24" WIDE METAL VALLEY FLASHING OVER PEEL E STICK ' SCALE: NOT TO SCALE GALVALUME METAL ROOFING PER MANUFACTURER'S SPECIFICATIONS SCALE: NOT TO SCALE WALL FINISH ASSEMBLY LAP WEATHER BARRIERS OVER NAILING FLANGE 5x5 GALV FLASHING KICK -OUT FLASHING (SEE DETAIL) EXTEND KICK -OUT FLASHING 2" BEYOND FASCIA PLYWOOD SHEATHING PER ENG'S DETAILS PEEL t STICK UNDERLAYMENT GALV EAVE DRIP P.T. FURRING (OPT - SEE WALL SECTION) FASCIA A5HING u WATER TIGHT SEAL U- 0 WV ax c0 CL cr W O W 0 L) W X Q omwwoww W W-- o W is IFF -U0 udF-W owa a0E-o Zw UOZ f` << Q w00 FW Wm�in O 0Zu- u- N N Zw00~�� F- N W<R Z O w IL -W W Qf0-lnN>-Ud 0 W J J a::) w W W m O Z O (n>-==>-w� U U)< ON O M O CO O UIwo Q M I al; w zNV)^w OQ�ow S J Q M J a0 s U 0 /n o :3 o F- 0 Q W II..e O N � N U) 1 W04 n U— o O co N CID O \ Q Q C14 00 M O Li Q Q M O V ! 0 of 0 Q d no F p L` U W w > _ m Q U � = m Q U N W W W U_ w w U C G Q�"� O aF aLLI Q x M Q �I 0pF-OJ LL V)OL' W w Z cr) o o 0N< co W J E — w W 0 U U°co Lu Q a O J (0 W � m Q z W T— Cr_ z O � W � (y) ° CL O Lf) Q — N W U_ cc: c N _j > C w C) 06 W rn W cf) -Cy) a) z H — 0 W U W U 1 z W D 0o cf)U W = �U V / zw Q co �U L �z �Q J TW i Q M N 0 O 0 I O C14 II Mu_ M +1 ai ° o c 3 (n U ° Plan #: K1606 Job #: 17-1094 SHEET NUMBER A6m OWNERS PORCH (10'-1" fE HT) PROVIDE POWER FOR CONCEALED RETRACTABLE SCREENS (VERIFY REQ'S W/ PRODUCT SPECS) FIRST F SCALE: 1/4" = V-0" HVAC LOCATIONS: HVAC 1*1 IN ATTIC OVER WALK- IN 2 HVAC #2 IN ATTIC q' VER GARAGE MVAC 1*3 IN ATTIC OVER LANDING TANKLESS GAS WATER HEATER "2 ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPL IANCE. HVAC NOTES 1 - PROVIDE THREE (3) HVAC UNITS (LOCATED IN ATTICS) 2 - THREE (3) HVAC UNITS UNIT 1: OWNERS SUITE 4 EXERCISE RM UNIT 2: ALL OTHER FIRST FLOOR UNIT 3: ALL SECOND FLOOR 3 - VERIFY THERMOSTAT LOCATIONS WITH THE OWNER ELECTRICAL LEGEND PRE W I RE 4 BRACE CEILING FAN W/ OPTIONAL LIGHT PRE W I RE 4 BRACE CEILING FAN (NO LIGHT) -- I FLUOR LIGHT __ uc____uC___ UNDERCAB RIBBON LIGHTING CEILING EXHAUST FAN/LIGHT FIXTURE CEILING EXHAUST FAN RECESSED LIGHT FIXTURE DIRECTIONAL RECESSED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE 4 CE IL INCx MOUNTED PENDANT FIXTURE WALL MOUNTED LIGHT FIXTURE DOUBLE FLOOD LIGHTS Fit DATA OUTLET (PHONE 6 CABLE) -Q TELEPHONE JACK TELEVISION JACK L.I.F. LOCATE IN FIELD 0 220V OUTLET Q-1 110V OUTLET 4-PLEX (D:: 4-PLEX IIOV OUTLET �T- 110V OUTLET IN CABINET 0�P WEATHER PROTECTED GFCI 110V OUTLET (�)- 110V OUTLET W/ GROUND GFCI FAULT CIRCUIT INTERRUPT (n:j IIOV OUTLET W/ TOP HALF ON SWITCH =0-- GARAGE DOOR OPENER ® FLOOR PLUG EQUIPMENT OUTLET (VERIFY POWER NEEDS) $ SWITCHES $a 3-W,41' SWITCH $D DIMMER SWITCH DJ DOOR JAMB SWITCH ® SMOKE DETECTOR DISC F -mi DISCONNECT SWITCH co CARBON MONOXIDE DETECTOR 4 ALARM ECB ELEVATOR GALL BUTTON LU 0 0 C'S W FIN FLR TYPICAL OUTLET PLACEMENT TYPICAL OUTLETS IN BASEBOARDS ELECTRICAL NOTES 1 - ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH NFPA -10- - 2014 NATIONAL ELECTRIC CODE. GENERAL CONTRACTOR TO CONFIRM THAT ALL ELECTRICAL REQUIREMENTS ARE COMPLIED WITH, INCLUDING BUT NOT LIMITED TO: OUTLET SPACING, OUTLET/SWITCH LOCATIONS IN WET AREAS, LOCATIONS OF GFCI OR OTHER PROTECTIVE DEVICES, ETC. 2 - PROVIDE ARC -FAULT CIRCUIT INTERRUPTER (AFCI) PROTECTION THROUGHOUT, WITH A LISTED AFCI, AS REQUIRED PER 210-12 (A) , (B) 4 (C) AND FSC 83902.12 3 - 100% OF ALL PERMANENT FIXTURES TO USE HIGH -EFFICACY LAMPS PER FBC - ENERGY CONSERVATION R404 4 - LAYOUT: THIS DRAWING IS DIAGRAMATIC IN NATURE AND SHOULD NOT SE SCALED. ELECTRICAL EQUIPMENT SHOWN IS IN GENERAL LOCATION. GENERAL CONTRACTOR TO PERFORM WALK-THRU OF THE HOUSE WITH THE OWNER PRIOR TO INSTALLATION OF OUTLETS, SWITCHES, FIXTURES, THERMOSTATS, ETC. 5 - SECURITY SYSTEM: REVIEW SECURITY REQUIREMENTS WITH OWNER PRIOR TO START OF WORK. 6 - SMOKE 4 CARBON MONOXIDE DETECTORS: GENERAL CONTRACTOR TO VERIFY THAT DETECTORS ARE PROVIDED AND INSTALLED IN QUANTITIES AND LOCATIONS AS REQUIRED BY CODE. i - COORDINATION: GENERAL CONTRACTOR TO COORDINATE THE WORK OF ALL MECHANICAL AND ELECTRICAL CONTRACTORS TO ENSURE WORK DOES NOT CONFLICT WITH OTHER TRADES. 8 - DATA/PHONE/CABLE: GENERAL CONTRACTOR TO PROVIDE A CENTRAL DATA CONTROL BOX FOR DATA, PHONE, AND CABLE WIRES TO BE RUN. PROVIDE HOME -RUNS TO BOX FOR ALL PHONE AND CABLE WIRES. (SEE DATA COMPANY FOR LAYOUT) 9 - FIXTURE HEIGHTS/WEIGHTS: GENERAL CONTRACTOR TO VERIFY THE WEIGHTS OF ALL HUNG FIXTURES AND PROVIDE BLOCKING AS REQUIRED. FOR EXTREMELY HEAVY ITEMS, CONSULT WITH THE ARCHITECT OR ENGINEER. HEIGHTS OF WALL MOUNTED FIXTURES SHALL BE CONFIRMED WITH THE OWNER PRIOR TO INSTALLATION OF ROUGH BOXES. 10 - PROVIDE WHOLE HOUSE SURGE PROTECTOR AT MAIN PANEL. ■ ■ ■ — — — — — — — — — — — — — I I TO ALL BLACKOUT SHADES AT SUITE 02 (VERIFY REQ'S W/ PRODUCT SPECIFICATIONS) L— — — — — — — — — — — — — — — — — — — — — — — I — L------------------------ SECOND SECOND FLOO, SCALE: 1/4" = V-0" I I -------------- ------------J ECTRIGAL PLAN HVAC LOCATIONS: HVAC #1 IN ATTIC OVER WALK- IN 2 HVAC #2 IN ATTICS OVER GARAGE HVAC 1*3 IN ATTIC OVER LANDING NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. -------------- 3% ------------- I I I HVAC: NOTES 1 - PROVIDE THREE (3) HVAC UNITS (LOCATED IN ATTICS) 2 - THREE (3) HVAC UNITS UNIT 1: OWNERS SUITE E EXERCISE RM UNIT 2: ALL OTHER FIRST FLOOR UNIT 3: ALL SECOND FLOOR 3 - VERIFY THERMOSTAT LOCATIONS WITH THE OWNER ELECTRICAL LEGEND PRE W IRE E BRACE CEILING FAN W/ OPTIONAL LIGHT PRE W I RE 4 BRACE CEILING FAN (NO LIGHT) F- FLUOR LIGHT ---- uc uc UNDERCAB RIBBON ------ LIGHTING CEILING EXHAUST FAN/LIGHT FIXTURE CEILING EXHAUST FAN p4z;� RECESSED liJ LIGHT FIXTURE DIRECTIONAL RECESSED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE CEILING MOUNTED 4- PENDANT FIXTURE WALL MOUNTED LIGHT FIXTURE DOUBLE FLOOD LIGHTS DATA OUTLET 0 (PHONE 4 GABLE) --< TELEPHONE JACK --H+ TELEVISION JACK L.IF. LOCATE IN FIELD (9 220V OUTLET CE: 110V OUTLET 4-PLEX C)77 4-PLEX IIOV OUTLET 110V OUTLET kT_ IN CABINET �WP WEATHER PROTECTED bGFCI 110V OUTLET (D:: liOV OUTLET W/ GROUND GFCI FAULT CIRCUIT INTERRUPT c7 110V OUTLET W/ TOP HALF ON SWITCH =Q[z GARAGE DOOR OPENER ® FLOOR PLUG EQUIPMENT OUTLET (VERIFY POWER NEEDS) $ SWITCHES $3 3-W.4�' SWITCH $D DIMMER SWITCH DJ DOOR JAMB S W ITCH ® SMOKE DETECTOR DISC r -ml DISCONNECT SWITCH co CARBON MONOXIDE DETECTOR k ALARM FE_c;5_j ELEVATOR CALL BUTTON c� 0 W FIN FLR TYPICAL OUTLET PLACEMENT LENT TYPICAL OUTLETS IN BASEBOARDS ELECTRICAL NOTES 1 - ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH NFPA i0- - 2014 NATIONAL ELECTRIC CODE. GENERAL CONTRACTOR TO CONFIRM THAT ALL ELECTRICAL REQUIREMENTS ARE COMPLIED WITH, INCLUDING BUT NOT LIMITED TO: OUTLET SPACING, OUTLET/SWITCH LOCATIONS IN WET AREAS, LOCATIONS OF GFCI OR OTHER PROTECTIVE DEVICES, ETC. 2 - PROVIDE ARC -FAULT CIRCUIT INTERRUPTER (AFCI) PROTECTION THROUGHOUT, WITH A LISTED AFCI, AS REQUIRED PER 210-12 (A) , (B) 4 (G) AND FBG 83902.12 3 - 100% OF ALL PERMANENT FIXTURES TO USE HIGH -EFFICACY LAMPS PER FSC - ENERGY CONSERVATION 8404 4 - LAYOUT: THIS DRAWING IS DIAGRAMATIC IN NATURE AND SHOULD NOT BE SCALED. ELECTRICAL EQUIPMENT SHOWN IS IN GENERAL LOCATION. GENERAL CONTRACTOR TO PERFORM WALK-THRU OF THE HOUSE WITH THE OWNER PRIOR TO INSTALLATION OF OUTLETS, SWITCHES, FIXTURES, THERMOSTATS, ETC. 5 - SECURITY SYSTEM: REVIEW SECURITY REQUIREMENTS WITH OWNER PRIOR TO START OF WORK. 6 - SMOKE 4 CARBON MONOXIDE DETECTORS: GENERAL CONTRACTOR TO VERIFY THAT DETECTORS ARE PROVIDED AND INSTALLED IN QUANTITIES AND LOCATIONS AS REQUIRED BY CODE. i - COORDINATION: GENERAL CONTRACTOR TO COORDINATE THE WORK OF ALL MECHANICAL AND ELECTRICAL CONTRACTORS TO ENSURE WORK DOES NOT CONFLICT WITH OTHER TRADES. S - DATA/PHONE/CABLE: GENERAL CONTRACTOR TO PROVIDE A CENTRAL DATA CONTROL BOX FOR DATA, PHONE, AND CABLE WIRES TO BE RUN. PROVIDE HOME -RUNS TO BOX FOR ALL PHONE AND CABLE WIRES. (SEE DATA COMPANY FOR LAYOUT) 9 - FIXTURE HEIGHTS/WEIGHTS: GENERAL CONTRACTOR TO VERIFY THE WEIGHTS OF ALL HUNG FIXTURES AND PROVIDE BLOCKING AS REQUIRED. FOR EXTREMELY HEAVY ITEMS, CONSULT WITH THE ARCHITECT OR ENGINEER HEIGHTS OF WALL MOUNTED FIXTURES SHALL BE CONFIRMED WITH THE OWNER PRIOR TO INSTALLATION OF ROUGH BOXES. 10 - PROVIDE WHOLE HOUSE SURGE PROTECTOR AT MAIN PANEL. 0 a�0(j N�-