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6th Street 334 JLSVOO ,3AIHCI _ ; it . ate-+•viii w...� `,t! ,� s as GENERAL NOTES.. •: THE ATTACHED DRAWINGS DESCRIBE A PROPOSED PORCH ADDITION # — TO AN EXISTING SINGLE FAMILY RESIDENCE AT 334 6TH STREET IN ATLANTIC BEACH, FLORIDA. . .,.., DRAWING INDEX. THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE ,�, y COMPLIANT WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING SHEET 1 = SITE PLANS AND GENERAL INFORMATION CODE- 2004 EDITION AND ALL PERTINENT ZONING REGULATIONS OF t — :., SHEET 2= EXISTING AND PROPOSED FIRST FLOOR PLANS 2THE CITY OF ATLANTIC BEACH, FLORIDA. ALL REQUIREMENTS OF ET THESE CODES, WHETHER REFERENCED HEREIN OR NOT, MUST BE S 3=HEXISTING E AND PROPOSED SECOND FLOOR PLANS OBSERVED THROUGHOUT THE CONSTRUCTION PROCESS. + , • �y SHEET 5= EXISTING AND PROPOSED ELEVATIONS 8c SECTION ZONING INFORMATION: SHEET ST- 1 = STRUCTURAL DRAWINGS Flu t '�+ THE PROPERTY IS ZONED RS-2. "' THE PORCH WILL EXTEND NORTH TO WITHIN APPROXIMATELY 26.5' ' ► 1 OF THE FRONT PROPERTY LINE AND ALIGN WITH THE WEST FACE OF _ THE CURRENT BUILDING. NO SETBACKS ARE ENCROACHED UPON. • �' NO TREES WILL BE REMOVED. pRAINGE INFORMATION; THE PROPOSED DEVELOPMENT WILL INCREASE THE EXISTING AMOUNT = OF IMPERVIOUS AREA ON SITE BY APPROXIMATELY 57 SF TO EQUAL "" �`� 'V ; 48.7% OF THE TOTAL PROPERTY AREA AND LESS THAN THE 50% LIMIT. A NEW FRENCH DRAIN SYSTEM WILL BE CREATED ALONG THE • '' '� � - �` . • - WESTERN EDGE OF THE PROPOSED PORCH ADDITION TO STORE THE INCREASED STORMWATER RUNOFF, CALCULATED TO BE 35 CUBIC j00 042 �� r'� '�* FEET. THE INCREASE IN IMPERVIOUS, ' �#,�,� { 1 1 � � � AREA CREATED BY AN ADDITION -�- - .+�,� TO THE EXISTING DRIVEWAY AND THE EXPANSION OF THE FRONT _ - `� - PORCH IS IN PART BALANCED BY THE REDUCTION OF IMPERVIOUS * ` �+''�' _ - +� '"' AREA CREATED BY THE REMOVAL OF ANEXISTING • ; +��► r ._ * _ ,� s ,r, + e " _ . . •;.o4 X1 ` a ._ ,� _ , .. ,, '* ' CONCRETE _ ,�; ,. � *V rz,. 1 WALKWAY ALONG THE EAST SIDE OF THE PROPERTY AND THE 0 790 .0 �a !'' OREMOVAL OF PART OF THE EXISTING FRONT WALK. SEE DRAWINGS ;• - - ATTACHED FOR DETAIL. GENERAL SITE DRAINAGE PATTERNS WILL NOT I► *. "'' CHANGE. a. NA` 1 � ,tea { i> •-a 4 I V 0 i w • i �' GENERAL BUILDING INFORMATION: •'� � �•" I a :v_ `• '- _ •: * THE PROPOSED OCCUPANCY IS SINGLE FAMILY RESIDENTIAL GROUP }- �� �� •. . Kai 0 � J . - R3. 14. 1 • x r +• EXISTING BUILDING COMPOSITION= TWO STORY WOOD FRAME W/ j R r 04 4 �i • - WOOD SIDING OVER A MONOLYTHIC CONCRETE SLAB FOUNDATION. r` .�. � �� r, __. �-.. � �� � ��* � CONSTRUCTION TYPE= TYPE V-B. THESE DRAWINGS DESCRIBE THE ADDITION OF A SINGLE STORY I � FRONT PORCH TO AN EXISTING HOME. NEW PROPOSEDCONSTRUCTIONA TIVITIES N UD BUT TLIMITED • � ''fir `i � F • R 17 ' . * � ' - '""� E C INCLUDE E B NO �► ' j TO THE FOLLOWING: 61 a 334 do 1 . SHORING UP OF EXISTING PORCH BEAM, REMOVAL OF CENTER POST, REMOVAL OF PORTION OF WALKWAY SLAB, REMOVAL OF ALA ,• .► • EXISTING GARAGE TRUSS AND ROOF OVERHANG TO WEST. _ 2. REMOVAL EXISTING OF BAY WINDOW AT LIVING ROOM. 3. ADDING CONCRETE SLAB WITH TURNED-DOWN FOOTINGS AND d �► � _ .0. � CONVENTIONAL WOOD FRAMING AS SHOWN, INCLUDING SOME 1I - 1;, PREENGINEERED WD BEAMS. SOME PORCH ROOF FRAMING EXTENDS • - " ► OVER EXISTING ROOF. 7 4 ENCLOSE EXISTING ENTRY ALCOVE AND CONVERT TO CLOSET _ ACCESSED FROM GARAGE.. PDD NEW ENTRY DOOR AND SIDELIGHTS. ADD SIDING TO MATCH LXI$TING AS REQUIRED. _ F h 5. ADD ASPHALT SHINGLE ROOF TO MATCH EXISTING. 6. ADD OPEN WOOD DECKING OVER SLEEPERS OVER NEW CONCRETE ,,,, �.„ - 4F. SLAB AS FLOOR TO PORCH. ADD SOFFITS AS SHOWN AT UNDERSIDE OF ROOF FRAMING. • - y 7. ADD LIGHTING AND ELECTRICAL OUTLETS AS SHOWN. ' NEW ADDED DRIVEWAY REMOVE EXISTING WALK NEW ADDED DRIVEWAY NEW ADDED DRIVEWAY REMOVE EXISTING WALK 48 SF 273 SF 57 SF 48 SF 273 SF 150' - - - - - - - - - - - - - - - - - - - - - - - - - -� > > > > > - - - - - - - - - - - - - - - ------------------------------ > - - - - - - - - - - - - - - - ---1 17 T 17-7771 \ ,� \ }" k k 'Y'�. J l > -P — — ----------------------- — / :s+y \� - - - 1 1 y \r \vr .\.c •.1. ,x' � X, 'x ,; j / r \ x Iq P r rolo000ll Y 1 © I vv of TH W►srot 1 I v AREAS OF AL ER A TI ON oast�sn,olr C�7 1 / /49 / � 1=J ,` / I � I 1 vv ;' ; / / / i' %' 1 I 1 ' ( % 1 vv W ;Cl��� � /. / i i, I 1 ------ --- i / / / f / / �I % / %� I 1 O ® ® -- 1--- ---- — -- ----------------------------- -------- ------------------------ -of ---- —J I j� 1 { 1 ILII \' � I o ' 1 — -- — ----- 1 — — -- — — ------------------------ 1 I I I I 50 EXISTING CONCRETE WALK ------------ -----, ' -"I TO BE REMOVED 06 SF 1 4 2 3 S F Poop tic -----+ I I I I WW PORCH 11 I { I \ ���_ _ I 50' i 1 '+--I►-i------------------- PO ' I OL 11 I I I — I E 'sl] I�IVMG I I I EXISTING PORCH POSTS TO REMAIN � � i Poop TO BE COVERE WITH TRIM TO MATCH NEW POSTS. Nt Puffr c 20-0 1 "I 1 1 AREA OF ROPOSED PORCH ADDITION ®288 SF ' / AREA OF ROPOSED P CH ADDITION X288 SP AREAI1 ------------------------------------------ -----� I ( OF ------- ------------------------------------------- LAWN PR OSED FRENCH DRAT I I 'STORING 35 C OF STORMWATE I I L _ L PROPOSED FIRST FLOOR- - - - L - ------------------------------- - - - - - - - - - - -- 150" — 150 EXISTING SITE AREAS: PROPOSED SITE AREAS: OVERALL SITE = 7584 SF +/— OVERALL SITE = 7584 SF EXISTING SITE PLAN IMPERVIOUS AREA =4063-423= 3640 SF +/— IMPERVIOUS AREA: CitPlanning andAtlantic oning Department IMPERVIOUS AREA =48% OF PROPERTY =3640 EXISTING SF _-_ - +48 SF ADDED DRIVEWAY �. This approval verifies Compliance with applicable —6 SF REMOVING CORNER OF EXISTING DONT WALK zoninlocal land development regulations,division nut doesnotconstitute � -273 SF REMOVING EXISTING CONCRETE WALKWAY AT EAST SIDEYARD approval for the issuance o permits. Compliance +288 SF NEW PORCH with Florida Building Code and all other applicable local, tate and Federal permitting requirements =3697 PROPOSED AREA must be verified by signature of the City of Atlantic Beach Building O prior to the an" of a s Perm PROPOSED IMPERVIOUS AREA =48.7% OF PROPERTY i° ertt CONSTITUTING AN ADDITION OF 57 SF WHICH ACCORDING THE CITY OF ATLANTIC BEACH REQUIRES 35 CU FT OF STORAGE ON SITE TO BE PROVIDE BY FRENCH DRAIN SYSTEM ALONG WESTERN EDGE OF NEW PORCH. E JAMES W DUPREE ARCHITECT20' SITE PLANS AND NOTES o � 0 904-247- 7072 N SAR-00 »0382 06-30-06 A TLANTIC B E ACH, F LOR I D A W — — — — II EXISTING CONCRETE WALK TO BE REMOVED - -----�....--�.— .�—.�.�—.�---- AT 273 SF NEW DRIVEWAY ADDED AT 273 SF I ( 3 I 000 amQ r- - - - - - - - - - - KITCHEN BATH O MASTER BEDROOMS CLOSET AREAS OF ALTERATION STUDY 0JLD D 0 0O i GARAGE 00 0 EXISTING POST TO BE REMOVED { EXISTING SLAB EDGE e TO BE REMOVED EXISTING POST TO REMAIN — — — — - - BAT; - - { PORCH I 001.1, 0 I EXISTING ENTRY NICHE TO BE ENCLOSED AND CONVERTED TO CLOSET ACCESSED FROM GAREAGE I I LIVING ROOM I 0 POOL I EXISTING ROOF TO BE TRIMMED AWAY { EXISTING BAY WINDOW TO BE REMOVED jjjjI I EXISTING ROOF CORNER TO REMAIN { EXISTING FIRST FLOOR EXISTING CONCRETE 1WALK REMOVED :> J �� :> ..- � � ���:. �_-�_..�.. _ 48 SF ON-SITE EXPANSION OF EXISTING � -- - -- - ---- --- -- -- ----- - -- -- ----- - - -- -- -- -- - J y CONCRETE DRIVEWAY 2 000 AR EAS OF ALTERATION � 57 S +/- OFF-SITE EIIPANSION OF EXISTING I \ CONCRETE DRIVEWAY Q ( \ EXISTING POST TO REMAIN EXISTING POST TO REMAIN ( `\ EXISTING Q AND TO BE TRIMMED WITH NEW 1X CEDAR AND TO BE TRIMMED WITH NEW 1X CEDAR AREAS OF ALTERATION ' EXISTING STUDY TO ACIEVE 7-1/4!SQUARE WIDTH TO ACIEVE WIDTH SHOWN �� NEW 7-1/4'SQUARE POST AS EITHER PT 04 EXISTING POST TO BE REMOVED ( \ TRIMMED MATH CEDAR 1X OR AS 8X8 -O" NEW BEAM ABOVE WILL SUPPORT { I \ G GARAGE O POST PEFABRICATED FROM PT 2n EXISTING AND NEW ROOF I ` TO BE TRIMMED 0 TOP AND BOTTOM ` EXISTING POST TO REMAIN EXISTING POST TO REMAIN AS SHOWN TYPICAL 3068 SC � AND TO BE TRIMMED WITH NEW 1X CEDAR °O L-LI 1 I AND TO BE TRIMMED WITH NEW 1X CEDA� TO ACIEVE 7-1/4'SQUARE WIDTH ( TO ACIEVE WIDTH SHOWN I NEW 7-1 4'SQUARE POST AS EITHER PT 4X4 EXISTING POST TO BE REMOVED / / \ I NEIN CLOSET / I NEW BEAM ABOVE WILL SUPPORT I TRIMMED WITH CEDAR 1X OR AS 8X8 "� EXISTING AND NEW ROOF ,� o \ ( PERVIOUS MULCH PATH OVER FILTER FABRIC POST PEFABRICATED FROM PT 2X'S y� 2'-� STRETCHED BETWEEN SCORED CURVING TO BE TRIMMED 0 TOP AND BOTTOM -�TSTT 1 2X GROUND CONTACT PT WD EDGING. AS SHOWN TYPICAL = r — Y• / 3068 SC — — — — \ CONFIRM PATH SHAPE ON SITE W OWNER. EXISTING ENTRY NICHE TO BE ENCLOSED { _ I I I { { - \ /� _- -- _-- �-- NEW Cl IO$ET \ \ o , o AND CONVERTED TO CLOSET ACCESSED FROM GAREAGE PERVIOUS MULCH PATH OVER FILTER FABRIC STRETCHED BETWEEN SCORED CURVING — \ ` 2X GROUND CONTACT PT WD EDGING. \ CONFIRM PATH SHAPE ON SITE W/OMMER. EXISTING ENTRY NICHE TO BE ENCLOSED • I I �- - - -- -- W AND CONVERTED TO CLOSET ACCESSED FROM GAREAGE I I m ( I I o 00 NEW- P #---- IV- y 11 REINFOREACTTEOTEE ILV�TURN ED EXISTINGoCLEAN COMPACTEDTERMITRTED DASHED UNE =EXSTING ROOF PROFILE DOWN EDGE FOR PERIMETER FOOTING PER STRUCTURAL PROVIDE EXPANSION JOINT AGAINST EXISTING HOUSE SLAB. TOP OF NEW SLAB AT WEST END TO BE LEVEL WITH TOP ❑ I ❑ ' ❑ OF EXISTING WALKWAY. SLAB SLOPES UP FROM THERE -- -------�_-.-- --- --- -- BY 3' TO EAST END SUCH THAT NEW SLAB COVERS TOP I { { -/ - - - _- - -- -�- DASHED UNE =PROPOSED ROOF PROFILE OF EXISTING WALKWAY. NEW SLAB IS COVERD WITH RIPPED { I -f�TRI �AL SYMB0LS LEGEND I - --- -- \'- - --- � - '� 2X6 GROUND CONTACT PT SLEEPERS IN TURN COVEREDL - - -- - - -- - -- - BY LEVEL 1X6 PT DECKING. CUT SLEEPERS TO HOLD TOP �* I REINFORCED CONCRETE SLAB OVER 6 MIL VAPOR BARRIER I I J- --_ -- --- - -- ----- - I OF DECKING BENEATH NEW DOOR THRESHOLD. L aIIIIIIIIIIIIII, sow.J OVER CLEAN COMPACTED TERMITE TREATED FILL TURN 6y' CHAIN STAYS TO SECURE PENDANT LANTERN SEE STRUCTURAL DRAWINGS FOR DETAIL DOWN EDGE FOR PERIMETER FOOTING PER STRUCTURAL `� - -- --- - - ❑ ❑ ❑ { PROVIDE EXPANSION JOINT AGAINST EXISTING HOUSE SLAB. I _-- _ — --- — - TOP OF NEW SLAB AT WEST END TO BE LEVEL NTH TOP _ _ — — _ — -_ — — DRAINAGE SYSTEM TO INCLUDE OF EXISTING WALKWAY. SLAB SLOPES UP FROM THERE - - - - - - - - --- ---- - ---------------- GUTTER ALONG WESTERN EDGE OF NEW ROOF TO CARRY CEILING FAN RATED FOR EXTERIOR USE BY 3' TO EAST END SUCH THAT NEW SLAB COVERS TOP ( - --- - - - ------- -- -- �- I STORMWATER TO DOWNSPOUT LEADING TO PVC ELBO PIPE AT GRADE M OF EXISTING WALKWAY. NEW SLAB IS COVERD WITH RIPPED I I -I I I-.- --- -- ---- I LEADING TO 12'DIAM PERFORATED PIPE WRAPPED IN FILTER FABRIC 2X6 GROUND CONTACT PT SI.EEPERS IN TURN COVERED `� - --- `- -- �' SET IN 15' X 3' X 2' GRAVEL FILLED TRENCH IN TURN WRAPPED IN FABRI _ PORCH CORNER TO BE SUPPORTED BY LEVEL 1X6 PT DECKING. CUT SLEEPERS TO HOLD TOP ¢ _ - -OF DECKING BENEATH NEW DOOR THRESHOLD. ( I ( - --- -- -- -- WITH 6'MIN LAP. TRENCH TO BE COVERED W/ +/- 6'SOIL 15'-0' BY NEW POST OR EXISTING WALL -SEE STRUCTURAL FRENCH DRAIN SYSTEM TO YIELD REQUIRED 35 CU FT OF PORCH PILASTER TO BE SHAPED AS SHOWN SEE STRUCTURAL DRAWINGS FOR DETAIL - _- - - - ------- -- T ----- - { I — — — — —-- —— - _ —— — — —_——_-- STORMWATER ONSITE STORAGE. 2'-7y' WATERPROOF DUPLEX OUTLET WITH = — ———————— - ---— ———� - GWP GROUND FAULT CIRCUIT INTERUPTER DRAINAGE SYSTEM TO INCLUDE � A GUTTER ALONG WESTERN EDGE OF NEW ROOF TO CARRY — — —— —— —————— — —— — — —— -T 7 (C STORMWATER M DOWNSPOUT LEADING TO PVC ELBO PIPE AT GRADE v LEADING TO 12'DIAM PERFORATED PIPE WRAPPED IN FILTER FABRIC SET IN 15 X S X 2' GRAVEL FILLED TRENCH IN TURN WRAPPED IN FABRI PORCH CORNER TO BE SUPPORTED EXTERIOR GRADE WALL MOUNTED LANTERN I WITH 6'MIN LAP. TRENCH TO BE COVERED W/ +/- 6'SOIL BY NEW POST OR EXISTING WALL -SEE STRUCTURAL FRENCH DRAIN STORMWATER ONSITE STORAGE TO YIELD REQUIRED 35 CU FT OF 2•-7y' 7-9J�' �-9 ' PORCH PILASTER TO BE SHAPED AS SHOWN EXTERIOR GRADE CEILINGL MOUNTED LANTERN ) Y WITH CHAIN WIND STAYS AS SHOWN. R c PROPOSED FOUNDATION PLAN WALL SWITCH TO MATCH EXISTING PROPOSED FIRST FLOOR E JAMES # DUPREE A33 6 TH STREET 4' 8' FIRST FLOOR P AR-00 > >03842 904-247- 7072 N S A T L A N T I C B EAC H, F L O R I D A 06-30-06 W f � I .`7 6 AREA OF ALTERATION v v ou Orfli ROOF BED N0.3 BED N0.2 ROOF � CLO HALL ROOF ROOF EXISTING SECOND FLOOR AND FIRST FLOOR ROOF H .11 - . 1 -1 AREA OF ALTERATION 11,11,111111111111111illillililllllllllllllIlljlI O BA O ROOF BED N0.3 BED N0.2 ROOF � CLO � HALL 2/12 � �, n Nz ROOF ROOF + m � X N z EXISTING SECOND FLOOR AND PROPOSED FIRST FLOOR ROOF JAMES Hr DUPREE ARCHITECT 334 6 TH S TREE T � 0 4' 8' SECOND FLOOR PLANS 3 AR-00110382 904-247- 7072 ATLANTIC BEACH, F L O R I D A N S 06-30-06 1 W V 1, -0 6 . WALL SCONCE LIGHT FIXTURES WHITE PTD WD FASCIA AS SHOWN --- OPEN WD LOUVERS TO BE PTD WHITE ACORN SHAPED DECORATIVE TRIM AT CENTER OF COLLAR BEAM SOFFIT PENDANT LANTERN LIGHTFIXTURE W/CHAIN STAYS FROM PORCH CORNERS AS SHOWN_ _ , , -- - -- - ---- - - - - -- --- ----- - ---- - - --- -- ---- - - ------ ------- ----- - ---- — -- -- -- - ----- -- - -- - EXISTING ROOF CORNER TO REMAIN. NEW HIGHER EAVE TO DIE INTO --------- ------------- NG OOF SUCH THAT BTM OF - -- --- NEW FASCIA=(ATMI BTM OF EXISTING ROOF. PROPOSED EAST ELEVATION PROPOSED NORTH ELEVATION ---------, ------- LA v� s , • , ------------- ---- EXISTING EAST ELEVATION , EXISTING, NORTH ELEVATION ASPHALT SHINGLES OVER SELF-ADHERING PEEL - - - AND SUCK WATERPROOF MEMBRANE SUCH AS - - - GRACE ICE&WATER SHIELD APPLIED OVER 5/ir CDX PLYM OVER WD FRAMINGPARALLAM VA) BEAM_ _ - SUPPORTED IN PART BY EXISTING ROOF. SEE STRUCTURAL CLAD W/TRIM SEE STRUCTURAL FOR DETAIL REMOVE r- NG AS SHOWN ROUT TOP OF 2X FOR �v.�._-'� -_._-,__ -----. - :- -_ -- -_ ,- __- ., _. :._...__ •... ., .. -. .. .- - ._ :. -: .. .. ._ .. - .. ,- .__ - _ - .. _- " - - __. _ -:_ _, -- - ROOFING AND REPLACE AS REQUIRED TO ACHIEVE - WATERPROOF ROOFING ENVELOPE. DAN XTU MARE. ��. -��--.-�� --���'--��. .; , , ,', .• - :. - - - -. - - -- OF ROOF APPLY MTL FLASH 11 LNG AT INTERSECTION AND WALL TUCKED UNDER WALL FELTS MIN SIDING TO MATCH EXISTING OVER 30 FELT 1 OVER z~ } AND OVER ROOF TO CT DRAIN. # / EXTERIOR GLUE PLYWD OVER 2X4 WD V JOINT TdcG 1X PANEWNG OR BEAD BOARD ED WHITE OR SKY BLUE STUD FRAMING ®16'0/C ALL ATTACH WD SOFFIT PAINTED � , _-�,-.__ti- 'Lit_.-��_r--ti_���.--• L`�- --1.__�'_ - _ __ - ^_ _-- --� __ ___ - _ - _ �_-_�_ � .. - -�. .-- _. - _ ,. ___ - -. _. _. _ - _ - _ ._. ----_--_- _ _ _ - __ _ . AS CONTINUAl10N OF EXISTING WALL PER OWNER TYP. ASPHALT SHINGLES OVER SELF• -ADHERING PEEL ,. AND SUCK WATERPROOF MEMBRANE SUCH v - - - - - - - ------ GRACE ICE&WATER SHIELD APPLIED CD - - - -- ---- ----- -- - ------ - RAFTERS . SEE STRUCTURAL -- PTD 1X CEDAR TRIM TO MATCH Q 5 YWD OVER 2X10 WD - - . --• - - NEW BEAM TOP PROFILE AS SHOWN - - --- - - PTD ALUM EAVE DRIP AND WOOD FASCIA - - -- - - EXISTING A TYPI TO MATCH EXISTING AS PRACTICAL K STYLE WHITE PAINTED ALUM. GUTTER AT PORCH -- ---- ----- ------ --- - -------------- - - - - -- - -- -- ------- - ----- -------- TO 4'ROU - WEST EAVE LEADING ND ALUM. DOWNSPOUT. - NEW PARALLAM WD BEAM- SEE STRUCTURAL ---- - - -- - -- - - — --- ----- ----------- WHITE PTD 1X CEDAR WRAPPED BEAM TRIMMED LL ---_— ---------- -_---------- _ _-- - _ _- --- - _- AS SHOWN SUCH THAT BEAM THICKNESS = ------ -- POST THICKNESS BELOW. N 4 PROPOSED WEST ELEVATION ( PARTIAL) - - PATS -- - - -- WHITE PTD 1X CEDAR WRAPPED PT WD ElgS11NG GARAGE WALLS � ANCHORED TO CONCRETE FOOTINGS - - - AND ROOF TO REMAIN PER STRUCTURAL DRAWINGS. - .- 1X6 PT WD DECKING OVER RIPPED GROUND CONTACT ----- --- ---------- -- - - N - Y ®16 0 C AFFIXED TO 4 MI . THICKNESS RFJNFORCED CONCRETE SLAB WINEW WALL TH CES TURNED DOWN PERIMETER FOOTING NEW CONCRETE TO BE SELECTED BY OWNER ABUTS EXISTING HOUSE AND SLOPES DOWN TO --- - WEST MIN MORE PREFERRED). SLEEPERS CUT TO FOLLOW SLOPE OF CONCRETE BELOW WHILE MAINTAINING LEVEL TOP BEIJOW ENTRY DOOR THRESHOLD. ___._tom-�_:__ :__ __ . --• - -- - --_ : __ .... .. :. .. .. .. .. .. -. _. .. __ _ ._ - .. .. __ - - _ .. _ ._ � _. "a NEW DOOR AND SIDELIIES AS SHOWN zWEST END OF SLEEPERS TO EXTEND - 1— BEYOND FACE OF CONCRETE AND TO BE CAPPED WITH FULL 2X PT WD SKIRT BOARD THAT IN GTO EVENLY COVER SLEEPER/SLOPRINN WRAPS NORTH FACE A R A G E R 0 [R C 1-1 SLAB COMPOSITION. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL DETAIL - EXISTING GARAGE FLOOR SLAB DOWNSPOUT SET INTO PVC SLEEVE TURNING TO TIE TO • , . • TO REMAINA IN I T LLED, FILTER FABRIC ENCASED AS SHOWN. IN GRAVEL Fl LAP FABRIC 6 MIN TO ENSURE INTEGRITY OF WRAP. CONCRETE FOOTING HERE IS DEEPER TO HOLD BOTTOM OF„ FOOTINGAT OR BELOW BOTTOM OF GRAVEL. FILLED TRENCH _ .° a ._ -�• - - — — -- -- —-- --- -- d � - - - --- ------—- - - - - --- — • COVERAGE OF EXISTING SLAB W/NEW PROPOSED BUILDING SECTION EXISTING WEST ELEVATION ( PARTIAL) DOSING FRONT CONCRETE WALKWAY o 2' 4' AND PORCH POST SUPPORT AT P E JAMES W DUPREE ARCHITECT BUILDING ELEVATIONS/SECTION0 4 8 MIN] 04-24?'— ?'072AR N s 00110382 9 46 30 06 ATLANTIC BEACH, FLORIDA W J�' -7 ( 0 , o THESE STRUCTURAL DRAWINGS WERE PREPARED FOR THE CONSTRUCTION OF THE PROJECT DESCRIBED IN THIS TITLE BLOCK AND ARE INTENDED FOR USE BY A LICENSED CONTRACTOR.DO NOT PERMIT CONSTRUCTION WITH THESE PLANS BY AN OWNER-BUII,DFR OR OTHER UNLICENSED BUILDER. EXISTING HOME FOUNDATION MUMRAI,FNGINp.lb awl Conu*Ing FBPE CA Na 9338 2674 Horn Sbwt n =CONNECT BEAM TO DBL STUD IN aacw,owAe Beach,321N EXISTING WALL WITH(2)CS16AND p904.8693761 CUT AWAY EXISTING CONCRETE (20)104. CONNECT DBL STUD TO SLAB WITH HTT16. t 613.3645 WALKWAY AS NEEDED FOR PLACEMENT BW1Coae 2x12 2 SYP FIAT NAILER FOR CONNECTION OF NEW 16"DEEP FOOTING W/#5 OF NEW ETERS OVER EXISTING ROOF. BARS AT 12"EACH WAY. FASTEN ER TO EXISTING TRUSSES/RAFTERS BELOW WIT MINIMUM OF(5)SDS3x1/4 AT 24" EXISTING CONCRETE WALKWAY 011311 g TO REMAIN. SEE ARCH DRAWINGS FOR OTHER INFORMATION. Vf Warren V.Carrigan IN rb Q PE Na 48M 07�OSr+sb ORIGINAL SIGNATURE IS RED HUC412 6x6 PT POST.TOP ELEVATION 3.6'x 11.25"PARALLAM AT BOTTOM OF COLLAR TIE. i I 5.25"x 9.25"PARALLAM CONNECTED CONNECT ALL BEAMS TO POSTS } TO POSTS AT EACH END WITH(4)CS16 WITH(2)CS16 AND(20)10d(UNO) I AND(20)10d. I 4AT WIDE x 8"DEEP THICKENED EDGE 6x6 KING POST CONNECTED AT BOTTOM TH#5 CONTINUOUS. 14 (RIDGE WITHD(4 CS16 AND(20)104. 6x6 KING POST CONNECTED AT BOTTOM 3.5"x 14"PARALLAM RIDGE i " 3.5"x 14"PARALLAM RIDGE EXISTING HOME TO 9.25 PARALLAM AND AT TOP TO DEEP FOOTING WITH#5 BARS 14 RIDGE WITH(4)CS16 AND(20)10d. 12"EACH WAY. FOUNDATION HEADER OVER DOOR AND SIDELIGHTS MINIMUM OF(2)2x12 WITH(2)JACKS AND 17'WIDE x 30"DEEP MONOLITHIC CONNECT ALL POSTS TO CONCRETE (2)KING STUDS AT EACH END. FASTEN i SHEATH ROOF DECK WITH 5W CDX PLYWOOD V JACKS AND KINGS TO EACH OTHER WITH i FASTENED TO FRAMING WITH 8d COMMONS AT FOOTING WITH(2)05 TOP,MIDDLE, WITH ASU66(UNO) i 3"ON CENTER ON THE EDGE AND 6"ON CENTER I AND BOTTOM AND#2 CLOSED TIES i (2)ROWS OF 12d AT 5 O.C.AND CONNECT i I AT 14"O.C. i KING STUDS TO SLAB WITH HTT16. IN THE FIELD. A Z I 3.5"x 11.25"PARALLAM 6x6 PT POST.TOP ELEVATION i jam{ I AT BOTTOM OF COLLAR TIE. 4"SLAB ON GRADE I HUC412 i i 2x12 No.2 SYP FLAT NAILER FOR CONNECTION OF NEW RAFTERS OVER EXISTING ROOF. FASTEN NAILER TO EXISTING TRUSSES/RAFTERS I Q i BELOW WITH A MINIMUM OF(5)SD83x1/4 AT 2rC -- ------ —I---- — -- —— `— — —— -- -- — —' —`— — �0 6x6 PT POST(TYP) 2)2x12 (2)2x12 (2)202 20'-0" 2x6 RAFTERS AT 24"O.C.CONNECTED TO RIDGE WITH LSU26 AND TO BEAM OR NAILER WITH(2)H2.5 FOUNDATION PLAN- POST & BEAM FRAMING PLAN- ROOF FRAMING PLAN- SCALE: 1/40=1'4r SCALE: 1/4"=1*47' SCALE: 1/4"=1'-U' w w N 0 ri DESIGN CRITERIA AND LOADS MATERIAL SPECIFICATIONS: 4 Building Code CONCRETE 2004 Florida Buildng Code CONCRETE TOPPING OVER HOLLOW CORE SLABS SHALL HAVE fc=3,000 psi. Code for Design Loads ANSI/ASCE 7-98 CONCRETE USED TO FILL MASONRY UNITS SHALL HAVE fc=3,000 psi. CONCRETE FOR SLABS ON GRADE SHALL HAVE fc=2500 psi. CONCRETE FOR STRIP FOOTINGS SHALL HAVE fc=3,000 psi. ac ac Roof Loadino (C&1.25) CONCRETE FOR SPOT FOOTINGS UNDER STEEL COLUMNS SHALL HAVE fe=4,000 psi. Top Chord Dead Load 10 psf CONCRETE FOR SLABS ON GRADE SHALL BE EQUIPPED WITH SHEET 6 x 6x WIA x WIA WELDED WIRE MESH AT MID-DEPTH, w Top Chord Live Load 20 pef to Bottom Chord LChord ive Loadad Load 10 pef STEEL, LIGHT GAGE STEEL BEAM AND TRUSS HANGERS,CONNECTORS,STRAPS, AND THE LIKE SHALL BE HOT DIPPED GALVANIZED IN A MANNER 0 Floor Loading (Cd--1.00) CONSISTENT WITH THE CORROSIVE SALT ENVIRONMENT OF THE OCEANFRONT. Top Chord Dead Load 10 pef ALL REINFORCING BARS SIZE#3 OR GREATER SHALL BE ASTM A615 GRADE 60 DEFORMED BARS. Top Chord Live Load 40 pef ALL CONTINUOUS HORIZONTAL REINFORCEMENT SHALL HAVE 90 DEGREE BENDS AT CORNERS AND SHALL HAVE 25"LAP AT SPLICES. Bottom Chord Dead Load 5 pef Bottom Chord Live Load 0 pef Gust 120 12 MASONRY Wind Loafing 0 MPH ALL MASONRY UNITS SHALL HAVE fm=1,500 psi AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S GROUT OVER FULL BED. EVERY Exposure Category C ASCE?-98, OTHER COURSE SHALL BE EQUIPPED WITH 9 GAGE LADDER TYPE JOINT REINFORCEMENT. e Importance Factor 1.0 Building Category II WOOD Partially Enclosed Interior Pressure Coeff 0.55 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR IS INSTALLED IN REPEATED EXPOSURE TO WETTING AND DRYING SHALL BE PRESSURE C&C Design Pressures (see table 1) TREATED NO.2 SYP. ALL DBL PLATES IN VERTICAL FRAMING SHALL BE NO.2 SYP(UNO). SNEET NANM TM* ALL STUDS SHALL BE NO.2 SPF(UNO). ALL RAFTERS AND JOISTS SHALL BE NO.2 SYP(UNO). .fps Np; SC*AJ& As Shown FOUNDATIONS DATE CREATED: IIIA TABLE I COMPONENT AND THIS FOUNDATION WAS DESIGNED FOR USE ON RELATIVELY LEVEL TERRAIN WITH NO SUDDEN CHANGES IN SOIL CONDITIONS(EITHER MATERIAL COMPOSITION OR ELEVATION)WITHIN 15 FEET OF THE BUILDING FOOTPRINT. SHOULD THE CONTRACTOR FIND THAT THE SUPPORTING MATERIAL CLADDING IS NOT RELATIVELY HOMOGENEOUS WITHIN THAT AREA OR THAT THERE ARE RETAINING WALLS OR OTHER SUDDEN CHANGES IN ELEVATION WITHIN THE DESCRIBED AREA,CONTACT THE ENGINEER OF RECORD FOR CONSULTATION PRIOR TO CONCRETE PLACEMENT. DESIGN PRESSURES EARTH FILL SUPPORTING FOUNDATIONS AND SLABS ON GRADE SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. ig� a Interior Zone End Zone THE CONTRACTOR OR HOMEOWNER SHALL EMPLOY THE SERVICES OF A REGISTERED FLORIDA GEOTECHNICAL ENGINEER TO CONFIRM THAT THE (Ps� (10160 SUBJECT SITE IS SUITABLE TO SUPPORT THE PROPOSED STRUCTURE. GEOTECHNICAL ENGINEER SHALL SERVE AS DELEGATED ENGINEER AND SHALL PERFORM SUBSURFACE INVESTIGATIONS IN PURSUIT OF DATA REQUIRED BY 61G15-31.008 F.A.C. Shoot Numb► a• 0-20 sqft +48 -51 +48 -60 STEMWALLS OVER FOUR COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT THE ENGINEER OF RECORD IF THIS CONDITION EXISTS. 21 -50 sq.ft +46 -49 +46 -57 TO CONTROL CRACKING IN THE SLAB,CUT 1"DEEP SAW CUTS IN A 15'X 15'GRID THROUGHOUT THE SLAB WITHIN 4 HOURS OF CONCRETE PLACEMENT. 51 -100 sq.fL +43 -48 +43 -52 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM PLANS. DO NOT DETERMINE LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE,CONTACT THE ENGINEER OF RECORD. 1101 -200 sq.ft +42 -45 +42 -49 SIMPSON STRONG-TIE ACRYLIC TIE(REPORT ER-5791)SHALL BE USED IN ALL DRILLED AND EPDXIED CONNECTIONS TO CONCRETE. ANCHOR BOLT, THREADED ROD,OR DOWELED REINFORCING STEEL MAST BE EMBEDDED TO THE DEPTH SPECIFIED ON THE PLANS INA HOLE DRILLED Ills'GREATER SEE WALL FRAMING PLANS: EZ=END ZONE IZ=INTERIOR ZONE. IN DIAMETER THAN THE DIAMETER OF THE ANCHOR. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. DRAWING INDEX: 150' SHEET 1 = SITE PLANS AND GENERAL INFORMATION SHEET 2= EXISTING FLOOR PLANS SHEET 3= PROPOSED FIRST FLOOR PLAN SHEET 4= PROP I ,---------------------------------------------------------------------------------- ED SECOND FLOOR PLAN I ---------------~------------------------------ —, SHEET 5= EXISTING AND PROPOSED ELEVATIONS SHEET 6= EXISTING AND PROPOSED ELEVATIONS ----- ----- O O I SHEET 7= EXISTING AND PROPOSED ELEVATIONS I _Lj W.C. i SHEET 8= BUILDING SECTIONS AND DETAILS I KITCHEN D BATH o FAMILY STUDYI I STUDY O I SHEET 9= BUILDING SECTIONS AND DETAILS LJ , I GARAGE 0 O I SHEET 10= WALL SECTIONS AND DETAILS ' CONCRETE I 0 , SHEET 1 1 = NEW ARCHITECTURAL FOUNDATION AND FRAMING I I I DRIVEWAY i © i SHEET 12= NEW ELECTRICAL PLAN (y , I SHEET S1 = STRUCTURAL FOUNDATION PLAN AND DETAILS I F17 ® -__ _ SHEET S2= STRUCTURAL ROOF FRAMING PLAN AND DETAILS II O SHEET S3= STRUCTURAL FRAMING DETAILS & OPNGS SCHEDULE ' I r--------------- -------------------------------- ---------� I I I I I ATTACHMENTS INCLUDE: I I ------------------------ E1 171 I i I 1 . COPY OF PROPERTY SURVEY �--- L------ I 50 I I Q0 ' I POOL DECK ZONING INFORMATION 50'1 LIVING ROOM ' i I POOL THESE DRAWINGS DESCRIBE A PROPOSED RENOVATION OF AN EXISTING HOME I I AT 334 6TH STREET IN ATLANTIC BEACH. THE BUILDING IS CURRENTLY BEING REPAIRED UNDER A SEPERATE BUILDING PERMIT. I PLANTING THE PROPERTY IS ZONED RS-2. A BUILDING ADDITION IS PROPOSED AT THE I I I I I FRONT OF THE PROPERTY TO EXTEND TO WITHIN APPROXIMATELY 25' OF THE FRONT PROPERTY LINE BUT WILL NOT ENCROACH INTO THE REQUIRED I 20' SETBACK. L------------------------~----------------- ------� THE PROPOSED BUILDING ADDITION AND WALKWAY MODIFICATIONS LEAVE 1 I 50.7% OF THE TOTAL SITE UNCOVERED AND PERMEABLE. EXISTING DRAINAGE CONDITIONS ARE NOT SIGNIFICANTLY IMPACTED NOR WILL . ANY TREES BE REMOVED. I I 150' GENERAL BUILDING INFORMATION: THE FOLLOWING NOTES ARE INTENDED TO RESPOND TO REQUIREMENTS DESCRIBED IN THE FLORIDA BUILDING CODE- 2001 EDITION WITH 2002 EXISTINGS1 TE PLAN REVISIONS. ALL REQUIREMENTS OF THIS CODE WILL BE MET. THE PROPOSED OCCUPANCY IS SINGLE FAMILY RESIDENTIAL GROUP R3. EXISTING BUILDING COMPOSITION= TWO STORY WOOD FRAME W/ WOOD SIDING OVER A MONOLYTHIC CONCRETE SLAB FOUNDATION. CONSTRUCTION TYPE= TYPE VI UNPROTECTED. 150' THESL DRAWINGS MAY DEPICT MODIFICATIONS DESCRIBED IN THE /CURRENT -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PREVIOUSLY PERMITTED LIST OF REPAIRS BUT THEIR PRIMARY IN ENT IS TO I DESCRIBE NEW PROPOSED WORK. -------------------------------------- _____________________________ _ __ I I 408 SIF r --------------------------------- - ----------- - NEW PROPOSED CONSTRUCTION ACTIVITIES INCLUDE THE FOLLOWING: I 1 I 1 ' ------- o o I 1 . REMOVE EXISTING ROOF OVER LIVING AREA. W.C. 2. REPLACE ROOF WITH NEW 2X12 FRAMING AND ROOF. KITCHEN D BATH o FAMILY STUDY 3. EXTEND EXISTING FLOOR AREA TOWARDS STREET. Fol LAUNDRY D 3 4 F L J 0F I 4. CREATE NEW FRONT PORCH AND WALKWAY TO DRIVEWAY. CONCRETDRIVEWAYS GARAGE ° Q I HVAC 5. ADD DORMER WINDOW TO SECOND FLOOR STAIR HALL L1J U 6. ADD MATCHING NEW WIND T OW 0 SECOND FLOOR FRONT BEDROOM. L� 7. EXTEND GARAGE ENCLOSURE TO INCORPORATE EXISTING FRONT PORCH. 8. RECOMPOSE LIVING AREA SOUTH WALL BY REMOVING EXISTING .....FIREPLACE AND WINDOWS TO BE REPLACED BY FRENCH DOORS AND BAR 1 1 .....TRANSOM WINDOW. I I I I FLAT I WORKSHOP ----- r----------- ------ ----------------------------- ------T--1 I U SO" I I ea--o- i 0 i r----`-- - -- 9. REPLACE EXISTING SOUTH BALCONY AND DOOR WITH NEW WINDOW. • I 1 10.REPLACE EXISTING FABRIC AWNINGS AT POOL AREA WITH NEW LARGER I --------- -------- .....AWNING. 1 1 SK&LGw 11 I I PLANTING i i O i Q I IBEAM 0 11 I I IICEILING II n' '111 I 50 11 .REMOVE PART OF EXISTING POOL DECK AND RESURFACE. I I ' II II II II LO I C12.REPLACE OR REMOVE WINDOWS AT MASTER BEDROOM WEST WALL. SAND—SET I I I I I I 1 1 I 42 3 SI I I POOL DECK 50 PAVER I I PORCH , L FOYER I , FLATI I I VAULTED 1 1 I I DIIG I I REPLACE EXISTING SIDING WITH TREATED CEDAR SHINGLES. CEI G CEILING CEILING WALKWAY I I I I B LIED = 1 1 1 1 1 1 1 1 VAULTED A 1 1 n 14.REPLACE EXISTING ROOFING FELTS AND ASPHALT SHINGLES. I I OILING 11 �• °� I I � I POOL II I 1 I II VAULTED 11 I I LIVING I I I E �� J �I V LJyY INfiS l JLAWN I I soFFrr I Muslc I I I ROOM 1 1 1 - IRIROL ICAL SERVICE AS REQUIRED. I I , AREA I 1 O I I 1 1 I 1 FLOSET I I rr-Ir r-o- I I PLANTING ALL NEW EXTERIOR GLASS DOORS AND WINDOWS WILL BE EQUIPPED WTH I I I FSO L Frr i i __ ; ; i ; ; i i I IMPACT RESISTANT GLASS PER CODE. EXISTING WINDOWS SCHEDULED TO 25 +/- O°•-o' ---- I I I I I I ' I REMAIN WILL BE PREPARED TO BE COVERED BY MIN 316" THICK PLYWD I 1 PANELS TO BE CUT, LABELLED AND STORED IN THE GARAGE FOR L-----------20 --- -------- EMERGENCY USE. ---------- -------- 20�-0" ADDITION FOUND CONDITIONS: 7500 SIF I THE CONTRACTOR IS TO INFORM THE ARCHITECT OF ANY VARIATION IN EXISTING FOUND CONDITIONS THAT WOULD SIGNIFICANTLY IMPACT THE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXECUTION OF THE WORK HEREIN DESCRIBED. 150' SITE AREAS: STRUCTURAL DRAWINGS: OVERALL SITE - 7500 SF -F�— SHEETS INCLUDED HEREIN DESCRIBED AS STRUCTUAL DR A c ea06 ch PROPOSED S1 TE PLAN — IMPERVIOUS AREA - -3696 SF -�-�-- PREPARED BY A STRUCTURAL ENGINEER LISCENCED IN FL IDA. and zoning DeparbnEM! CONTRACTOR IS TO INFORM THE ARCHITECT OF ANY CONF 114d&Icomplianoe with applicable STUCTURAL AND ARCHITECTURAL DRAWINGS BUT THE STRU �rt�L�other local land PERVIOUS AREA = 3804 SF +�-- =50.7% OF SITE WILL GENERALLY RULE IN NON-COSMETIC ISSUES. approval for�Issuanoeofper°nifts. Compliance with Florida Building Cods and all other applicable local, State and Federal permitting requirements must be v�eriilod by signstwe of the City of Atlantic Beady Building ffi�iat OEIiw to ileus m of• BgikUalp fhrrr,11 APPROVED Appod� CITY OF ATLANTIC BEACH Min wx BUILDING OFFICE: DOW JAMES W D UPREE ARCHITECT E �Y= DE CA NDIS HO USE RENO FA TION08 ' 16 EXISTINGAR-00»0382 904-247- 707z N AND PROPOSED SITE PLANS s A T L A N T I C B E A C H F L 0 R I D A 9 10-08.02 W 7NOV EIZTED 0 1 2002 BY: r - - - - - - - - - - IL to -11 D v oE B 0 ROOF BED N0.3 BED N0.2 0 r - - - - 0 ROOF i CLO x HALL 0 SECOND FLOOR ROOF ROOF - -- - - -- -- -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I 0 0- 0 0 .(r W.C. KITCHEN i I BATH MASTER BEDROOM CLOSET STUDY GARAGE 00 0O I 0 � I A 0 A PORCH o - - - - - - - - - - - - - - - - - - - - - - - - - o 13 LIVING ROOM o FIRST FLOOR E JAMES W DUPREE ARCHITECT DECANDIS HOUSE' RENOVATION N 0 4' 81 EXISTING FLOOR PLANS 21 AR-00110382 904-247-7072 ATLANTIC BEACH F L 0 R I D A 9 10.08.02 J w toe 0 -0 — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I o0o Q I 5E 0 0 EXISTING EXISTING EXISTING EXISTING EXISTING KITCHEN BATH 0 MASTER BEDROOM CLOSET GARAGE EXISTING I IL 11 LAUNDRY 0 0 0 0 D00 00 ATTIIC AC6ESS :Erri All 0 ?—< Cc/) CA --I L -J MZ HVAC CLOSET NL 4'-01' EXISTING BAR PANEL =:u0 - - - - - - - - - - a - - - - - - - - - - - - - - - - 7' R-- OD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I II FLAT INORKSH -j > z A SOFFIT I I NEW VINYL FABRIC om III 08 -3 AWNING W/ ALUM FRAME z I - - - - - - - - - 4- --7F-- --7 000-01 SHALLOW 11�- 0 7V-3III 1 19 BEAM @ CEILING Oaxi$ IN 14ING AF III INJ FW NEW o III I F(ft "o I PORCH BAR EL FLAT VAULTED -00' VAU LTED ca 0 LTED CEILIkG CEILING CEILING F- EILING 08,10 it Ll- .000� 00 III E I aT T Nl%-- 9 0 u-i VAULTED IL Tf 0 III ENDED .00.W G ROOM'%'-- SOFFIT IIIM SIC AREAI I I z °; III I = 0 F- ce 1 00--1 ul x uj uj m 1,2'-rO" 7 82-0^*� �"I I QLOSET 010, X1, 1 '1 0000' a III .0� '000 ILI N 61XNI A BAR E R V LT E LIN FLAT I I I 0 i III SOFFIT III 081 —319 PIN go—on 7'-9y2" at-041 �— — — — — — — — — — — — — — — — — -- - — — NEW EXISTING ADDITION HOUSE cm 00 Ncu> 0> E JAMES W DUPREE ARCHITECT DECANDIS HOUSE RENOVATION N 0 4' 8' PROPOSED FIRST FLOOR PLAN AR-00f 10382 904-247-7072A T LA N T I C B EAC H F L 0 R I DA 9 L:%mmrmm�7 10.08.02 W 4� NEW WINDOW TO MATCH NEW FEATURE CASEMENT - - - - - - - - WINDOW AT DORMER--LIKE EXTENSION v v p OEXISTING ROOF BA 0 EXISTING BED N0.3 BED N0.2 NEW WINDOW TO ROOF r - - - - REPLACE EXISTING CLQ DOOR AND zo x 2'_6N BALCONY M Z � I 2 CRICKET ji S"P'R'ALT — I I HINGLES OVER ICES WATER SHIELD - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - D z l i 1 HALL NEW VINYL FABRIC 0 MEMBRANE FROM O I AWNING W/ ALUM o VALLEY TO VALLEY I II FRAM E Z AND 24" BEYOND I / 00, I I NEW DORMER-LIKE I I STAIR HALL I I EXTENSION W/ I I NEW CASEMENT I I 4 WINDOW TO 9 EXTERIOR AND NEW I 1 I SHELF TO INTERIOR I I I I 5 00 9 ow I I It g I I I zp I I � jr- NEW I I w m ROOF & I I CEILING I I I I I I I I - - J NEW EXISTING EXISTING ROOF TO Now ADDITION HOUSE BE REPLACED W 00 OD N E JAMES W DUPREE ARCHITECT DECANDIS HOUSE RENOVATION0 4' 8' PROPOSED SECOND FLOOR PLAN 4 N S AR-00f 10382 904-247-7072 A T L A N T I C B E A C H F L 0 R I D A 9 10.0 8.0 2 W Lt Li ILI EXISTING SOUTH ELEVATION EXISTING NORTH ELEVATION LILLU-Idia fl -iLA-LLLLILiLLLL-Ii1LLLLLLL1w if U Li LiLu d 1111 11 11111 11 1111 11 LLLud Jj 111111 11111 111111 1 -LLnjLffLiLLLI] u� uu �', ❑ �. �Li CJI � �J � �WLL�uu LJL II J�LL111 Li �uL� NEW VINYL FABRIC AWNING WI ALUM WHIM FRAME � ll L Il..LllL ' U ITT 11 11 1111 U J11U ILII u U lilli. . LJ`IL, �� � .IL..JLIJI II _ II . . ll �I 'LL litill-1111i 1111 11 HII 11 111111 HIP[ IIIIII Im LiLtLILILL W 1J 114,L 11111111111J11 L U _ V U' � „Llulllll 11 111 1 ij I HILILIL - LL LLU I - IIIIIII I I"I, 1 11 LL ULJll � Lu v �Wuy li�uLILL iLLLLLLU -LL L u u , ll PROPOSED SOUTH ELEVATION PROPOSED NORTH ELEVATION JAMES W DUPREE ARCHITECT DECANDIS HOUSE RENOVATION 0 4' 8 ' EXISTING AND PROPOSED ELEVATIONS ❑ AR-00110382 904-247- 7072 A T L A N T I C B EAC H F L O R I D A �'J� 10.08.02 33 s+ III UT EXISTING WEST ELEVATION NEW 1X CEDAR NEW VINYL FABRIC LAP SIDING PTD OR NEW CEDAR AWNING W/ ALUM HARDIBOARD SHINGLES FRAME LAP SIDING PTD du I IT il 11171-1111111 ill ill Hill ill 11 LL-u LE. O LLaiLLLit e O I M PROPOSED WEST ELEVATION JAMES iP DUPREE ARCHITECT DECANDIS HOUSE RENOVATION 0 4' 8' EXISTING AND PROPOSED ELEVATIONS 6 AR-00110382 904-247-7072 A T L A N T I C B E A C H F L 0 R I D Alm:%mmrmm�71 10.08.02 Ak tG , �G • o`L EXISTING EAST ELEVATION IIIIIIIIII I Will 111 11 111 -1 111 1 Hill ij�. Eml I,mul RL�=Ulu 11 11 111Y 11111 IIII ) IL III 1iLl1jLL2Li 11111 °ill� Ll u LII u c u �` 'd`u '3 u u ° i °uii�o�wuwu i uui uu'�u� u u u� III ��LL� lll ' ° � � u a " u u uuu`�u PROPOSED EAST ELEVATION JAMES W DUPREE ARCHITECT DECANDIS HOUSE RENOVATION 0 4' 8' EXISTING AND PROPOSED ELEVATIONS ❑ AR-001 10382 904-247-7072 A T L A N T I C B E A C H F L 0 R I D A 10.08.02 w L U IL'�JWJLJL�ILllllllllllJ�LJL L�LLIL �l I�� �� �I���I-�I� �� �II �IIULII II I1 . MLL II LL l� T � � � Iy�-i1LILll II ILL II L ILII 'J ILS LILA I �� u ` 11LL1lLll II L LL J u y� i II II EXISTING SECOND FLOOR i i r Hll 11 1111 � uuLLUiluIN u � � IN LLJ � III w,�wi-Ha u.� J 1111 u 1 1 ; EXISTING FIRST FLOOR IS ! LI VIf N W LLH-LL .0 IN � uW7W, IkL W1 , BUILDING SECTION a BUILDING SECTION a 1�11iJ�11�LL goilillIllIlIll1lill 00,11111 lil IJLI11�u 1� lLW J1 I I ILLJll II -JJII1U� 11-1 11� iI111 1 Jj---LL U.—_L]----LJL JL L-� _LJuI1J� IlLlul001, CLOSET 0 E S OP GARAGE i i '. � ' ' 11 i � i u uiLu � ii F0 E S OP U-L� [D A-LL LU ILL -iL iLl LLLLLJiLLJJ- -LLLLLiLtj- BUILDING SECTION FRONT DOOR EXTERIOR DETAIL FRONT DOOR INTERIOR DETAIL 0 2 ' 4 ' 0 2 ' 4 ' JAMES W DUPREE ARCHITECT DECANDIS HOUSE RENOVATION O 4' H' BUILDING SECTIONS 8 AR-00110382 904-247- 7072A T L A N T I C B EAC H F L 0 R I D A L�r� 10.08.02 11 ly 11 11 ly 1L L LLULL J.. 14 PORCH FOYER MUSIC LIVING DINING O� lull uldil uu-11 UL R BUILDING SECTION 9 to DINING LIVING MUSIC FOYER PORCH PORCH FOYER MUSIC LLi 1--ui BUILDING SECTION 9LLI U I Ila Ll LILL i PORCH DETAIL 0 2 ' 4 ' JAMES JP DUPREE ARCHITECT DE CA NDIS HOUSE RENO VA TION O 4' H' BUILDING SECTIONS n AR-00> 10382 904-247-7072 10.08.02 `� A T L A N T I C B EAC H F L 0 R I D A jo < <o •v -L 2X12 LEDGER NAILED TO EXISTING WALL PER STRUCTURAL DRAWINGS- 2X12 RAFTERS ATTACHED TO LEDGER WITH SIMPSON MTL HANGERS R-30 FIBERGLASS BATT INSULATION BENEATH R-30 FIBERGLASS BATT AIR CAVITY VENTED AT TOP OF WALL WITH INSULATION BENEATH AIR RIDGE—LIKE CONTINUOUS VENT TO VENT CAVITY VENTED AT EVE EVERY FRAMING CELL AND WALL CONSIDER ALTERNATIVE APPLICATION OF 5—Y2" CONSIDER ALTERNATIVE APPLICAT POLYICENENE FOAM R-20 INSULATION POLYICENENE FOAM R-20 INSULA SPRAYED TO UNDERSIDE OF SHEATHING SPRAYED TO UNDERSIDE OF SHE/ ROOF SLOPE TO MATCH TO ELIMINATE NEED TO VENT CAVITIES TO ELIMINATE NEED TO VENT CA\ Q EXISTING TYPICAL ASPHALT SHINGLES OVER 30 LB ROOFING FELT OVER ASPHALT SHINGLES OVER 5/s" CDX PLWD OVER 2X12 30 LB ROOFING FELT OVER 1 ' 10" WD RAFTERS @24"0/C 5/8" CDX PLWD OVER 2X12 WD RAFTERS X24"0/C 2X6 SOFFIT JOISTS X24"0/C— SEE STRUCTURAL TRIPLE UP AT SWING WD TRIM DRAWINGS FOR MTL SUPPORTS CONNECTION DETAILS _ PTD ALUM EVE DRIP EXISTING GYP BD PTD ALUM EVE DRIP TYP PTD WD FASCIA TYP PTD WD FASCIA PERFORATED "HARDI PANEL" BD OR SIMILAR PERFORATED "HARDI VENTED SOFFIT MATERIAL WD TRIM PANEL" BD OR SIMILAR TO BE PTD WHITE VENTED SOFFIT MATERIAL TO BE PTD WHITE 3— X12 BEAM WRAPPED IN 1X FINISHED WD TO BE PTD 1X2 TRIM WHITE WALL SCONCE V—JOINT PANELLING OR 6X6 CEDAR OR SYP WD BEAD BOARD WD CEILING W/WD BOX BMS COMPOSED POST — REUSE EXISTING OF 1X6 HORIZONTAL AS POSSIBLE— TO BE PTD NEW DOORS WHITE FLANKED BY VERTICAL `� w 1X41S TRIMMED AT CEILING—SEE PLAN FOR V—JOINT PANELLING OR LOCATIONQ0BEAD BOARD WD SOFFIT PTD WHITE 20 PRESSURE TREATED PTD WD WAINSCOT TRIM CEDAR SHINGLES LAPPED W/ 6" TO WEATHER OVER HORIZONTAL PT BATTENS CEDAR SHINGLES ATTACHED THROUGH 15# LAPPED FELT AND NEW OR WD POST ANCHORED TO EXISTING SHEATHING TO 00 CONC SLAB—SEE NEW OR EXISTING 2X4 1 STRUCTURAL DRAWINGS STUDS X16" 0/C N FOR DETAILS (CONSIDER ICE&WATER SHIELD WRAP OVER NEW DOORS SHEATHING INSTEAD OF NEW DOORS FELT— RECOMMENDED) ALL � NEW SHEATHING TO BE Y2" / CDX PLYWD AREAS OF NEW V \V FOUNDATIONS TO GENEARALLY MATCH EXISTING CONCRETE FOOTING PROFILE BUT WITH MINIMUM DIMENSIONS AND REINFORCING AS SHOWN IN STRUCTURAL DRAWINGS 000 71 --o — v v � Q EXISTING GARAGE / / / / tic � � BA FLOOR / O 0 c EXISTING ROOF EXISTING ROOF FLAT RIDGE BED N0.3 F – _ _ _ BED N0.2 o L / / / / = rn /�� CLO x m � / / / � ocv, z En --I I I I 3— X12 �M 0 1 ENI�1G EX STING WALL I I EX PORCH EXISTING PORCH / / / / —rl — � —'I — —I � �` —'I � I FLOOR T BE REPLA ED / / / Dz � RPL W� � �' / / / � II I I I I I I I ERF ORETNSIO SSEL OSTAIRHALL o * NEW W/ NEW / / / D z I I I I I I NEW RICK OV�E FRAM D 1 1 HALL / / o m I I I I I WITH 12X S 1024 IOC I I I 0 Z GARAGE FLOOR —f—f--f--� I / -3" " I -- - I I ! 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TYP. 1 I USE SIMPSON H2.5 0 EACH OUTLOOKER TYP. � I 5,— . USE SIMPSON\MSTA24 0 WOOD BEAM � e / EACH JACK STUD EA. / SIDE OF OPENINGS TYP. ql ��r�a� ? '*-1 WOOD POST co 0 _ .— III lit 00N 111M 11 II NI I) 1�:��. Oil 11 I 1 I j N 0IN III 1 ul N I1I1IMAX � I I I I I I I 1 1 I I 1 1 I I I I I I I I I I I I I I I I USE SIMPSON MSTA12 1 i i i i EA. SIDE OF EVERY I I I 1 1 OTHER STUD & BOTH I I I 1 1 KING STUDS EA. SIDE— I I i i i t i t OF OPENING TO-CVL 1 1 1 1 I I 00"I I BEAM. TYP./ / "SIMPSON" 'ABU46' I 1 , / w/ 2-1/2",-- BOLTS & H11 11 / (12)-16d NAILS IN POST EX S NG CONTINUOUS FOO G m \ SOUTH WALL FRAMING DIAGRAM 8 1 NOTE: 8" MINIMUM 1 SEE SHEET "S3" FOR NOTE: � SIDECOVER � SHORE UP EXISTING ROOF FRAMING AS REQUIRED \ 5/8'N THREADED ROD / STRUCTURAL DETAIL REMOVE EXISTING WALL FRAMING AS REQUIRED DRILL 3/4'N HOLE, / REPLACE AS NOTED \ CLEAN & FILL w/ EPDXY. / MIN. 6" EMBED / E JAMES W DUPREE ARCHITECT " 0 4' 8 ' NEW FOUNDATION & ROOF FRAMING PLAN AR-00> >03182 904-247-7072 s10.08.02 A T L A N T I C B EAC H F L O R D A L:%==:mmm�7 W v � 1 a � t6rot.,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ==q HW 220V oc/ 220V 0 EXISTING EXISTING W.C. EXISTING GARAGE KITCHEN BATH 0 EXISTING I D4: LAUNDRY 000 00 0 � i AT�IC J AC6ESS = m 0 L< ELECTRICAL LEGEND c: 0 V A mH CLOSET ❑ F EXISTING0 BAR PANEL ELECTRICAL PANEL - - - - - - - - - - — - - - - - - - - - — — — — — — — — — — DUPLEX OUTLET WORKSHOP 220 VOLT OUTLET > Z III FFIT F 220V om BI =@ -319 GWt DUPLEX GFI GFI 0 — — — — — — — — DUPLEX GFI WTRPROOF =@GWp Z — — — — — — — — �-71F— WALL SWITCHIII I � R EI I I I $ 1000e DIMMER SWITCH SHALLOW "�o I $D vv ee C BEAMEILING @ I N G RECESSED DOWN LIGHT loo� 0000oDINI N& AREA WALL SCONCE III EW NEW 0000, P RCH FOYER F rlt,J. III BAR EL VAULTED LTED CILI�G CEILING CEILING 0 III I FILING 8 CEILING FAN 00 III SIN> 0 ui VAULT D /Q1 BAR V El EL FC V LTED LING XTEND D WALL BRACKET LANTERN SOFFI Oa IIIEAI I M SIC AIR ry 00000, X Ld M III I CL ET1000, III FIT L - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW EXISTING ADDITION HOUSE E JAMES W DUPREE ARCHITECT DECANDIS HOLjSE' RENO v, ,,A.. TI0N N 0 4' 8' FIRST FLOOR NEW ELECTRICAL PLAN 112 AR-00110382 904-247-7072 ATLANTIC B EACH F L 0 R I D A 9 Lr%==rmmmm7 10.08.02 w �p N �- 00 WIND ENGINEERING GENERAL NOTES & DESIGN CRITERIA `V N O LO 1. CODES: Florida Building Code ( 2001 Edition ), ATTIC, NDS, AWPA & APA ( latest editions ) J D -j rn 0 2. LIVE LOADS. LO > —� ROOF LIVE LOAD - TOP CHORD . . . . . . . . . . . . . . . . . . . 20 PSF J }a Q N N ATTIC LIVE LOAD - BOT CHORD . . . . . . . . . . . . . . . . . . . N/A Q m � O EXIST. I 4@ 48 C C 4 CONIC SLAB FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Z �' 0 o U 0 PSF Q o �, J I # � O V) FTG TYP. w/ WWF REINF. 3. WIND LOADS: BASIC WIND SPEED (V) - 120 MPH U o �%X Q LLJI I IMPORTANCE FACTOR (1) = 1.0 ~ w > w Q � I Q x �- w I ( BUILDING CATEGORY - II Z w z w I EXPOSURE CATAGORY C W o o w GRADE z INTERNAL PRESSURE COEFFICIENTS = ;0.18 (CLOSED BUILDING) F- N PRESSURES ON COMPONENTS AND CLADDING: SEE SHEET "S-3 = a _ — It w 0° I oo � -I11,�,U 1 4. MATERIALS: r o aLO Z ci d CONCRETE: NORMAL WEIGHT, MIN. 2500 PSI @ 28 DAYS w/ FIBERMESH REINFORCEMENT W � `�' N't00 a 6 MIL VAPOR W �to CO Z WELDED WIRE FABRIC: ASTM A-185 �_ N I z z BARRIER REPAIR OF CRACKS IN SLABS DUE TO SHRINKAGE, IMPROPER SOIL CONDITIONS, & _ ��rn `-' x DIFFERENTIAL SETTLEMENT, I T U �' - -NN w x 4._0� � LEMEN S HE FULL RESPONSIBILITY OF THE CONTRACTOR. � o w .-. Qw W _ _ J 3 @ 24" REINFORCMENT: ASTM A615, GRADE 60 J o >o O „ �. =0 z rn... J O 2'-0 TRANSV. LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPTER 23 OF THE FLORIDA BUILDING CODE. � z ov•• o 2-#5 CONT. STUDS: SPRUCE, PINE FUR, MC19, NO. 2 U.O.N. coo ��,1 m I , I I ' ' I U.O.N. ALL OTHERS: SOUTHERN YELLOW PINE, MC19, N0. 2 m J Q � I ENGINEERED WOOD PRODUCTS: LVL GP-LAM 2.oE N I I I ® MONOLITHIC FOOTING SECTION PROVIDE MOISTURE PROTECTION FOR EXTERIOR USE. I EXTERIOR SHEAR WALL SHEATHING: o z I I I i — F � NOT TO SCALE: - 7/16" THICK APA APPROVED FOR ALL ROOF SHEATHING AND WALL PA m I I I 7 - I / PANELS. J 8' 0" USE 3/4" THICK "APA" APPROVED T&G GLUED STRUD-I-FLOOR. EXTERIOR SHEATHING FASTENING: ALL EXTERIOR WALLS ARE SHEARWALLS i I I FOR WALL & ROOF: FASTEN 7/16" THICK SHEATHING WITH 8d COMMON NAILS @ 6" ON CENTERS OF SUPPORTED EDGES ( IN THE SEAMS ) AND @12" I 4 x 1'-6" DOWELS @ 12 c c 12 12 4 CONIC SLAB ON INTERMEDIATE SUPPORTS ( IN THE FIELD ). REDUCE NAIL a I I ^ # SPACING TO 4 ON CENTERS AROUND OPENINGS AND ALONG DOUBLE CAP PLATE. z DRILL & EPDXY INTO EXIST w/ WWF REINF. Q I I I w/ MIN 6 EMBED. MANUFACTURER OF GUN NAILS MUST MEET COMMON NAIL SPECIFICATION I FRAMING APPLICATIONS. z LLJ F -� e ° Z S I I 4 FASTENERS: PER TABLE 2306.1 FBC U.O.N. INSTALL PER MANUF. INSTRUCTIONS. V) I i I I c� I ° d- EXTERIOR WALL COVERINGS. TABLE 2308.1.0 FBC O V) S— t e FRAMING ANCHORS: NOTED ON PLANS BY SIMPSON„u j I I I 2,-0” I a d o o OR ENGINEER APPROVED EQUAL. I EXIST. ••_-_ '. THREADED RODS: ASTM A-307, D 11 2' I I i FTG TYP. 2- 5 CONT, w - WASHERS: ASTM F 436. N 4'-6- # = NUTS: „ ASTM A 563, GRADE A HEX. Q I I I I #3 @ 24" TRANSV. 111.,,, 1 6 MIL VAPOR EPDXY: SIMPSON STRONG-TIE CO., PRODUCT: SET ADHESIVE. Q BARRIER � O z 0 w s'-o" ��-9)�" 71-8Y2" Z Q INTERIOR STEP FOOTING 2 Z W w EXISTING SLAB NOT TO SCALE: S— � NEW SLAB ry 0 4" CONC. SLAB-ON-GRADE U un w/ 6x6-W1 .4xW1 .4 WWF REINF. LJJ z Q w FOUNDATION NOTES Q W w FOUNDATION PLAN ,. 4 CONC SLAB CIS m 1. REFER TO GENERAL NOTES & DESIGN CRITERIA ON SHEET "S-1". D SCALE: 1 /4" = 1 '-0" 2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS & CONDITIONS w/ WWF REINF. L.L U OF EXISTING STRUCTURE & SITE THAT ARE AFFECTED BY NEW WORK. Z LEGEND: ® P.T. 6x6 WOOD POSTW/ "ABU66" POST BASE 3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS & REPORT T Z z o SEE DETAIL B/ S-1". ANY STRUCTURE & SITE DEVIATIONS & DISCREPANCIES IMMEDIATELY TO 4 ' e o ® P.T. 4x4 WOOD POST W/ "ABU44" POST BASE THE ENGINEER. O SEE DETAIL "B/ S-1". 4'a 4. CONTRACTOR TO SHORE ALL EXISTING FRAMING MEMBERS THAT ,aLu cy_ Q SIMPSON "HTT16" TENSION TIE SEE DETAIL "C/S-1". ARE AFFECTED BY THE ADDITION AS REQUIRED. SHORING SHALL BE 2-#5 CONT, w It MAINTAINED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETEDLjj . / _ 3 @ 24 TRANSV. o 2'-0" 6 MIL VAPOR z ' w 2 -° BARRIER za ADD CORNER BAR `�I Q N INTERIOR WALL FOOTING 3 U __j y __j W NOT TO SCALE: S— 1 a 0 z O F- Q z 0-1w F_ z 4" CON C SLAB `n SLAB EDGE OF � SEE PLAN & DETAILS PATIO FOOTING W/ WWF REINF. —A— FOR FTG SIZE & REINF. ry ON SHEET "S-1". cn o • • z } CORNER REINFOr- . DETAILrA / 2 1 2 4 s � S- 1 ' ' NOT TO SCALE: • O • • d Q ° a V) It • • 00 d z • • a USE "SIMPSON" 'ABU66' 16 3—#5 EA. WAY '�IITI w _ "� 2'-0" SQ. 6 MIL VAPOR cn w/ 2 1 /2 BOLTS & • • BARRIER 0 o (12)-16d NAILS IN 6x6 POST 2 3 Ld 0 " ® / 'ABU66' FOR 6x6 POSTS MONOLITHICLLJ (USE ) 61,2 FOOTING 4 ®o (USE 'ABU44' FOR 4x4 POSTS) INSTALL 5/8" DIA. NOT TO SCALE: ( NO VAPOR BARRIER IF OUTSIDE z o ANCHOR BOLT NO WASHER REQUIRED w � 8" MINIMUM „ 2 1/8 (SEAT WIDTH) 2 JOB N0. 2 5 1 3 2 V, SIDECOVER 5/8 THREADED ROD -�{ 2 z >>N I 1 3/8 N.J.G. DRILL 3/4 HOLE, � ° I DRAWN: a •�c CLEAN 8c FILL w/ EPDXY. 15/1 MAINTAIN A MINIMUM 3" COVER FOR ALL FOOTING REINF, 10/08/02 z •�°P• °•�°•� " 4X 0.688 DATE. •:d@ MIN. 6 EMBED O » » SCALE: S NOTED WOOD POST BASE DETAIL E H TT16 TENSION TIE DETAIL (*'E� NOT TO SCALE: S_ 1 NOT TO SCALE: S— DRAWING N0. 4 — jtv 0Z S - 1 (p N N O N V M0 A INFILL EXISTING DOORWAY W/ _j En � C 2x4 @ 16" c/c W/ SIMPSON 0 I �' 2 - 2 x 8 SYP. w 112 PLYWOOD „ „ J a s Lo N ( ) A35 EA END. 3: W �. Q W m ov Z > Q O rn 0 F- cy rn O Do Q X ~ w > w Q E � is � r- �— � r-- —1� � Z x �- �- � O II \ Il {I / II W � z II 0p w II \ II II / II II I w CN II \II I __JI II ro c F- u W < N CN 14. 00 n �1 _ ,,� 00 II II II II II c) CN I W Q O � -Ncl) w EXr 2nd FL-9 FKFRAMINC, I I I I I I V E o J �---JL -----� n JO \ / �---- -----� II ='N >O0) / I I t! a. z 0 o;X CD �, __ / \ II �o ��� f- cn 1� 1 I / \ I I a cn X o B6 II I __JI \ B1 ----- Iol olII zo I II 2x12 LEDGER N ci) 2 - 2" x 8" SYP. w 112 PLYWOOD E-- II SHO INFILL EXIST WINDOWS W/ o B2 B I / --L-JL— 2x4 @ 16" c/c W/ SIMPSON o -- `t "A35" EA END. w z L B3 I o z � 0 0 cD m o cn O z U a� w Q I-- m m � mJ PREFAB 2-PLY GABLE TRUSS. SEE x o w Q SUGGESTED TRUSS PROFILE A/S-2 IVI w 1- m (f)> 0 Q B2 r K 0 z It 6. 0 I Q O z I _j --� kOP1--D © BEAM SCHEDULE Lij C) � 2x 0 R F �" x12 ROOF AFTE @ 4 .C. W ry Q w B4 I e IO A BEAM BEAM = MARK DESCRIPTION ATTACHMENT METHOD ATTACHMENT METHOD U W z Q U� Q W NEW EXISTING B1 HEADER (3) 2x12 w/ (2) 1/2 PLYWOOD POST: SIMPSON MTS12 WALL. SIMPSON MTS12 Ll- I ADDITION HOUSE I 82 STRUT (3) 2x6 w/ (2) 1/2" PLYWOOD N/A WALL: (1) SIMPSON MTS12 EA. END OF HEADER U B3 RIDGE (2) 2x12 POST: (2) SIMPSON "HTS20" TRUSS: SIMPSON "HUS212-2" z z LOW ROOF FRAMING PLAN B4 BEAM (3) 2x12 w/ (2) 1/2" PLYWOOD POST: (2) SIMPSON "MTS12" TRUSS: (2) SIMPSON "MTS12" W Q SCALE: 1 /4 = 1 '-0" B5 HEADER (2) 2x12 w/ (1) 1/2" PLYWOOD SEE DETAIL "C/ S-4" SEE DETAIL "C/ S-4" U) U 12 Q Q MATCH EXIST. LEGEND: ® P.T. 6x6 WOOD POST W "ABU66" POST BASE B6 HEADER (2) 2x8 w/ (1) 1/2" PLYWOOD SEE DETAIL "C/ S-4" SEE DETAIL "C/ S-4" Q SEE DETAIL "B/ S-1". B7 HEADER (2) 2x10 w/ (1) 1/2" PLYWOOD SEE DETAIL "C/ S-4" PERP. WALL: (1) SIMPSON "HTS20" „ z ® P.T. 4x4 WOOD POST W/ ABU44 POST BASE SEE DETAIL "B/ S-1". B8 HEADER (2) 2x10 w/ (1) 112" PLYWOOD ENDPOST: SIMPSON "HTS20" UPPER POST: (2) SIMPSON "HTS20" Q Q SIMPSON "HTT16" TENSION TIE SEE DETAIL "C/S-1". B9 G-P LAM 1["x91" (2) PLY ENDPOST: SIMPSON "HTS20" UPPER POST: (2) SIMPSON "HTS20" U 2'-0" * * * 2'-0" O OPENING MARK, SEE "DESIGN PRESSURES FOR OPENINGS" ( , I ON SHEET "S-3". B10 G-P LAM 1["x11]" (2) PLY ENDPOST: (2) SIMPSON "HTS20" UPPER POST: (2) SIMPSON "HTS20" W SEE PLAN FOR SUPPORT SPACING 0 SUGGESTED TRUSS PROFILE rT" NOT TO SCALE: S— NEW ROOF SHEATHING FIRST FLOOR FRAMING NOTES: 1. REFER TO GENERAL NOTES & DESIGN CRITERIA ON SHEET "S-1". EXISTING BEAM 2. REFER TO SHEET "S-2" FOR SUGGESTED ROOF TRUSS PROFILES AND NEW RAFTERS. TO APPROVED TRUSS SHOP DRAWINGS FOR EXACT DIMENSIONS. 3. ALL EXTERIOR 1ST. LEVEL WALLS ARE SHEAR WALLS, REFER TO 2x RAFTERS. 2x12 LEDGER SIMPSON "HGA10" GENERAL NOTES ON SHEET "S-1" FOR WALL SHEATHING & NAILING. 0 AT EACH RAFTER. 4. SEE DETAIL "C/ S-3" FOR TYPICAL NEW HEADER DETAIL. ~ ROOF SHEATHING. SIMPSON ISSU210" HANGER. EACH RAFTER TYP. :2x12 CONT. PLATE 5. ALL NEW MEMBERS: VERIFY EXISTING HEADER SIZES. DO NOT REPLACE w EXISTING HEADERS IF EXISTING HEADER MEETS OR EXCEEDS SIZE SHOWN ON PLAN. 6. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS & CONDITIONS DOUBLE 2X4 TOP PLATE. 12 OF EXISTING STRUCTURE & SITE THAT ARE AFFECTED BY NEW WORK. MATCH EXIST. 7. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS & REPORT 2x12 RAFTERS. ANY STRUCTURE & SITE DEVIATIONS & DISCREPANCIES IMMEDIATELY TO W THE ENGINEER. EXIST. ROOF SHEATHING. o 8 .CONTRACTOR TO SHORE ALL EXISTING FRAMING MEMBERS THAT 2X6 BLOCKING ARE AFFECTED BY THE ADDITION AS REQUIRED. SHORING SHALL BE w BETWEEN MAINTAINED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED. It (1 ) SIMPSON H8 1 /2 LAG BOLTS RAFTERS. roe No. 2 51 3 2 EACH RAFTER. @ 12" c/c STAGGERD EXISTING GARAGE DRAWN: N.J.G. TRUSS TOP CHORD DATE: 10/08/02 NEV OR EXISTING 2x� STUD WALL. LEDGER CONNECTION- NEWSCALE: AS NOTED RAFTERS TO � .� TYPICAL SECTION TO EXISTING WALL 3 EXISTING ROOF SECTION 3 t DRAWING NO. NOT TO SCALE: S— NOT TO SCALE: sj— NOT TO SCALE: S— � N 00 / \ N O 14- 1212 N / 1212 L" EACH SIDE AT END SUPPORTS \ 0 Ld PO o Lo / AND "1212 T" EACH SIDE AT INTERIOR \ J D � Op � o II / SUPPORTS - - - -- � J V) ILL. � � > II ° Q U Oo N Q L__ I f / ;� a N EXISTING ROOF FLAT RIocE I I I �\\ 5'-6}�" - - - -- / ~ w > w Q Li F- n I II I '��.�\\\ '-4" WOOD BEAM ° / Z Ld H z_ x r- Li- w n I I III 11 Imo, / W w ---- I O III I ��� �k4 \ / O Z Ld L= Nil _ � - � III Ij III Ir���r` O�T�O �4� \ / W N � � Z z III II III I II 11��� Q nl II III 1 F \ WOOD POST / �-- �Zl, B \� // O F- 0 III II III I _II- 3 O � .i U w iii ii Xiii i�-2X10 HEA lr� q� ON -� `t co � F ` ' � r O L co co F- > III I 1 NI 11 , I I T,44\\ RIM -� .� Q N N '� 111 11 Jill I I III ZZ F -.. - W C,4,4-(O 00 III II VIII 1 I IIICV II �� - - -- N� J Z I pl 11 III 1 III I II II \T1 C - Q Q "T RIDGE I DOUBLE 2X4 P PLATE ______ ___=_= _-=li_=- __ -__ �co� s ---- ------ ------------------ ---- U t!l .WNN LiJ w I - ------------- ------------- --------- --- a_ I I I I I I I I Z J J_�� 91 1 1 1 1 I I 1 1 z I I I I I I �/ JN >00 � O T- o I I I I I I I 1 1 ,� 0- 0�v (n I 1 - 1 I 1 V/ Z V)_j X x0 s I 1 1 I 1 M J Y Q I I I I I 1 COQ U FW-� _ I 1 1 1 I I � I I I I I I I � m � J Q I (D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NEW EXISTING EXISTING ROOF TO I I I I I I / ADDITION HOUSE BE REPLACED I I I f i I / I I 4 1 � '' EXISTIN ONTINUOUS FOOTING C° 5'-6}�" 5'-»" 5'-6y2" � / "SIMPSON" 'ABU46' HIGH ROOF FRAMING PLAN / w/ 2-1/2"- BOLTS & a / (12)-16d NAILS IN POST SCALE: 1 /8„ = 1 '-0" WALL FRAWNG DIAGRAM- . °a/ c. SCALE: 1/411 = 1'-0" Q CONVENTIONAL OVERFRAMING: o USE MIN. 2x6 MEMBERS w/ SIMPSON Q A35 FRAMING ANCHORS EACH END. rr tx z , y 8" MINIMUM f SIDECOVER Z \ 5/8"- THREADED ROD / O Uj DRILL 3/4"- HOLE, / CLEAN & FILL w/ EPDXY. / MIN. 6" EMBED .0000, / \ / V) < < Ll- p INDIVIDUAL SHEATHING o ATTACHED TO THREE Cn ch TRUSSES MIN. 0 z M Q 0 z U-1 8d NAILS @ 6" oc MAX. @ PANEL U Z w EDGES @ BLOCKING (TYP.) W W 8d NAILS @ 6" oc @ ry 0 II ALL PANEL EDGES = EXCEPT OF GABLE N 8d NAILS @ 4" oc MAX. U TRUSS (TYP.) 12- (GABLE END FRAMING ONLY) It LL] Z X w w ,� v ) W 8d NAILS @ 12 oc ON 2 TTA 1 DBL 2x TOP PLATE � j INTERIOR OF PANELS ATTACH w/ (2 Od D o (INTERMEDIATE) CENTERLINE RIDGE NAILS @ 8 c c P. DBL 2x U EXCEPT ON GABLE � HEADER SEE SCHED. FLAT 2x TOP PLATE 0 ZFLORDABULDNGCOD 2001 TRUSS (TYP.) � II I z Z 0 9 2x4 SPRUCE-PINE-FIR OR BETTER PLATE FLAT 2x PLATE U o BLOCKING (FLAT OF VERTICAL) RIPPED 2x NAILER J X DESIGN PRESSURES EOR OPENINGS FOR END TWO (2) TRUSS SPACES F"- I AT RIDGE @ 4'-0" oc MAX. (TYP.) RIPPED NAILER CUT 2x BLOCKING C� U Q � ( VERSION 1 .01 ) NOTES: CUT 2x BLOCKING p BUILDING DATA JOB INFORMATION II II O.S.B. OR PLYWOOD O w 1. ALL NAILS TO BE 2x4 CONT. WOOD O.S.B OR PLYWOOD COMMON NAILS MIN. ��N�� FRAMING z r Wind Velocity (mph) 120 Company Structures International 12" MAX. Q Importance Factor 1 .00 Prepared By MSK Q Exposure Category C Client Name Frank Decandis Internal Pressure Coefficient ; 0.18 Job Description Decandis ResidenceSHEATHINGU ROOF Mean Roof Height f 17 ROUND OPENING FRAMING DETAIL B J 9 ( t) J Building Width (ft) 34.58 NOT TO SCALE NOT TO SCALE S - Z Building Length (ft) 99.25 OW p Roof Slope (x: 12) 5 Job Number 25132 Q Z Cklw WALL OPENINGS V) 2 - "MSTA36" OVER CAP PLATE TOP & UNDER BASE PLATE BOT, TYPICAL. USE "HTT16" 2-"MSTA36"STRAP TIES BENT OVER BOTH 2x STUB WOOD HOLDDOWN TOP & BOTTOM ON SIDES OF OPENINGS SIDES OF HEADERS. STUDS 0 16" C/C ry OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE LARGER THAN 4'-0 WIDE. 2- 2x CONT. WOOD PLATE N MARK DESCRIPTION ZONE ELEV. ft WIDTH ft HEIGHT ft PRESSURE sf) PRESSURE sf IJ- z A Window 4 5 6 6 29.5 -32.3 O "SP2" STUD PLATE TIE EVERY B Window 4 5 2.5 6 31 .4 -34.1 OTHER STUD 0 ROOF AND - w "MSTA36" 0 SECOND FLOOR. TYPICAL. NOTE: FRAMING AROUND 0 o C EntryDoor 4 5 3 6.67 30.8 -33.5 V) L SEE PLAN 1 OPENINGS ABOVE w o C Sidel ite 4 5 0.83 6.67 31 .4 -34.1 2ND. FLOOR ARE Q D Gara e Door 5 4 1 12 7 27.8 -34.2 SIMILAR. � E Door 4 5 2.67 6.67 31 .0 -33.7 ROOFING OVER FELT ON BALLOON FRAME 7/6" OSB ROOF PANEL 2x BLOCKING TYP. F 2x BLOCKING TYP. Li F Round Window 4 5 2.5 2.5 32.2 -3 5.0 END WALL SHEATHING (TYP.) 0 PANEL JOINTS. 0 PANEL JOINTS. Li V) I� G Door 4 5 2.67 6.67 31 .0 -33.7 12" p w H Window 4 5 2.67 6.67 31 .0 -33.7 (MAX.) �- Z Q 0 Door 4 5 2.67 6.67 31 .0 -33.7 TYPICAL 2x WOOD STUDS 016"c/c. J Window 4 5 5.33 6.67 29.6 -32.3 CONT. GALV. METAL WALL OPENING V) FLASHING (TYP.) 2x WOOD STUDS 0 16" c/c. z K Door 4 5 2.67 6.67 31 .0 -33.7 \ 101 L Window 5 5 2.67 6.67 31 .0 -40.7 2x4 SPRUCE OR BETTER BLOCKING P.T. FASCIA & 2x CRIPPLES 2x P.T. CONT. WOOD PLATE W/ U) DRIP TYP. SEE SCHEDULE 1/2"- x 8"LONG ANCHOR BOLTS JOB No. 2S1 ,32 CENTERED BENEATH SHEATHING JOINT. c� D ATTACH BLOCKING w/ (3) 16d TOENAILED D 32� � x_"THICK WASHERS . c�c z OR (2) 16d ENDNAILED EACH END. PLYWOOD SHEATHING BOTH SIDESI Iry I A DRAWN: N.J.G. 2A Dormer Window 5 14 2.25 3.25 32.2 -43.1 NTOP OF FIN.FLOOR 2 PLY PRE-FAB TRUSS Cn 2B Window 5 14 2.25 3.25 32.2 -43.1 NOTE: DATE: 10/08/02 = ALL NAILS TO BE 2x6 STUDS � 16" c/c F- 2 C Window 5 14 ?.3 3 4.3 3 3 2.2 -4 3.1 "SP-1" STUD PLATE TIE 2-1/2"-BOLTS EA. 2x CONT.WOOD STUDS EACH COMMON NAILS MIN. EVERY OTHER STUD. SIDE OF WALL SIDE OF WALL OPENINGS O OPENINGS. SEE SCHEDULE SCALE: AS NOTED Width of Edge Strip (a) in feet = 3.458 GABLE END WALL SEJCTION. - ("2� TYPICAL HEADER DETAIL. rc DRAWING NO. NOT TO SCALE S NOT TO SCALE S-3 ca ���