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HomeMy WebLinkAboutWind Speed & ExposureCONTRACTOR: The Porch FactC7--TLC DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in high wind areas, 2010. 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VULT =150 MPH, VASD =116 MPH 3. Exposure Category, Paragraph 1609.4.3: C 4. Screen Roof Enclosure Table 2002.4 Foundation Design • New 12" a IF footing w/(1) #5 Cont 31" overlap at joints on 3" chairs and poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil bearing pressure of 1,500 pst • New 72" block wall. See Detail A-1/A-5 for size and specification. The foundations are based on a minimum soil bearing pressure of 1,500 psE • Per Sth Edition (2014) Florida Building Code, Residential Volume, Section 401.4.1 presumptive bearing pressures. Soil testing is not required. Specifications The following specifications are applicable to this project: 1. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 HL Air entraining +/-1%- ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 5. All Porch Factory Beam Sections are to be stitched with #14 screws, 6" from ends and 12" center to center. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 7. Screen material shall be 18/14 screen. unless approved by Suncoast Aluminum Engineering, LLC. 8. Door location shall be determined by contractor in the field. 9. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the pavers must be bonded to the concrete with an epoxy; thinset, or 3,000 PSI grout to ensure full positive contact with concrete. 10. All flashing and waterproofing shall be provided by the contractor. 11. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. Roof Type Roof Type: HALF MANSARD WIND SPEED AN-7 TOSURE HAVE BEEN DETERMT'. USING THE ADVANCED TECHNOLOGY C06NCIL'S WEBSITE AND GOOGLE EARTH. -11'-or T 7-9'--I tx2(TW) m �2X TYP)TYP) n� T� 4— r ��1�1111lir// M v 0 0% =Q:� o MY o:z N10 Co : 0 PROFE600Mf A\L 11 11'=0' CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE Con=OFMCOD I B can. emu Q ❑ U O W U Lu a LU t1 r LL Z t]C to in LULLI d Z z �z Z W W LLJ Z 2 Wu Ou Z 1- x= LJJ' t; Z V V N I- Ln z tm LU §g OLiZ Q In 5 Z CAUS MuI-"LL An iJJ U � H LU tL S J J VVV Q Q - v OC O�O_J G. C9rna1L DRAWN BY TP DATE DRAWN 07/26/17 REVISION SHEET NO: A-1 g W z u 0 0 LL 1 �' -'�5 U / / ALUMINUM MEMBERS DEVIEN , , \\\ k� HOLLOW SECTIONS Jc 2 2: 2" 2" 0.046" 1/8"x2"x2"EXTRUDED I 1 (1)1/2"DIA.THRUBOLTw/NYLOCK 32 ALLOY EA ANGLE 5052 H JAM NUT - IN LIEU OF NYL"OCK JAM NUT, _ r, '' •, " Y,\ �Y x x x 2 x 3: 2" x 3" x 0.050" SIDE I JAM NUTw/THREADLOCKER MAY BE USED .• \ y � d J 2x4: 2"x4"x0.050" TIGHTEN CONTACT -DO NOT ' BRICK PAVERS ® OVERTIGHTEN _ ` ; �': 2 X S: 2" x 5" x 0.050" = � N1Y J• O �N L ' OPEN BACK SECTIONS BONDED TO CONCRETE - 0. O 0 I x 2: 1" x 2" x 0.040" , co ` 1x3: 1"x3"x0.045" NC t,^J SNAP SECTIONS " • `' a •ANCHOR EMBED. ' ' 2114' MIN CONC a ' • 4 ,• ANCHOR EMBED.' a• / / / O \ \ , , • .' •2 O \\ \ 2 x 2 Snap: 2" x 2" x 0.045" a z "4 " • a `_ �/ Q ` \ 2x3Snap: 2"x3"x0.050" SLAB /FO 11SEEAN ' • ' m.< 2 x 4 Snap: 2" x 4" x 0.045" aM.IN # l = SIDE VIEW 21/2" x 1!8" x (GIRT OR PURLIN PROFS SIONALSEAL C SELF MATING (SMB)SIDE M WIDTH + 1/2" x BEAM DEPTH 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" OR UPRIGHT DEPTH -112") c, 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" ALUM BACKING PLATE 6063-T6 ALUMNINUM ❑ 2 x 6 SMB: 2" x 6" x 0.050" x 0.120'° 0 2 x 7 SMB: 2" x 7" x 0.057" x 0.120'> (1) 3l8"DIA. CONCRETE ac IL 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" SCREW ANCHORS UPRIGHT (21/4" CONC. EMBED) _ - _ W O = a 2 x 9 SMB: 2" x 9"-x 0.672" x 0.124" I I U ui c � 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" - m �- OWC m MINIMUM FASTENER EDGE DISTANCE: 1/2" 1" x 2" BASE PLATE l (4) #10 x 1112" SMS INTO SCREW BOSSES LL (D ,` z 0 Q W S MINIMUM FASTENER SPACING: 3/4" BRICK PAVERS ANCHORED TO CONC W/ 1/4" CONCRETE SCREWANCHOR 4 CHAIR RAIL MEMBER E w C. EMBED) 1EA SIDE W z , CONCRETE SCREW ANCHOR: 6MMAX H F POST Z w SIMPSON TITEN HD OR EQUIVALENT : , AND 24" O.C. MAX z i SHEET METAL SCREWS (SMS): 4; •4 W u O u Z TPW / BUILDEX OR EQUIVALENT a ": a UPRIGHT/BEAM I- _ W y LL LL PFB: PORCH FACTORY BEAM SLAB / FOOTING •` " x'• , • a: a c SEE PLAN a 6 C G c FRONT VIEW C PURLIN OR GIRT TO BEAM OR POST DETAIL Z B UPRIGHT TO CONCRETE W/PAVERS DETAIL SCALE: NTS A-2 ( j A-2 SCALE: NTS Q 0 � � !1? Q S - NOTE: THESE PLANS AND ALL PROPOSED tt, pilt LAW ti m 25 8 ' n 64 n � I SEE CALL -OUT BELOW FOR #OF SCREWS. q r 1. f'ilj!1�3���TTp�,�y��Q��TI���� g V Q N N a SCREWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DO NOT COUNT _ REQUIRED BY FIELD lTJ§PE-GT0RS TI-IK Z (� o��� o SCREWS ON DRAWING. 1MAY BE INFEC `S A RY IN ORDER TO v� W � u �' � s 2" x PURLINS ATTACHED TO 9 1 1/4" D.0 C'OMP i 41THALLAPPLCACLECO E. BEAM wlMIN (4) #10 x 1 1l2" SMS (16 TOTAL) F#14,9MS PLACE WASHER UNDER SCREW IN GUSSET CORNER ---- 2" x PURLIN WOOD: #10 x 3" WOOD SCREWS, 6" 3116" 5052-H32 GUSSET �� r f N U N q ' r' W FROM GIRT & @ 12 O.C. .°rram' � ~` � I-- r2SCREW 1/4" DIA. x 3" CONCRETE .,'' � / • J 2" x 3" EXTRUSION 0 LLLL U . . Q ANCHOR,6" FROM GIRT & @ 24" O.C. (4) #10 x 1 1/2" INTO - -- - 1 1/4" TYP 5/8" TYP '~ • • 2" x 2" x 1/8" x 4" LONG ALUM J Q ¢ �p SCREW BOSS / 5" W D_ CO 00 r 3„� V x 2" x 0.044" OPEN BACK ANGLE EACH SIDE UP UPRIGHT W/ FASTEN TO EAVE RAIL W/ (2) #12 x 3l4" SMS INTO PURLIN - F I 8" #10x11/2"SMS SPACED 3' (2)#12x3/4"SMSINTO2"x3" c`) O O y2g FROM UPRIGHT & @ 24" O.C. (2) #12 x 3/4" SMS INTO UPRIGHT -/ �" V- 5,. (2) #12 x 3/4" SMS INTO V x Z' DRAWN BY / B„ l TP 2"x2"OR2"XWHOLLOW NOTES:GUSSET DATE DRAWN SECTION GIRT 8�� 1. DIMENSIONS ARE MINIMUM (2) l READ -(1) EA SIDE OF BEAM -MAY BE 07/26/17 1" x 2 INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES, ADD OR ( REVISION SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/C SPACING. 1 Q © - 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE. SHEET NO: C-i 1X2 TO HOST STRUCTURE DETAIL E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM F SLOPED PURLIN CONNECTION DETAIL A-2 SCALE: NTS A-2 SCALE: NTS /� -2 SCALE: NTS A-2 I 3116" S.S. CABLE �� ►� 32 / 6" WIDE x 0.125"' BRACKET NOTE: 6" WIDE x 0.125"'W BRACKET @ EACH BEAM ATTACHED TO 1/8" x 6" x 1 1/4•' A-36 GALV. / STEEL CLIP W/ (2) 318" DIA • • • • • . / i EACH BEAM AT TO T FASCIA W/ 3/8" x 3" LAGS (3 (2) 3/8" DIA. x 4" LAG SCREWS FOR FASCIA W/ 318" x 3" LAGS (3 �� •. x 2 3!4" EMBEDMENT (L: •• 6 ,• PER BRACKET) AND (1) 318" x 3" SPANS GREATER THAN 30'-0" PER BRACKET) AND (1) 3/B"x 3" CONCRETE SCREW LAG @ 24" O.C. AT GUTTER LAG 24" O.C. AT GUTTER ANCHOR to \ 1"x 2' x 0.044" OPEN BACK S RE DIA. x 4" LAG SCREW INTO EXISTING (1) 3/8" DIA. x 4" LAG SCREW INTO _� BRICK PAVERS — O COMPRESSION Q r& : O _ W/ (2) #10 x 2 l/2" SMS THRU OVERHANG FRAMING 1" x Z' x 0.044•' OPEN BACK EXISTING OVERHANG FRAMING _ DBL ; cfl SLEEVES _ LL L N BEAM INTO SCREW BOSSES OR RAFTER TAIL W/ (2) #10 x 21/2" SMS THRU OR RAFTER TAIL BONDED TO a •• ` � . BEAM INTO SCREW BOSSES CONCRETE 'co �V (1) #10 x I m" SMS 6' .'O� FROM BEAM AND 24" O.C. (1) #10 x 11/2" SMS 6" FROM BEAM AND24"O.C. V't °• i . • •••.��\\\ a a as. ..�'•o ///�O• „ SLAB FOOTING PROFESSIONAL 5 SEAL • • SEE PLAN u MATING \ • • ELEMENT • • 3/16" S.S. CABLE • 2"x2"x1/8"x7'ALUM. 11/4"x55/8"x1/8" El• \ CONTRACTOR TO VERIFY 2" x 4" FASCIA - IF LESS RECEIVING CHANNEL W/ CONTRACTOR TO VERIFY ALUM FLAT BAR Ld THAN 2" x 4" FASCIA, 7'x 4" (4) #14 x 5/8" SMS 1-1/4" O.C. INTO BEAM 2" x 4" FASCIA - IF LESS 6063 T6 ALUMINUM O U Ld a 1/8"x2"x2"x2"ALUM • •• SUB FASCIA SHALL BE EACH SIDE THAN 2"x4'FASCIA, 2"x4 a= W C ANGLE W/ (4) #14x 3/4" 5"SUPER PLACED OVER, LENGTHEN SUB FASCIA SHALL BE CC e m u SMS EACH FLANGE GUTTER LAG SCREWS TO FULLY PLACED OVER, LENGTHEN •a SLAB/DEPTH W C7 w EACH SIDE OF BEAM PENETRATE SUB FASCIA. LAG SCREWS TO FULLY � � � MID DEPTH " O Q 0.062" BACKING PLATE ON INSIDE OF GUTTER IF OTHER FASCIA ADD 2"x 4" PT FASCIA w/ 1l2" LAG PENETRATE SUB FASCIA IF OTHER FASCIA, ADD 2" x ; • • • , •' �., „ • • m m W O w 4 i BOLTS -1 1!2" INTO TRUSS 4" PT FASCIA w/ 1/2•' LAG $ a > > W z z 21/8" x 1 1/8" x .062" (MIN.) TAILS -COUNTERSINK S' SUPER GUTTER BOLTS -1 1/2" INTO TRUSS TAILS - COUNTERSINK " a ' s - ° Z Z w w W z z ALUM RECEIVING CHANNEL FLUSH. WHEN INSTALLING 1/2" LAG SCREWS, FLUSH. WHEN INSTALLING L>. w O u W/ MIN. (2) #12 x 3/4"SMS PRE -DRILL w/ 3/8" DRILL TO 1/2" LAG SCREWS, Z F- W y� PREVENT SPLITTING. PRE -DRILL w/ 3/8" DRILL TO PREVENT SPLITTING. (2) 3/8" DIA. x 3" EMBED SLAB /FOOTING � CONCRETE SCREWANCHOR SEE PLAN C i � 1 G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL G-� GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL H-� CABLE CONNECTIONS AT FOUNDATION Z "s -3 SCALE: NTS A-3 SCALE: NTS A-3 SCALE: NTS I ,• I I I t$ S co 5 1� PUNS . I PR OPOSEM W4�m� c~ oC 8 W J 91 e91 n a W LL ry N N I Z -.. ME SUBJC-CT TO ANY COPAEC T IOWS � z ��,n z Wl F U _ aNN 1/B"x2"x2"EXTRUDED ANGLE 5052 H�2 ALLOY I (4)#14x3/4"SMS • • INTO DJ GUSSET PLATE PER ESERIES SELF MATING BEAM }t-QJlR`U BYFI�LD 194t n y T Iq r q` t�yTQ�tS a >7?r I IJJA�gf,1B`L`. Z Vr o3,n,� o¢ Z 0,„ o 8 IN MMER o CLh� in W ti U F � BRICK PAVERS I • • e COMl L }v i 1 H �`L �9 C Av,� WITH CODES. BONDED TO CONCRETE PURLIN MAX (9) #14 x 3/4 SMS a ® 6 . a•+' 0 1/8" PLATE ON 45" ANGLE " 21/4" MIN 6063-T6 ALUMINUM SLAB / FOOTING ` ° ' d ,d CONC a CONTRACTOR TO INSTALL r "� ✓ ` N LU SEE PLAN 4 ANCHOR 'z EMBEDMENT (2) #14 x 2" SMS THRU BRACE INTO BEAM THRU GUSSET W a :.a PLATE SIDE VIEW DETAIL #2 • — — — — — — LU Q U U • Q 2" x 2" DJ EYE BOLT FOR CABLE TENSION cn co (4) #14 x 3/4" SMS • m INTO DJ /I O co ccn (1) 3/8" DIA CONCRETE i O cM O SCREWANCHORS _I d 0 D- LL (21/4•' CONC. EMBED) 1 " x 2" BASE PLATE _ 1112 CONTRACTOR SHALL RUN ( DRAWN BY ANCHORED TO CONC W/ 1/4' 1/4"THRUBOLT TOATTACH PERIMETER FRAMING TP CONCRETE SCREWANCHOR_/ 4„ W/ NYLON WASHER & t I DATE DRAWN (MIN. 1 1/4" EMBED) MAX STAINLESS STEEL NUT W MAX EACH SIDE OF POST • I I AND 24" O.C. MAX • a • ' • 07/26/17 ' ea ' g REVISION 4 4 " 1 1!2" x 5" x 1/9' (4) #12 EA MEMBER - 1 - ' a 5052-H32 PLATE 4 ° b DETAIL #1 FRONT VIEW SHEET NO: DJ-1 H-3 ROOF BRACING CONNECTION DETAIL H-2 CABLE CONNECTION AT CORNER DOOR JAMB TO CONCRETE W/ PAVERS DETAIL A-3SCALE: Nrs A_3SCALE:Nrs A-3 � SCALE: NTS A-3 c 2"x2"1/8"x2"LONG I I 5052 H-32 ALLOY ALUM Z.x 2" x 1/4" x 6" LONG ALUM ANGLE W/ (2) #12 x 1 12" I I ANGLE 5052 H-32 ALLOY 6063 T6 ALUMINUM SMS INTO POST 8 W/ (3) 3/8" DIA CONCRETE SCREW A. 1 1/2" x 16" x 0.125"ALUM (1) 3/8" DIA. x 2 3/4" ANCHORS CONCRETE STRAP W/ (5) #14 x 314' 2' SMB� CONCRETE EMBEDMENT • EMBEDMENT SIMPSON SET OR IN BOTH SCREW ANCHOR EQUIVALENT & (2) 3/8" DIA. THRU BOITS CARRIER BEAM & POST EA. SIDE 2" x 2" 1/8" x 2" LONG 5052 H32 • • ALLOY ALUM ANGLE W/ (2) #12 x 1 112" SMS INTO POST & AT CORNER POST I I I I (1) 3/8" DIA. x 2 3/4" CONCRETE II II EMBEDMENTSCREWANCHOR 6063-T6ALUMINUM • • • 1D6" x 6" x 0.25" — — ALUM POST l LE "o- im `7"x2"O.B. --- — — -- 2"x2"x114"x6"LONG ALUM ANGLE 5052 H32 ALLOY W/ (3) 318" DIA. CONCRETE 2" x 2" 1/B" x 2" LONG SCREW ANCHORS MIN.6" — — 5052 H32 ALLOY ALUM CONCRETE EMBEDMENT ANGLE W/ (2) #12 x 1 12" SIMPSON SET OR EQUIVALENT • • SMS INTO POST & (1) 3/8" & (2) 3/8" DUL THRU BOITS DIA. x 2 3/4" CONCRETE II II EMBEDMENTSCREW I I I I ANCHOR — — — — — — 1"x 2" O.B. ATTACHED " x 2 • • • • 1"x 2" Iv EACH SIDE OF POST W/#12x112"SMS — — — — — — — — 6" FROM BOTTOM 6063-T6 ALUMINUM AT CENTER POST �1"xZ'O.B. AND 24" O.C. 6" x 6" x 0.188" ALUM POST B-� .S CARRIER BEAM CONNECTION 6" x 6" POST TO CONCRETE CONNECTION DETAIL A-4 SCALE: NTS SCALE: NTS A-4 1" x 2" O.B. ATTACH TO UPRIGHT WITH (2) #10 x 212" SMS THRU UPRIGHT INTO SCREW BOSSES PLUS #10 x 1 1/2" SMS 6" FROM EACH SIDE OF UPRIGHT AND TYPICAL AT 24" O.C. MAX 6063-T6 ALUMINUM 6"x8"x0.188" ALUM POST THEM- P 1.,49 ND ALI. PA01130S?0 WON( ARE To ANY CORRECTIONS REQUIlRED BY FIELD 114SPECTORS TIX VIM L NEECESSARY IN O{LR TO ANGLE EACH SIDE OF UPRIGHT 1 1.1��� p � �n �1 �n,,� 2" x 2' x 1/8' x ROOF BEAM C�.1io'll�� Sw�i 1 ii rz� ��PIgLlLf�• EVE CMES. DEPTH W/(8)#14x3K' EACH LEG EACH SIDE 2" x 2" x 1/8" ANGLE EACH SIDE OF BEAM W/ (4) #14 x 5/8" SMS & W/ 0.062 INTERNAL BACKING PLATE i i i • • 2"xSMB CARRYBEAM • • o ® i •• I 2"xSMB NOTCH UPRIGHT AROUND 6063 T6 ALUMINUM CARRY BEAM CARRIER BEAM 6" x B" x 0.188" MANSARD ROOF ALUM POST BEAM I 1"x 2" FASTEN TO CARRIER BEAM W/ #10 x 1 12" SPACED ril 6" FROM END AND @ 24" O.C. 1"x2" 0.6. 1 ROOF BEAM TO CARRIER BEAM CONNECTION DETAIL A-4 SCALE: NTS D-1 ROOF BEAM TO UPRIGHT CONNECTION A SCALE:NTS (opy I I I PLAN VIEW 6063-T6 ALUMINUM 1 12" x 12" x 0.125" ALUM STRAP W/ (5) #14 x 3/4" IN BOTH 2" x 8" SMB CARRIER BEAM & POST EA. SIDE 6063 T6 ALUMINUM WxWx0.26' ALUM POST I FRONT EAVE BEAM I 111!It6 .. kt 0- Q:W BYO - o=. 0 MhN ram; O' • •Z �� 11111111 PROFESSIONAL SEAL 1"x 2" O.B. ATTACH TO UPRIGHT WITH (2) #10 x 212" SMS THRU UPRIGHT INTO SCREW BOSSES PLUS #10 x 1 12" SMS 6" FROM EACH SIDE OF UPRIGHT AND TYPICAL AT 24" O.C. MAX S-i CARRIER BEAM CONNECTION AT CORNER A-4 SCALE: NTS 6063-T6 ALUMINUM 6"x6"x0.25 ALUM POST 2" x 2" x 1/8" x ROOF BEAM DEPTH ALUM ANGLE EACH SIDE OF UPRIGHT W/ (8) #14 x 3/4" EACH LEG EACH SIDE 2" x CARRYE NOTCH UPRIGHT AROUND CARRIER BEAM 1 " x 2" FASTEN TO CARRIER BEAM W/ #10 x 1 117' SPACED 6" FROM END AND @ 24" O.C. �— JI 2" x 2" x 1/8" x EAVE BEAM DEPTH INTERNAL ALUM PLAN RECEIVING CHANNEL W/ (4) #14 x 3/4" VIEW EACH FLANGE • • �II s � I SIDE __il EAVE • BEAM • • -- 2" x 2" x 1/8" x ROOF BEAM DEPTH ALUM ANGLE EACH SIDE OF UPRIGHT W/ (8) #14 x 3/4" EACH LEG EACH SIDE 6063-T6 ALUMINUM 6"xWx0.26' ALUM POST r-2 BEAM TO UPRIGHT CONNECTION AT CORNER A A SCALE: NTS C C ❑ fOt Ld t O LLi ti W I� V- tl Q t7 Z ° ° O �� �m s IY W am O �zzW ° Z WN Z Z LLJ _ s W t; 1 LL c t C G � t Z .a U B � J I � i c� a Z�Qga°�� ; tt; R tm2525 a W m -y q� p LLC-4m u; z OLu Z ��m U �aNN u i z I Z�= c i Z�� o tN W I-" LL to Lu LL Q 00 M J Q m (n co ~ CC d ce) Occ+)O� C9 M Q. Lt_ DRAWN BY TP DATE DRAWN 07/26/17 REVISION La _ SHEEP NO: A-4 i A 3SZL- e&L- Do 3Z - 9 34" BRk&j�r_L.LFr Lot 27 of Briarcliff At P.G.A. VilIGge as recorded in Plat Book 43, Page 28 ' of the Public Records of St. Lucie County, Florida. P.C. — POINT OF CURVATURE P9• — PAGE TYP. — TYPICAL (A) — ACTUAL SO. FT. — SQUARE FEET P.R.C. — POINT OF REVERSE CURVATURE N.R. — NON —RADIAL U.E. — UTILITY EASEMENT CONC. — CONCRETE W.M. — WATER METER P.C.C. — POINT OF COMPOUND CURVATURE RAID. — RADIAL D.E. — DRAINAGE EASEMENT C.L.F. — CHAIN LINK FENCE F.H. — FIRE HYDRANT P.T. — POINT OF TANGENCY R. — RADIUS D/U — DRAINAGE AND UTILITY EASEMENT W.F. — WOOD FENCE N do D — NAIL AND DISC P.I. — POINT OF INTERSECTION L — ARC LENGTH F.F. — FINISHED FLOOR C & G — CURB do GUTTER B.M. -- BENCH MARK P.C.P. — PERMANENT CONTROL POINT A — DELTA BSL — BUILDING SETBACK LINE CATV — CABLE TELEVISION RISER PVMT. — PAVEMENT P.O.L. — POINT ON LINE R.P. RADIUS POINT C.B.S. — CONCRETE BLOCK STRUCTURE T — TELEPHONE RISER F.B. — FIELD BOOK P.R.M. — PERMANENT REFERENCE MONUMENT R/W — RIGHT—OF-WAY — PLAT TRANS — TRANSFORMER PAD M.H. — MANHOLE C.B. — CHORD BEARING CA — CENTER LINE M �P� — MEASURED L.P. - LIGHT POLE FND — FOUND C.M. — CONCRETE MONUMENT EL -- ELEVATION C -: CALCULATED P.P. -- POWER POLE REC — RECOVERED P.B. — PLAT BOOK A/C — AIR CONDITIONER (E) — ENGINEERING PLAN NG — NATURAL GROUND UNPLATTED LOT 26 BRIARCLIFF PLAT BOOK 43 PG. 28 a BUILDING SETBACKS: FRONT- 20' (SIDE LOAD GARAGE) �T;1525' (FRONT LOAD GARAGE) .� REAR- 3' (WITH PATIO/POOL DECK/ SCREEN) SIDE- 6' MODEL• "BELMONT- LOT GRADING TYPE "TYPICAL" MIN. SETBACK REG. FRONT ova SIDES (DI CNR SI REAR I! '?aZ V ZNG. TECH. 5' CONCRETE SIDEWALK " C P.I. w r 8 Z �O BLACK CORNER P.R.M. UNPLATTED !'�8'05' E q JPAMOW_ �, @.9', ns LOT 27 0 SINCE PROPOSED FOSEDF..F. ® 2&5 !' LOT 2B BRIARCLIFF PLAT BOOK 43 P%Rgr PROPOSED PROPOSED CONCRETE DRIVEWAY L=30.3X �,4. ( P) R-IiMoo L-31.3r ...— m CAL P.C. (P) N 47)3'DD• }y 33.10' P.C.P. aJai VA 41L P,, FL, M 4 C e i SuIm NOT Notes: 1. 'VAID tA1i f= THE SKIHAIM AND THE ORKIINAL RAISED SEAL OR A RADDA LLCEJNSEO S11RVL M AND MAPPW CERTM TO: Z GEAIRINOS SHOMH HERRSIXI *ARE BASED ON TIE WORTH UNE OF BRIARMJFF AT P.O.A VIUJ E AS REGORGED 1 i PLAT BOOK 43. PAGE 28 KOCRR HOMES OF TIM PISM F61101 S OF 97: LLHCE OMN. FLCRIDA AS BOLNO S 872OW E MM THE PU1T THEREOF). 3. IM "LESAL DCMWW HEREON WAS PREPARED BY 1HE BtIRmm Pat Im CLmft RmCUm. ' AABS7 Wr OR GPNM OF MILE NO M5'ilRVATHOUT �liNDM OF RW011ECORD REFIFCINO EASEMNEINM RKNIS—OF—WAY. OWERSW VIERE FUFONM TO 7HRR SURVEYOR EIWI AS NO1LD. IL ELEVATIONS BASED DENCHMAME� m PROVIDED BY BIN�IER AS SET BY 0TN8M Plam m NL NO LRDERGRMMU . 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