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HomeMy WebLinkAboutPlot Plan Survey-19 I N N (/ L E I S U R V E' Y I N G LEGEND: AC ,AIR COMMMME ► AL •ARCLMM (9 -0ILMATED DE -0RVNAGEEASaw M 4WASM P.UR-PVEUCIAILITYE4S6W R -RpMS �/1,�� R `ni11\!IW VE VI ye4spe„ AERIAL PHOTOGRAPH (NOT T05CAIEJ 12188 RIVERBEND LANE, PORT ST. LUCIE, FL. 34984 WN -WAIIERYMER FF 4 MSM FWW au-OPrTCW.Rtzmww T HEV. WAMN # -A/yS�P�H�AL�T�. �- LN���INI�GIry�� -PArdYQV1,1� 4vm -1CNTpmE 4ML pd -WATM VALVE -mm-CALMURE -0ATCNBASN -RREHYpRW Ma •P��C�V�E�y�, �/1Y11111 u i f, -TOPOmAPf1 a5VA710N SURVEYOR NOTES -I;PI, VAY EMSHROUC-H UTiUTY EA; EVENT ALONG OS[��J(U�FF�ERN BOUNDARY LINE AS Vvoylk SETT 601RON `OP -ROD AND CAI • PINNACLE LE Li 8" \, ,_POINT CE CURVATURE �rR, KmertwWnct.U97Wgt1EENAVIOEEYTHf$OFFICENWmOINERIMENOLED. pIFTHI8WRVEPHABBEi1FRWNEDFORTNEPURPOSESOFAMORTOAOETRANGAC''08SMM ISLNMWMTOTHEMMUME YTAT1ONOFTIREDNfi1Cl$M.NoRITIdiPCOMI MWRONSHALL BEBA69LUPadTHISSIStYEYYBMOlRFlR9T08fAW9RlAPPNOVALANGro[tUPWTFB ROM NMU SURVEYING, LLC. NTXOEN SURVEYNNG, LLC ANUM NOIPON98 MY FOR EARMRISNATM� FROM FAIWRETO ADHERE TOTM CLIUSE � S}IOWRI AREIUuMTNiOFTFiF.EtGf7akpOSRMMLy.FMMTgSSNOMARETGOB�RALCE MMOFFT�ICE.TF�OFFR�WSLWBET?E8PON61UFORDAMAMSFOA.TBrOORYONTNERMMrALRBAIOMPTOTREMONWMM SY:NTATOGMIAYHAVEBENEXADC#MTEDTOMOREDEWYBLU6IRATEWARMIMATt0OMS-DUENI NSSHALLHAVEPRECEBICEOVERMLLIMMMI)a WPROVBMMHAVENOTBEENLOCATEDFR VASSPiCU1CALLYBHOYM. w vurt���,�,�n„axnnmw¢nnrJurAsur�OAND1Ot&TORECOAfl B�ADRMATKkI UMSFSSB�IfALLYNOT®OT}�DYISE I COANN7L49HOWNAB'SEPAREHIM' B10W RO091DFNIIF®WRH APLASOCCAPM4AIdSw LS (LICENSID NBRVcYbfs) I I R�R®YCFRTIFYTHATTIiS90RVEY MEE180RU(C�9 THE BTAIiDAR09 OF PRACRt�9ETFDELiH BYTHERONi10VLBOlIROOFPROfESBIONAL BURVEYOR3 ANDMAP�S PEtgNPLER r,F1T, RORi44ANM1IP@$tRATVECOOE, PURSUANFTD&CRON 47207T, FLORIOA STATUfFB. LEGAL DESCRIPTION:..•... " LOT 20, BAY ST. LUCIE, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 25, CERTIFIED T0: PAGE 38, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. TOGETHER WITH A 111E $EIIIAPPFJ1F11NQQN 71i19 UO NON-EXCLUSIVE ACCESS, INGRESS AND EGRESS EASEMENT OVER AND ABOVE BOTH THE KEVIN M. DONOVAN AND LESLIE A DONOVAN �a ; WA8AtTTH� =5Y WESTERLY EASEMENT PARCEL, MORE PARTICULARLY DESCRIBED IN EXHIBITA, CRYD.E "O. IVIL N RECORDED IN OFFICIAL RECORDS BOOK 1172, PAGE 29M AND THE EASTERLY FLOOD ZONE: RIGHT OF -WAY EASEMENT PARCEL, MORE PARTICULARLY DESCRIBED IN EXHIBIT B, 12111CO402K _ "RSM 2883" RECORDED IN OFFICIAL RECORDS BOOK 1172, PAGE 2989. ZONE: X500 EFF: 02/19/2020 ONN O' . -- `... ...._........ .,., r w 0 CONTRACTOR: JSJ DOORS & WINDOWS DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADM 1 Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VvLT = 150 MPH, VAsD M -116 PH 3. Exposure Category, Section 1609.4.3: D 4. Screen Enclosure Section 2002.4 Foundation Design New Type II 4" Monolithic Concrete Slab - 12" x 12" w/(2) #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 psf. 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 iii. 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 batching 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. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 5. 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. 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 Florida Aluminum Engineering, Inc. 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: MANSARD WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. N I CV L s'-o' ----] 0 I M 4 I M I N RECEIVED JUL 10 2020 CT I nria rnnnty_ Permitting 6•_3 j" _i,_ 7'-3" 7'-3" 6'-31" —j'— 6'-3t" —4-- 6'-31" —4'-- 6'-3 j" -- a1 46'-0" 2XSSMB CARRIER BEAM I I I I I I I I 1qt3/svt _ r A UJ U W J W a Z m W Z ID J � � Z Q Z O a LLJ N N N Q w WLJ- J O O GC F- a vi Lu UJ Z W g 0 � Z U 1 ; J C)Z0�� � O 0 -j d 0r CLLL. TP DATE DRAWN 06/18/20 REVISION SHEET NO: A-1 0 1Z ALUMINUM MEMBERS DME, NSIONS ���1��� 04 \\0 HOLLOW SECTIONS ♦\`\'�� ' • • v�� //// 2x2: 2"x2"x0.046" 1l8" x 2" x 2" EXTRUDED ♦ •• �/ .• �/ 2 x 3: 2" x 3" x 0.050" ANGLE 5052 H-32 ALLOY EA SIDE . I,�� 2x4: 2"x4"x0.050" M ce)• Q7 • !(j LL2 x 5: 2" x 5" x 0.050" eZOOPEN BACK SECTIONS UPRIGHT1 u 'o O: x 2: 1" x 2" x 0.040" d) Z 1x3: 1"x3"x0.045" z u) Q ; W 1" x 2" O.B. BASE PLATE - TYP �/ L, • •. . SNAP SECTIONS 1 1/4' MIN CONC // ••• • • 2 7i 2 Snap: 2" x 2" x 0.045" 21 t' M N CONC a ANCH OR EMBEDMENT .ANCHOR EMBEDMENT IS/ /// • • • • • • • O` \`\♦ �� 2 x 3 Snap: 2" x 3" X 0.050" Snap: 2" 2, MIN 2" MIN EDGE DISTANCE FROM ,\\ 2 x 4 x 4" x 0.045" ill----- SLAB /FOOTING °b a ;. a°� . EXTERIOR OF COLUMN TO SELF MATING (SMB) SEE PLAN "• ' OUTSIDE EDGE OF SLAB 2 x 4 SMB: 2" x 4" x 0.044"x 0.100" SIDE VIEW 2 1/2" x 1/8" x (GIRT OR PURLIN I �. 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" WIDTH + 1/2" x BEAM DEPTH W W 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" (1) 1/2" DIA. THRU BOLT w! NYLOCK OR UPRIGHT DEPTH -1/2') I I W Q. Z 2 x 7 SMB: 2" x 7" x 0.05T'x 0.120" JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT w/ THREADLOCKER ALUM BACKING PLATE 6063-T6 ALUMNINUM I I M z � C 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" (1) 3/8" DIA. CONCRETE MAY BE USED I I to 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" SCREW ANCHORS I TIGHTEN TO CONTACT - DO NOT W Z 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (2 1/4" CONC. EMBED) I OVERTIGHTEN Z Q MINIMUM FASTENER EDGE DISTANCE: 1/2" _ � T w Z d w 0 MINIMUM FASTENER SPACING: 3/4" I _ (4) #10 x 1 1l2" SMS INTO N Z a• a . a 41 SCREW BOSSES CHAIR RAIL MEMBER I I N V CONCRETE SCREW ANCHOR e ° a, a'• ° 1" x 2" BASE PLATE ANCHORED TOU. W CQC S lIViPSON TITEN HD OR EQUIVALENT : • a . • CONC W/ 1/4" CONCRETE SCREW e °• O O SHEET METAL SCREWS(SMS): a a ANCHOR (MIN. 1 114" EMBED) ITW / BUILDEX OR EQUIVALENT SLAB /FOOTING °' n s ° 6" MAX EACH SIDE OF POST AND FS. I - SEE PLAN a° , e.A;, 24" O.C. MAX I SNAP OR SELF -MATING BEAM FRONT VIEW ONLY � V ^ �Z� 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL lc PURLIN OR GIRT TO BEAM OR POST DETAIL SCALE: CC ` "' `�° z ^ SCALE: NTS _ NTS G Z wmn JLLmm 6 Q W W d W Q z z � 0 NOTE: v O 9 SEE CALL -OUT BELOW FOR # OF SCREWS. iZ LL SCREWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DO NOT COUNT SCREWS ON DRAWING. #14 SMS coil 1 1/4" O.C. (2x6 SMB: 16 TOTAL) 2 x 2" PURLIN - NOTCH BOTTOM 2" x PURLINS ATTACHED TO (2x8 SMB: 24 TOTAL) FLANGE TO OVERLAP UPRIGHT BEAM w/MIN (4) #10 x 1 1/2" SMS (2x9 SMB: 20 TOTAL) 2 x 2" x 118" 5052 - H32 ANGLE EA SIDE GRADE _ _ OR r 2 x 2" x 0.062" 5052-H32 RECEIVING r 'r e .. CHANNEL a: :4 ' • a a 12" - .. a 3/16" 5052-H32 GUSSET j / r r - _ - - �` 2" x 3" EXTRUSION N w (2) #5 CONT 31"OVERLAP / / / �/ I LLI W AT JOINTS ON 3" CHAIRS TYPE II / ; '- "- - '- 1 1/4" TYP / 5/8" TYP 1" x 2" x 0.044" OPEN BACK INTER (2) #12 x 3/4" EACH LEG EACH SIDE - SCREWS SHALL SCREW TO UPRIGHT W/ (2) #10 x 1 1/2" I ENGAGE BOTH PURLIN AND SMS & FASTEN TO EAVE RAIL W/ I Q m U y Z ; -J `J MODERATE SLOPE FTG / // 5' #10 x 1 1/2" SMS SPACED 6" FROM UPRIGHT LLI O W � 2:12-3:12 i 3 �� i 2Nr 8" UPRIGHT AND AT24"D.C. I Do 0 0D F-- 0" 0 Z D c) NOTES FOR ALL FOUNDATION TYPES: 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE 8„ �A" NOTCH POST AS REQUIRED I ♦x O N O J 0.0 O- LL OF 1,600 PSF. 2• THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND / 5" 8„ FOR 2" x EAVE RAIL UPRIGHT DRAWN BY TP COMPACTED PRIOR TO PLACEMENT OF CONC. ! 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. 5 NOTES: I DATE DRAWN 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON 8 1. GUSSET DIMENSIONS ARE MINIMUM (2) 06/18/20 5. -HABITABLE REQ'D - (1) EA SIDE OF BEAM - MAY BE CONCRETE FLAT WORK INTERNAL OR EXTERNAL. �( REVISION 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1 1/4" 1L C/C SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, M� _ ZLgiii�MTYPE II FOOTING WIDTHS CHANGE TO MATCH BEAM SIZE. © _ SCALE: NTS A UPRIGHT TO PURLIN CONNECTIO IL 4 SCALE: NTS - SHEET NO: PICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM V-2 A-2 _ SCALE: NTS totliN�s (1) 2” WIDEx 0.125"'Z" BRACKET @ EACH SIDE OF NOTE: „�ttNttl ,`#0 \ ei -i[ -4z p �� • • • ' BEAM ATTACHED TO FASCIA (2) 3/8" DIA. x 4" LAG SCREWS FOR \\\ • •' '• •••••. /I� W/ 3/8" x 3" LAGS (3 PER SPANS GREATER THAN 30'-U' \\\�� ; / BRACKET) AND (1) 3/8" x 3" LAG @ 24" O.C. AT GUTTER 3/8" DIA. 4" LAG ♦♦ 2. LL Q' •'• �� (1) x ; �� Q 0 1" x 2" x 0.044" OPEN BACK SCREW INTO EXISTING OVERHANG FRAMING ; • J W/ (2) #10 z 21/2" SMSTHRU OR RAFTER TAIL Q LLl (o Lu Q BEAM INTO SCREW BOSSES (� r` Q O• - (1) #10 x 1 1/2" SMS 6" i •; > 0 ` FROM BEAM AND 24" O.C. !� .• Z •� WOOD: \ `� 1/8" S.S. CABLE oop 0'•••• '/�Ir`� •••••••�O I I #10x3"WOOD SCREWS, 6" FROM GIRT & 12" O.C. \ 11/4"x55/8"x1/6" \\\\\ I I @ CONC: ALUM FLAT 1/4" DIA. 3" CONCRETE y ALUMINUM x FFa� SCREW ANCHOR, 6" o- X I FROM GIRT & @ 24" O.C. MATING ELEMENT (4) (4) #10 x 1 1/2" INTO "4 ° SLAB/FOOTER Lu La BOSS m m MID DEPTH Lu O_ \ o o CONTRACTOR TO VERIFY ' ' • ° • z` M ® 2" x 4" FASCIA - IF LESS 4 °' J THAN 2" x 4" FASCIA, 2" x 4" �T' :. Z 1/8" x 2" x 2" x 2" ALUM m mm SUB FASCIA SHALL BE + ° s ° LLJ 7._ I ANGLE W/ (4) #14 x 3/4" SMS EACH FLANGE GUTTER PLACED OVER, LENGTHEN J Q 0 X �2" EACH SIDE OF BEAM LAG SCREWS TO FULLY PENETRATE SUB FASCIA. Z x 2" OR 2" x 3" HOLLOW IF OTHER FASCIA, ADD 2" x (2) 3/8" DIA. x 3" EMBED SLAB l FOOTING W 0 N N I SECTION GIRT 4" PT FASCIA w/ 1/2" LAG CONCRETE SCREW ANCHOR SEE PLAN N Q BOLTS -11/2"INTO TRUSS Lu v1 CC u LLI 2 118" x 1 1/8" x .062" (MIN.) TAILS- COUNTERSINK FLUSH. WHEN INSTALLING ILLC 0 j i 1"x 2" ALUM RECEIVING CHANNEL W/ MIN. (2) #12 x 3/4" SMS 1/2" LAG SCREWS, Q _ i- y - PRE -DRILL w/ 3/8" DRILL TO 0. PREVENT SPLITTING. 5U4 o '"1 Z N co 1X2 TO HOST STRUCTURE DETAIL GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL '� CABLE CONNECTIONS AT FOUNDATION C o - SCALE:NTS SCALE: NTS SCALE: NTS (' �' Z 'N1144 nn LLJ aX Q Z U Q Jm rrWnn 1/8" x 2" x 2" EXTRUDED O Z $ ANGLE 5052 H-32 ALLOY Lli W/ (4) #14 x 3/4" SMS INTO DJ m 6 ALUMINUM STRAP 6063-T6 ALUMINUM W/ (4) #12 x 3/4" IN EACH LEG & (2) #12 4,TP TOE SCREWS #14 x 3/4" SMS coNc(9) kN.H SLAB / FOOTING u '° BEDMENT SEE PLAN •° ' ' ' ' + I I ' V - - 1/8" PLATE ON 45° ANGLE A. ® _ __ - _ 6063-T6 ALUMINUM b. "------- w / W g SIDE VIEW / ° ° m m o --- - z W DETAIL#2 m (1) 3/8" DIA. CONCRETE EYE BOLT FOR CABLE TENSION ® y , V 0 � SCREW ANCHORS-, NCHORS (21/4" CONC. EMBED) I UPRIGHT o / / � , _W > 0_ U) Dp ol z PRE -HUNG 2" x 5" x 1/8" 6063-T6 O � M DOORJAMB ALUMINUM STRAP O - C N J 6063-T6 ALUMINUM I d LL W/ (4) #12 x 3!4" IN EACH LEG & (2) #12 / I / DRAWN BY .4 TOE SCREWS / I PERIMETER FRAMING- 1"x 2" BASE PLATE . ANCHORED TO CONC W! 1/4"06/18/20 ° / [ill DATE DRAWN CONCRETE SCREWANCHOR 4 ° ° 4 • ® e REVISION (MIN. 1 1!4" EMBED) 4 •• ® m - m 6" MAX EACH SIDE OF POST ° • ° AND 24" O.C. MAX .6'. 4 �® Q - •4,a DETAIL#1 FRONT VIEW- HY 4 ROOF BRACING CONNECTION DETAIL 2 D - PRIGHT TO CONCRETE PRE -HUNG i; SCALE: NTS �lH„ CABLE CONNECTION AT CORNER SHEET N0: DOOR LOCATION DETAIL SCALE: NTS SCALE: NTS A. 6063-T6 ALUMINUM 1 1/2" x 12" x 0.125" ALUM STRAP W/ (5) #14 x 3/4" IN BOTH 2" x 9" SMB CARRIER BEAM & POST 6063-T6 ALUMINUM 6" x 6" x 0.25" ALUM POST FRONT EAVE BEAM 1" x 2" O.B. ATTACH TO UPRIGHT WITH (2) #10 x 2 1/2" 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 2" x 2" x 1/8" x 2" WIDE ALUM ANGLE EACH SIDE OF UPRIGHT Wl (4) #14 x 3/4" SMS EACH FLANGE S' CARRIER BEAM CONNECTION AT CORNER SCALE:NTS 6063-T6 ALUMINUM 1 1/2" x 16" x 0.125" ALUM STRAP W/ (5) #14 x 3/4" IN BOTH 2" x SMB CARRIER BEAM & POST 2" x 2" x 1 /8" x 2" WI DE ALUM ANGLE 5052 H-32 ALLOY EACH SIDE OF UPRIGHT W/ (4) #14 x 3/4" SMS EACH FLANGE 1"x2" 0.B.ATTACHED EACH SIDE OF POST W/ #12 x 1 1/2" SMS- 6" FROM BOTTOM AND 24" O.C. fo ��� . �: ........ Q 0 o o• a 'LL Lu `° * W L Q o. �o z : 1 " x 2" O.B. ATTACH TO UPRIGHT WITH (2) #10 x 2 1/2" 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 6" x 6" x .26' UM 1 6"x6"x0.25" ALUM POST CARRIER BEAM CONNECTION _6 SCALE: NTS � L W Li W � z to W z J fY z az° o aN G/1 QLu C U W C J O fl zz m Z �-M i LL LLI w1�� N Q W cl aasv u o z o LL tji W Ln Z LJJ g f� Z Q W W U Z W J Lu OXV)co Oz 0 w ONQ� d 0-ft. LL DRAWN BY TP DATE DRAWN 06/18/20 REVISION SHEET NO: A-6 z