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HomeMy WebLinkAboutRecord Survey0 0' 20' 40' 60' 16,26 LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER CBS CONCRETE BLOCK STRUCTURE C/L CENTERLINE CONIC CONCRETE CM CONCRETE MONUMENT DEG OR DEGREE ELEV ELEVATION FFE FINISH FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD IRON R 15,7 IRC OD &CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR 15.72 R/W RIGHT-OF-WAY ® WATER METER A DELTA ji UTILITY POLE 16.65 I EXISTING w x 19,06 co SEPTIC V 0 6.34' 4 to DPA17V w a PIPE c 1591 1 43 °D 0 = 0 cg 17.37 13-70' 1 STORYCBS o RESIDENCEhi o CONCRETECA 4, DRIVE FFE=19.53, - -�, Ei 0 81.35' 45.00' 18.17 19.1 1r ,60 EXI®rNc 1 D.24 0 o y � I I Q o 0 N — o 17.35 x 15,89 a N f 17,35 o i i ET 5/8"IRC LB # 7903 3.22' 1.77' 3 .00' x —x —x-X x—x—X —x —x —x FAD 518-IN 15, (D2 NO ID x\15, 68 1.85/0.9'Ek 15.54 �Y 86 x T BLOCK CoxNEB CALCULATED RECORD SURVEY LYING /N SAINT LUCIE COUNTY, FLORIDA STREET ADDRESS (q� 6100 PINETREE DRIVE, FORT PIERCE, FLORIDA 34982 TBLOCECORIM CALCULATED vI 0 � 00 ON F m 16.20 SET 5/8"IRC 1 24' 3 .00' LB #7sos 16.38 300" 00 15 6 16 0 17.00 FAD 518"IRC ;6 p� LB # 6790 0 w) 1.8'S/0.cs N 18.52 18.25 N 88.44' o 49.40' 24.54' POOL o CAG� 11.64' LOT16 BLOCK-1-1 OCCUPIED POOL _ DECK 36.35' LOT18 BLOCKII OCCUPIED LOT 19 BLOCK-1-1 OCCUPIED — n n n n - 6,21 300.00' LOT20 BLOCK 11 OCCUPIED S 89047'03" E 16,83 x 18,61 x 18.40 x 17,55 LOT17 BLOCK 11 OCCUPIED x 17,10 137.30' T11 O 4 cl N m� FND S/8"IR NO ID O.7N/1.I7 W 1 16.A5 J FAD 314"IP NO ID 300. 00' 0.7 w S 89*47"03" E LOT 38 BLOCK 11 OCCUPIED FFR 13 2018 � y O AA �Z i C) 91 Id � " L N ORANGE AVENUE n RD. EDWARDS aopO ZQ SITE OKEEOE 7i2 WHITE GTY ROAD O x �oPa o J S A,A PRIMA V,STA BLVD. PARCEL ONE: LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION 1 SET5/8"IRC LOT 17 AND THE NORTH 35 FEET OF LOT 18, BLOCK 12, INDIAN LB#7903 RIVER ESTATES, UNIT TWO, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 46, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. 11, 17.0 y PARCEL TWO: o� o I LOT39 BLOCK II THE SOUTH 31 FEET OF LOT 18 AND THE NORTH 49 FEET OF ~ OCCUPIED LOT 19, BLOCK 12, INDIAN RIVER ESTATES, UNIT TWO, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 46, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. �I GENERAL NOTES 16,65 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE c 1s.ss CENTERLINE OF PINETREE DRIVE, HAVING A BEARING OF to �s69' 1 .62± Vi N00'06'12"E, PER THE PLAT OF INDIAN RIVER ESTATES, UNIT EXISTING FORMBOARDS AVERAGEELEV=17.75 PROPOSED MINIMUM 7. FFE=17V �\ '2 S 89047'03" E 17.42 x 17.49 x 1 16.49 40.00, 40.00' TWO, AS RECORDED IN PLAT BOOK 10, PAGE 46, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE LOT40 BEEN LOCATED AND SHOWN HEREON. O N BLOCKII 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND o OCCUPIED FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. f 17.02 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY 1 ,gam 17,0 ACT DEEDS. 0 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE $ I MAP, COMMUNITY PANEL NO. 12111C 0277 J, EFFECTIVE DATE M "C LOT41 FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE BLOCKll DETERMINED BY AN ELEVATION CERTIFICATE. 1 .00x "I OCCUPIED 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 2141' SURVEYOR & MAPPER. FND 5/8"IR 11.00' 1414x 'N ID 8. �rD518"IR BY OTHERTIONS TTHANOT EELETIONS TO SURVEY MAPS SIGNIING PARTY OR PARTIES OIS PROHRTS IBITED 0.4'N/1.0'E SET5/8"IRC I NOID WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OF PARTIES. LB # 7903 �13— 300.00' 0.4'N —� 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND S 89047103" E FIELD MEASURED DATA. 10. THE LAST DATE OF FIELD WORK WAS FEBRUARY 12, 2018. O 60} W _ W IL "' V Z W M Om U. N E w a Q '. to z 'zOol laJ W ON aLL> W z d' � m li. W a V) 5 CA ,ei V4 0)LL W # o Qz aye Q V i o O ON W p w N w Y Q O z W z a' co O a a y o wz � zaZ O J �w>'x LL z <60� 1u`' 2 N Uw Ja o' 'm zo N NW Q� Q (3orxo Z �p y0E -t 1 Cc o<� Z> Z z, Lu Q w��U o ?°a0" Z Inn 0 zZ " O wo3F lj�K wa w Q ¢ Fmwom� V V ~ /wIO 07 oz w*ftuz U 10, U 2 I` 1 m Z o j o O w¢r v V IWw= U o - W O P P 'o % V ww= z 0 D_ F a0- 2 U) ¢aow DRAWN BY: CA CHECKED BY: CA DATE: 10/27/2017 HORIZONTAL SCALE: 1'=20' O O NOT VALID WITHOUT THE SIGNATURE AND ORINALSEAL OF GLOBAL POSITIONING SYSTEM GPS NOTES FLORIDA LICENSEDSED SURVEYOR &A MAPPER. 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. t� I 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED SEAL ;' CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEA`3UREMENTS WERE PROCESSED AND ADJUSTED CHARLES ARNOLD USING CARLSON SURVEY 2008. PROFESSIONAL SURVEYOR & MAPPER T- -T FLORIDA LICENSE N0. 4971 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS ,z �3 2a� MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE PRINTED DATE (F.A.C.) 5J-17.051. SHEET 1 OF 1 ___ PROJECT NO. 17-569 w w ,F ol 20'1 .1 LEGEND & ABBREVIATIONS BOUNDARY& TOPOGRAPHIC SURVEY LYING IN ST. LUCIE COUNTY, FLORIDA STREET ADDRESS 6100 PINETREE DRIVE, FORT PIERCE, FLORIDA 34982 BLOCKCORNER CALCULATED 0. 00 ON mm. Fa m 16,26 � ",` �,�0 • SET 5/8'IRC A ARC LENGTH A/C AIR CONDITIONER CBS CONCRETE BLOCK STRUCTURE C/L CENTERLINE CONC CONCRETE CM CONCRETE MONUMENT DEG OR DEGREE ELEV ELEVATION FFE FINISH FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD 15,77 IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRIM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR 15,72 R/W RIGHT—OF—WAY ® WATER METER & AND @ AT 0 DELTA 0 UTILITY POLE LOT 16 BLOCK 11 OCCUPIED 1.24' LB # 7903 300.00' 3 .00' 16,38 15,56 i 17,00 — — — 0 FND 518"IRC z LB # 6790 0 L8'S/o.7'E N 18,52 18,25 N 88.44' o EXISTING + 49.40' 24.54' o x 19.0 6 !a +POOL v I V V CAGE co SEMC c 6.34'11.84 ao i DRAINAGE. 0 0 PIPE � Y" POOL 1591 14 43 xt i °D S 17.37 � 13.70• I STORY CBS 44, <, z `' .v RESIDENCE Pool < ` CONCRETE i FFE=19.53' R DECK o DRIVE 45.00' 36.35' 0 81.35' 0 18.17 19, 15, 2 r 14,00 EXISTING WELL o LOT18 © - BLOCKII 15.24 15, 80 OCCUPIED Coll o � I o � 0 1 H N x 15.89 17,35 � N i x 17,35 m i LOT 19 BLOCK 11 OCCUPIED 14 ET 5/8'IRC LB # 7903 3.22' 1.77' 3Ey�62x—x—x—x—x—x x —x x FND 5/8"IR � 1 � NOID x 15,6E 1.8S/0.9'E� 15.54 �+ 5.86 x L1l o O pip 00 No a ii BLOCK CORNER CALCUL m — x — x — A — A — 3,21 300.00' LOT20 BLOCK 11 OCCUPIED S 89047'03" E 16,83 LOT17 BLOCK 11 OCCUPIED mmFollwo, Tip o �, 1 I" O C I 0 O �N FND 518"IR m NOR 0.7N/1.IT W 1.16.A5 J FND 314'IP NOID 300.000.7W S 89047603" E LOT 38 BLOCK 11 OCCUPIED rd LL >�R� sca F OO N C1 v \5 AIA n d n N " ORANGE AVENUE 0 EDWARDS RD. SITE gtEE 772 VMITE CITY ROAD x POPo 0 1� � AIA L PRIMA VISTA BLVD. �y I PARCEL ONE: LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION SET5/8'IRC LOT 17 AND THE NORTH 35 FEET OF LOT 18, BLOCK 12, INDIAN LB#7903 RIVER ESTATES, UNIT TWO, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 46, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. 17.0 PARCEL TWO: 0 o LOT 39 x 17.10 BLOCK11 THE SOUTH 31 FEET Or LOT 18 AND THE NORTH 49 FEET OF h OCCUPIED LOT 19, BLOCK 12, INDIAN RIVER ESTATES, UNIT TWO, ACCORDING t(o I TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 46, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. GENERAL NOTES _ 16,65 I 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE 16.69• - CENTERLINE OF PINETREE DRIVE, HAVING A BEARING OF m SRW 462-� � N00°06'12"E, PER THE PLAT OF INDIAN RIVER ESTATES, UNIT 137.30' ,6.ssTWO, AS RECORDED IN PLAT BOOK 10, PAGE 46, PUBLIC v� O RECORDS OF SAINT LUCIE COUNTY, FLORIDA. co 0 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE LOT40 BEEN LOCATED AND SHOWN HEREON. PROPOSED C N BLOCK 11 OCCUPIED 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND 1 STORY CBS o rn FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. GARAGE PROPOSED MINIMUM h 17,02 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT � BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. FFE=17.75' I I 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY 17.42 x 1 g 17 0 ACT DEEDS. x 17,55 x17.4c, 40.00' 6. 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY o C I IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE 22.00 c o MAP, COMMUNITY PANEL NO. 12111C 0277 J, EFFECTIVE DATE ro h coNcxETE; M M LOT41 FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE BLOCK II DETERMINED BY AN ELEVATION CERTIFICATE. 40.00' 1 .0011 �' OCCUPIED 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 16.22 16,49 14141 FNDS/8"IR 10.89' 11.00' 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS S 89047103" E x 0.4Nl1.O'E FND 5/8"IR BY OTHER THAN THE SIGNIN PARTY OR PARTIES IS PROHIBITED SET 5/8"IRC � NO ID WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OF PARTIES. LB#7903 v 11 3 300,00' 0.4'N @ 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND S 89047103" E FIELD MEASURED DATA. 10. THE LAST DATE OF FIELD WORK WAS OCTOBER 25, 2017. 0 0 /0 IfA ( A 1� Tim Z a g� Z �w m oa" LL M I, Z' o - N V r02 W O y J� a W F, Ww LLQLL W W z IX w li 0 w LL a V" m N N co a 00 V/ WG ZV ID 3:>1 0 Fc W>w Z W� 0NW LL O Y V Q w u. Z LL U. IL 00 O co v w L7 w L:I w In 0 o_ 0 Z o_ o Ld v A > a w Q w a r U PO h Li h h (U Q � A 0 QNy Q W � � Z�Z O ¢oz WN}j J LL or�x I, UW�O 6 ;>D'ZU N w OQQ Lu W K Q Z 0;wo /`I�rct C7 FQOm Z UZ(A W Q 5 11' i frcU K i a rW- 10 cc V �oZa J WQ_N o oo � Q < wwB3 �moo f � F' mW'mo } UZZO OZ OU ¢Z83: O W. N z>oo O po y� V '� oo&o W "Zaw C) o¢W= zoow J Qom» oaa� N aao� DRAWN BYI CA CHECKED BY: CA DATEI 10/27/2017 HORIZONTAL SCALEI 1'=20' NOT VAUD WITHOUT THE SIGNATURE GLOBAL POSITIONING SYSTEM (GPS) NOTES AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED SEAL CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. - 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED CHARLES ARNOLD USING CARLSON SURVEY '2008. PROFESSIONAL SURVEYOR & MAPPER FLORIDA UCEN NO. 4971 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE /% R N D/DATE (F.A.C.) 5J-17.051. SHEET 1 OF 1 PROJECT NO. 17-569 12'-0" 5'-611 2 A1.00 L-1 L-1 1 12080 OVERHEAD DOOR- -------------------------------------- ------y-------- --------------- 306e i RGLS i i � I � w 1 1� I1 I I � ti STUB OUT FOR h FUTURE ELECTRIC 1 II q SERVICE I � i i 1 I I � ' I K O, of � Lu R A1.00 =1 Z8'500 PSI) POURED CONCRETE SLAB W/ (.1 wi FIBERMESH REINFORCING ON EMIL VAPOR BARIER OVER CLEAN, COMPACTED, TERMITE TREATED 01 ' SAND FILL Oil N -1 � I � I i I I ' I i � I � I � I � I I 1 I I 1 I I 1 a 1 1 w 1 1S" D x 24" W THICKENED EDGE FOOTING W/ I (3) #5 BARS CONTINUOUS I 1 I 'I FLOOR & FOUNDATION PLAN 1/4" = 1'-0" �TOP OF _ 13'-4" I I I I I I I I I I I I I II I I I I I I I I I I I I I I II III IIIIIII I� I I I I I I I i I I I II i I I I I I I I I I I I I I ROOF FRAMING PLAN 1/8" = 1'-0" TRUSS NO, BEARING POINT(S) TRUSS ACTUAL UPLIFT ( GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A EACH 480# (1) HETA 20 1810# 9-10d x 1-1/2" GRA EACH 1000# (1) HETA 20 1810# 9-10d x 1-1/2" KING JACKS 1ST BRG 743# (1) HETA 20 1810# 9-10d x 1-1/2" 2ND BRG 591# (1) MTS 16 1000# 9-10d NAILS HIP JACKS 1ST BRG 157# (1) HETA 20 1810# 9-10d x 1-1/2" 12ND BRG NAILED PER TRUSS COMPANY TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBERS TRUSS, JOB # M11401- BARBADOS 4/2, DATED 5/18,2016. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES, REFER TO MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. P-2 P-3 P-1 G� RIDGE P-2 P-1 P-2 P-2 RIDGE C P-3 P-1 /P-3 aa P-1P-2 P-2 P-3 P-3 F. PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL # APPROVAL GLASS ATTACHMENT METHOD PRESSURES DESIGN # TYPE (WORSE CASE) PRESSURES ROOF ZONE 1 -40.6 -162.0 METAL SALES IMAGE II FL# N/A 8d x 2.5" RING SHANK NAILS OR #8 x 2" ZONE 2 -57.2 MANUFACTURING 14645.11 WOOD SCREWS @ 6" O.C. IN FIELD AND ZONE 3 -107.9 EDGES. GARAGE -27.5 -44 DAB DOOR COMPANY 824-811 STEEL NOA# IMPACT 5/16" x 1 5/8" LAG BOLTS @ 12" O.C. MAX, 6" DOOR INC. SECTIONAL 15-0304.01 FROM ENDS AND 1 1/2" MIN. EDGE DIST. DOOR ZONE 4 -47.9 55 JELD-WEN OPAQUE FL# TAPCONS @ 14" O.C. MAX FROM FIBERGLASS 13540.1ORNER TIMPAT16" JAMB, 1 1/4" MIN. EMBEDMENT AND " MIN TO EDGE. TF1ff�AL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AN APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY' UBJECT TO DAMAGE FROM WINTER DESIGN TEMPe ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP Speedo (mph) Topographic effects Weathering Frost line depth Termite NA See Fig. r301.2(4) NA Negligible NA I Very Heavy NA NA NA CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2014 EDITION USING ASCE 7-10 2. STRUCTURAL DESIGN: ENCLOSED 3. RISK CATEGORY: 1 4. EXPOSURE:C 5. DESIGN WIND VELOCITY: 150 MPH 6. MEAN ROOF HEIGHT: 16' ROOF PITCH: 5 :12 7. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE) ZONE 1: -40.6 ZONE 2: -57.2 ZONE 3: -107.9 ZONE 4: -50.9 ZONE 5: -61.1 GARAGE DOOR: -27.6 8. DESIGN LOADS: FLOOR 75 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 30 PSF 9. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES 10. IS A CONTINUOUS LOAD PATH PROVIDED? YES 11, DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL BORING TEST REQUIRED YES STRUCTURAL NOTES 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN'. FIBER STRESS VALUE 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30" MIN. LAP 4. CONCRETE COVER OVER REINFORCING STEEL: A. FOOTINGS: 3" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER 14 u `, , LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE APPLIED SAFE APPLIED COMPOSIT GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD L-1 13'-4" 1838 705 962 480 8F24/1T-1B RECESSED LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE APPLIED SAFE APPLIED COMPOST GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD RL-1 4'-4" 8060 705 4409 480 8F22/1T-1B NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. P-3 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE LL CONTRACTOR OF RECORD ROOF SHEATHING NAILING ZONE INFORMATION ZONE 1: REMAINING AREA W/ 8d RING SHANK @ 6" O.C. PERIMETER & 6" O.C. FIELD ZONE 2: 4' LENTH W/ 8d RING SHANK @ 4" O.C. PERIMETER & 6" O.C. FIELD ZONE 3: 5'X5' @ HIP AND 5' LENGTH @ GABLE ENDS W/ 8d RING SHANK @ 4" O.C. PERIMETER & 4" O.C. FIELD NOTES 19/32" CDX PLYWOOD SHEATHING 25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS UNDERLAYMENT FELT SHALL BE 30# FELT COMPLYING W/ ASTM D226 ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 CLASS F,ASTM D7158 CLASS H OR TAS.107 AND SHALL HAVE FACTORY APPLIED SELF SEAL STRIPS OR BE INTERLOCKING TORSION BLOCK W/ 1/2" X 5 1/2" REDHEAD 3 Elevation 3 - a GARAGE DOOR BUCK DETAIL DOOR & WINDOW BUCK FASTENING DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C., WITH THE DOORS AND WINDOWS FASTENED W/ TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM OF 1 1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME). BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE W/ AMENDMENTS. AREA CALCULATIONS GROSS AREA GROSS AREA 1,200 SF I'HESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE, CODES ff"RBI IMEATMENT REQUIRED �BC;IT,DENG I) VYS%O�I UCiE COiYNT RFVIV ED Y74 _t iiLS 8g .�T�tij- j o H 9! -49 INSPECTION' ` 11A, BE MADE. METAL ROOFING ON 30# FELT ON 5/8" CDX PLYWOOD NAILED PER ROOF SHEATHING NAILING ZONE DETAIL PRE-ENGINEERED WOOD TRUSSES @ 24" MAX - REFER TO MANUF. SHOP DRAWINGS SIMPSON HETA 20 PER METAL DRIP EDGE-/ 1"X8" R.S.C. FASCIA ON 2"X4" SUB-FASCIA- 2"X4" BLOCKING @ 6'-0" O.C. PLYWOOD SOFFIT W/ 2"x4" BLOCKING @ 4'-0" O.C.- 8" PRECAST LINTEL W/ 1 #5 BAR & 8" BOND BEAM W/ 1 #5 BAR PRE -CAST LINTEL @ DOOR & WINDOW OPENINGS - REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION - SPLIT -FACE BLOCK WALL W/ PAINTED FINISH #5 VERTICAL DOWELS IN CONIC. FILLED BLOCK CELLS @ CORNERS, EACH SIDE OF OPENINGS AND @ 4'-0" O.C. MAX. REFER TO FLOOR PLAN FOR EXACT LOCATIONS REFER TO FOUNDATION PLAN FOR SIZES AND REINFORCING- 13 TYPIC�H4 1/2" = 1'-0" ni D iINTERIOR �- _ - -,f 4 ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT FARMER GARAGE INDIAN RIVER ESTATES, VERO BEACH, FLORIDA CLIENT REED FARMER CONSULTANTS OF �11CHAE i �Z; �1M ;� `�,��, �. col � .•�. MICHA AIA AR96898 REGISTRATION REVISIONS NO. DATE REVISION 1 01/05/18 BLDG DEPT COMMENTS KEY PLAN SHEET TITLE / SHEET NUMBER FLOOR, FNDTN, ELEC PLANS & DETAILS Al n00 NUMBER R17026 IPROJECT DATE 01/05/2018