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HomeMy WebLinkAboutSite Sketch❑E 0 0 ❑D IS 01 REVISIONS: EXISTING - WOOD FENCE EXIST. CONCRETE SIDEWALK PROPERTY ❑D LINE SCREEN ENCLOSURE - OVER EXIST. POOL DECK I EXISTING - SLAB PROPERTY LINE EXISTING POOL DECK ❑D 6'-8"x3'-O" SCREEN DOOR i` � — _ EXIST. Y2" STE 3 Wx6l 38,-0" O O o O O B r5'-101/4' © © ..., © B❑ 6'-4v4" 6'-7Y2„ 6,-77/8„ 6'-77/8„ 5'-11„ O 1 O �a a a o © a 10 f ©` O EPIOOLG O O i in q ___ �` © ❑B © ❑B % % .:... / G o 10 ,, — __,_ G % O UD W/o AHU STACK I' 1 . {j I us LA WH4 ti Q EXISTING POOL DECK 0 6'-8"x3'-0" SCREEN DOOR e / 5'-10y4„ 5" SUPER GUTTTER, CONNECT TO EXIST. ROOF SUB -FASCIA ` Q H_ 95Wx'79H h� SINY :........................... 77Y4Wx61 H / EXISTING HOST STRUCTURE- / / J T.O. EXISTING SLAB x. 'LIVING ROOM BEDROOM 2 1 � � E ._.... .. _.. \ 4 \ i 46Wx61 H 4 77614Wx61 H 3 _.....___.....__....._..___._ ......._..._.......; l / / I 6'-1" LINE OF EXISTING — — -- — — — — — — — — — SCREEN DOOR _ ROOF OVERHANG AREA OF SCREEN ENCLOSURE AT ABOVE ENTRY NO 9 -276„ CHAIR RAIL - EXISTING CONCRETE DRIVE I� aIf GROUND FLOOR AND ROOF LAYOUT PLAN 0 SCALE: Y4 = l'-0 NORTH , GARAGE GENERAL NOTES: STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FBC 2010, PER AAF MANUAL, A GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS. AUTHORIZED USER #40977, DANIEL A. VALLEE, 256 BIMINI DRIVE, FORT PIERCE, FL 34949. THE FOLLOWING DESIGN CRITERIA APPLIES: WIND LOADS ON SCREEN ENCLOSURES: ULTIMATE DESIGN WIND SPEED = 148 MPH NOMINAL DESIGN WIND SPEED = 115 MPH WIND DIRECTIONALITY FACTOR = 0.85 BUILDING RISK CATEGORY = I WIND EXPOSURE = CATEGORY C ENCLOSURE CLASSIFICATION = N/A INTERNAL PRESSURE COEFFICIENTS = N/A ALLOWABLE STRESS DESIGN: HORIZONTAL WINWARD 22 PSF HORIZONTAL LEEWARD 18 PSF VERTICAL SCREEN 6 PSF VERTICAL SOLID 18 PSF THE DESIGN OF THIS STRUCTURE IS BASED ON LIMITED FIELD OBSERVATIONS OF EXISTING CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS OF EXISTING STRUCTURE, SITE AND UTILITIES THAT ARE AFFECTED BY NEW WORK. CONTRACTOR VERIFICATION SHALL INCLUDE, BUT NOT BE LIMITED TO, MEMBER SIZES, ELEVATIONS, CONNECTIONS, MATERIALS AND DETAILS. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER OF ANY DISCREPANCIES OR CONFLICTS, PRIOR TO PROCEEDING WITH FABRICATION OR CONSTRUCTION. ALUMINUM EXTRUSIONS SHALL BE 6005-T5 OR 6061-T6 ALUMINUM ALLOY AND TEMPER, UNLESS OTHERWISE NOTED. DIMENSION LUMBER SHALL BE NO. 2 SOUTHERN YELLOW PINE, PRESSURE TREATED IN ACCORDANCE WITH AWPA RECOMMENDATIONS FOR CATEGORY OF USE AND SERVICE CONDITIONS. WOOD ANCHOR BOLTS SHALL BE ASTM A-307; LAG SCREWS AND WOOD SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-1981; AND COMMON WIRE NAILS & SPIKES SHALL CONFORM TO ASTM F1667 TAPCON TYPE SCREW ANCHORS (1Y4" DIA. OR LESS) SHALL BE ITW BUILDEX "TAPCOIl OR POWERS 'TAPPER". MECHANICAL HEAVY-DUTY SCREW TYPE ANCHORS (3/8" DIA. OR GREATER) SHALL BE RED HEAD LDT (LARGE DIAMETER TAPCON), POWERS WEDGE -BOLT, OR SIMPSON TITEN HD. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS INCLUDING SPECIFIC DRILL BIT TYPE AND DIAMETER. ANCHORS SHALL BE STAINLESS STEEL SET IN SE4ALANT. EAVE RAIL K-BRACIN( ALUMINUM COLUMNS CHAIR RAIL WEST ELEVATION EAVE RAIL F K-BRACINI > ; ALUMINUM Lg= COLUMNS ly\�I�:L•1I� 52 Ill 07" E 65,001 tK� IlM EXISTING WOOD FENCE EXISTING WOOD[ FENCE f 05 20' r> ;ar setback --,.m__..._...�.--_ _.._ _________ at I ax 1xiettho pool $ .fin ' deck not shown " , I--------- d [ I I 0 f , IND , Isi' 1 9.i 1 UP ^``A w,�y4afi ILA VI 6iu:F y�y�,l 1 +A/ r W40i oQR;3.rCtC i K-BRACING � ALUMINUM > I COLUMNS 6 = 2 CHAIR RAIL SOUTH ELEVATION DOOR SCREEN ENCLOSURE ELEVATIONS SCALE: }8"= 1'-0" MEMBER LEGEND MARK SECTION FUNCTION ❑A 2x10xO.092xO.374 SMB MANSARD BEAM ❑B 2x5xO.O5OXO.05O HOLLOW PURLIN © 3x3xO.090 HOLLOW DIAGONAL K-BRACE ❑D 2x6XO.O5OXO.12O SMB POST / COLUMN ❑E 2x2xO.046xO.046 HOLLOW POST / COLUMN (CORNER) ❑F 3x3xO.90 HOLLOW 2x4xO.050 HOLLOW POST / COLUMN © CHAIR RAIL (60 iiw - 2a povoml �L!2r'iook 2 KFt, P[orce15 of , L X(e County, Figrida �levatioila � N�V'G t9^�9 FEMA Flood 2ono "All" U1- f 022 I 9t 1 5urvoy & Flood data from "Mai Of 5uwvay" by FnglnQerb Surveyors, terry MoDrvlti PLO #4 7 - ,lob #91-43 DAW 2/7/90 NOV 0 3 2017 Permitting Department St. Lucie County, FL W I.b Li W I.L 0 J a. co O LL 0 Lij U c� LU LL Nc ri O � W� Q C Q Of Z O a V H z Z � W c Of Z N CD LLI ��W li V/ 0 �yJI o F 0. v=i a0FASTENERSORAITA;., 01,iNlS CONTR.ACTOS OF 1ECOR0 ESE PLANS AND ALL PROPOSED WORK E SUBJECT TO ANY CORRECTIONS QUIRED BY FIELD INSPECTORS THAT X BE NECESSARY IN ORDER TO IMPLY WITH ALL APPLICABLE CODES. 0v -ol'GI ST li F CnL�71 ETZI n "C nn�lcln v BE F 'EDFORC LIANCE U IE 'E^u BY D' E PL S EMIT. NT 1> BE XcPT ON'JOB �D PER 0 .O \SPECTIONT WILL BE NLADE. DRAWN: RHE CHECKED: RSR DATE: 11-02-17 SHEET NO.: 11 S 0 II] 0 Im 0 0 t —EXISTING WOOD FENCE EXIST. CONCRETE SIDEWALK �I 3 0 0 �w Va 0 w0 SCREEN ENCLOSURE OVER EXIST. POOL DECK EXISTING — POOL DECK 0 6'-8"x3'-0" — SCREEN DOOR _ _._.....__ EXIST. }f2" :a BE[ WH O G o O O ..................... ......... ...._....,.......................... ..._....._.. _._.................... _._............................... .................. __._........_..... ............................_..r... ........... .... .............._.......... ........................ _... _ ...... 5'-10Y4i' 6'_4Y4„ 6'-7Y2 6'-77/8 6'-77�8 5'-10/4° \lql�El❑B © © 0 ❑B If ...___ . i EXISTING POOL r '© a a a o GARAGE EXISTING HOST STRUCTURE O. EXISTING SLAB TT.,-0„ f, Y 'N'i}F"Yx61f3 ^i��� Ivl F❑ �F .. . ......................... ........... .................... .... ............. . L.......?, \ 6'-8 SCREEN DOOR' a 0 I EXISTING POOL DECK r'"` EXIST. ENTRY — NO r , CHAIR RAIL 0,_27 EXISTING CONCRETE DRIVE GROUND FLOOR AND ROOF LAYOUT PLAN f-' SCALE: Yq"= 1'-0" NORTH .....a, ,.._._..................... .........._........._._ GENERAL NOTES: STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FBC 2010, PER AAF MANUAL, A GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS. AUTHORIZED USER #40977, DANIEL A. VALLEE, 256 BIMINI DRIVE, FORT PIERCE, FL 34949. THE FOLLOWING DESIGN CRITERIA APPLIES: EXISTING I WIND LOADS ON SCREEN ENCLOSURES: WOOD I ULTIMATE DESIGN WIND SPEED = 148 MPH FENCE EXISTING NOMINAL DESIGN WIND SPEED = 115 MPH WIND DIRECTIONALITY FACTOR = 0.85 WOOD BUILDING RISK CATEGORY = I FENCE WIND EXPOSURE = CATEGORY C 20' roar oatbtck ! ENCLOSURE CLASSIFICATION = N/A INTERNAL PRESSURE COEFFICIENTS = N/A ALLOWABLE STRESS DESIGN: HORIZONTAL WINWARD 22 PSF V HORIZONTAL LEEWARD 18 PSF 46 VERTICAL SCREEN 6 PSF 1 \/4e atiho Dot & I VERTICAL SOLID 18 PSF I Gk mot ghowil I.0 THE DESIGN OF THIS STRUCTURE IS BASED ON LIMITED FIELD OBSERVATIONS OF i EXISTING CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS OF EXISTING STRUCTURE, SITE AND UTILITIES THAT ARE jj I 10 10 AFFECTED BY NEW WORK. CONTRACTOR VERIFICATION SHALL INCLUDE, BUT NOT BE 1 LIMITED TO, MEMBER SIZES, ELEVATIONS, CONNECTIONS, MATERIALS AND DETAILS. 11 CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER OF ANY DISCREPANCIES OR CONFLICTS, PRIOR TO PROCEEDING WITH FABRICATION OR CONSTRUCTION. t � ALUMINUM EXTRUSIONS SHALL BE 6005—T5 OR 6061—T6 ALUMINUM ALLOY AND i TEMPER, UNLESS OTHERWISE NOTED. f �' DIMENSON LUMBER SHALL BE NO. 2 SOUTHERN YELLOW PINE, PRESSURE TREATED IN ACCORDANCE WITH AWPA RECOMMENDATIONS FOR CATEGORY OF USE AND I ° SERVICE CONDITIONS. , °f WOOD NCHOR BOLTS SHALL BE ASTM A-307; LAG SCREWS AND WOOD SCREWS / SHALL �ONFORM TO ANSI/ASME STANDARD B18.2.1-1981; AND COMMON WIRE NAILS SPIKES SHALL CONFORM TO ASTM F1667Eli j TAPCON TYPE SCREW ANCHORS (1Yq" DIA. OR LESS) SHALL BE ITW BUILDEX uj ti »�. FFf �Lu "TAPCON", OR POWERS "TAPPER". MECHANICAL HEAVY—DUTY SCREW TYPE ANCHORS (3/8" DIA. OR GREATER) SHALL BE RED HEAD LDT (LARGE DIAMETER TAPCON), F `� POWERS WEDGE —BOLT, OR SIMPSON TITEN HD. INSTALLATION SHALL BE IN i i`c,ar�r~I i ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS INCLUDING SPECIFIC , a DRILL BIT TYPE AND DIAMETER. ANCHORS SHALL BE STAINLESS STEEL SET IN ry SE4ALANT. i c5 n�si LENGTH OF ENCLOSURE I EAVE RAIL K—BRACING i OR 7.6 I' .. w --- ., A..--- ---- Como. Watk ALUMINUM CHAIR RAIL WEST ELEVATION 1�1' dhtve `. COLUMNS BEAM SPAN (LESS POST DEPTHS) dx(ot(ITo srir(C EAVE RAIL K—BRACING g @ ALUMINUM > COLUMNS Lod 6 N p SCREEN NORTH ELEVATION CHAIR RAIL DOOR R , , EAVE RAIL IK—BRACINI > ALUMINUM COLUMNS CHAIR RAII SOUTH ELEVATION J V 1I I LN DOOR SCREEN ENCLOSURE ELEVATIONS SCALE: Y8"= 1'-0" MEMBER LEGEND MARK SECTION FUNCTION QA 2x1CxO.D92x0.374 SMB MANSARD BEAM © 2x5x0.050x0.050 HOLLOW PURLIN © 3x3XO.O9O HOLLOW DIAGONAL K—BRACE 0 2x&0.0500.120 SMB POST / COLUMN QE 2x2XO.O46XO.O46 HOLLOW POST / COLUMN (CORNER) ❑F 3x3x0.90 HOLLOW POST / COLUMN © 2X4XO.O5O HOLLOW CHAIR RAIL No 1490 i f r �wrow-x w ..a '.FwwrtYr!{.I— a.uM.Y 10 ,r.., .. blockLot 25, W `off daof 5t. LuoleCouhty,5 r:' FEMA F:. r� r � , � 0s # �' s :m.:. "Quillom-ye oy : * -�mojhooro i REVIJIUIVJ: BUILDING DEPT. COMMENTS 11-30-17 uj r. tI Ld� WM W 0�/ I.L � Q cif O LL O U G W I L_ O 0 � LL 0 z O 0 ILL < V < z Z Z) W o ry Z N U' W W V/ 0 0 uj oII W a v=i DRAWN: RHE CHECKED: RSR DATE: 11-02-17 SHEET NO.: ' ['`'t; rt