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Home My WebLink AboutPLANS. ftJ 31 V O SITE PLAN �� Z w A W LOCATED IN SECTION 18 TOWNSHIP 35 SOUTH RANGE 39 EAST SECTION �5 A,A �= a01 > > 7 8� CORNER Z Q � O (A 46.1a�00@ FND IP = m W g N STREET ADDRESS Ica u- o ui UNASSIGNED PULITZER ROAD, FORT PIERCE, FL 34945 W O w a ° W ORANGE AVENUE >- W ` H W I z o W z w 0 O 0 W cm wl SITE m vZ o� J. MIRANDA poP N '^ } PULITZER ROAD Z10co i Q Z Q y 2318-111-0002-000-7 Z W 2> O OKEEC 712 WHITE CITY ROAD Q 0 �! (7 i (p J = 0 FND 4X4" CM I N Q y j NO ID BENCHMARK h 4' FARM FENCE 'ti 1 AtA O W F Y N ELEV = 23.29' 4' FARM FENCE b• Dc• LL 0 FND RAIL ROAD SPIKE Z' 1.7' OVER LINE IN CUT OUT OF �' SET 5/8" IRC 0.45' OVER LINE NORTH LINE OF THE SE Y4 OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST SET 5/8" IRC c� �L O J z Q CASHINN ROAD LS # 4971 LB # 7903 I p Z LL z y� WITNESS CORNER BASE BEARING BENCHMARK 'J' PRIMA MSTA BIW. �A co Z 1243.54'm 2 x - 5 d co - - _ _ - - 25' E OF CM Z S 89°36'04" E 1272.06' Zti• ELEV = 23.72' 2' 46. 0' 4 0 ' �qo ' z _ 1318.06' S 89036'04" E SET 5/8" IRC I. - - - - LB # 7903 x OI - - - EN DITCH - - - - - - - _ ti Z• S 8 °36' µ" FND 1" IP d - Z� ti LOCATION MAP XA"2h N o1rcHl G. CRAWFORD I 1430 PULITZER ROAD 2317-232-0010-000-5 o' 100' zoo' Soo' 14 FARMFENCENCE x ZZ2 x q�� o III 3 N I Z Z LEGAL DESCRIPTION �$ x x 3 m I THE FOLLOWING DESCRIBED PARCEL OF LAND SITUATE AND BEING IN SECTION 18, cw x L2' ml� TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, TO -WIT: 2 0 °II °oo i 2Z I N la (i) THE SE Y4 OF THE NE Y4, LESS AND EXCEPTING THEREFROM THE FOLLOWING xl °a -n m 0 l DESCRIBED: x m ;� 10 J. DEPALMA o > II 1510 PULITZER ROAD COMMENCE AT THE INTERSECTION OF THE WEST RIGHT OF WAY LINE OF NORTH ST. z w 2317-232-0011-000-2 Q II m x LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. 54, AND THE SOUTH LINE OF xea N I g �po I THE NE Y4 OF THE AFORESAID SECTION 18; RUN THENCE NORTH ALONG THE SAID 0_ w x > of a RIGHT OF WAY 105.5 FEET TO A POINT; THENCE TURN AND RUN WESTERLY ALONG w LEGEND &ABBREVIATIONS HELENA CHEMICAL Z' m I A Ia THE CENTERLINE OF AN EXISTING DITCH 1,270 FEET, MORE OR LESS, TO A POINT z 1520 SHINN ROAD m x Z -4 o i� NI ON THE WEST LINE OF THE SE Y4 OF THE NE Y4 OF THE AFORESAID SECTION 18; 2318-131-0002-000-9 C° I V) o Ix x x �GD m I Z h w TURN THENCE AND RUN SOUTH 89.5 FEET TO THE SW CORNER OF THE AFORESAID R A ARC LENGTH Z 2' � w SE Y4 OF THE NE Y4; TURN THENCE AND RUN EAST ALONG THE SOUTH LINE OF m > co I z x2 x2 o x > o cn THE SE Y4 TO THE WEST RIGHT OF WAY OF CANAL NO. 54 AND THE POINT OF ca w A/C AIR CONDITIONER Ix m " r h I cn BEGINNING. o �_ g o f A. PULITZER N ¢ } BM BENCHMARK I I o °' x � 1546 PULITZER ROAD U v z : 2317-232-0012-000-9 (ii) THE EAST 14 FEET OF THE NORTH Y2 OF THE SW Y4 OF THE NE Y4. C CALCULATED FROM FIELD MEASUREMENTS xZ m I oo 5 C/L CENTERLINE ' Z m xl C) D 'Z I h (iii) 'THAT PART OF THE S Y2 OF THE SW Y4 OF THE NE Y4 LYING EASTERLY OF ° w CM CONCRETE MONUMENT Io I w z m 2� "LINE A" AND NORTHERLY OF "LINE B"; "LINE A" BEING DESCRIBED AS: FROM THE II o x 2� $ x ICI n p2 SE CORNER OF THE NW Y4 OF THE SE 1'4 RUN WEST 4 FEET FOR POINT OF A CONC CONCRETE ry CO xM m U I z BEGINNING, THENCE NORTHERLY TO A POINT 14 FEET WEST OF SE CORNER OF N Y2 DEG OR DEGREE I"R = x ZZ' x o lim II I OF SW Y4 OF NE Y4 AND END OF SPECIFICALLY DESCRIBED LINE; AND "LINE B" M m cn R. MCCUSKER BEING DESCRIBED AS: FROM SE CORNER OF THE SE Y4 OF THE NE Y4 RUN NORTH ELEV ELEVATION x� z 2 2 1560 PULITZER ROAD ON SECTION LINE 105.5 FEET FOR POINT OF BEGINNING, THENCE WESTERLY TO A ° m x 2L Z 2317-232-0015-000-0 POIN 1 89.5 FEET NORTH OF SW CORNER OF SE Y4 OF NE Y4, THENCE CONTINUE � o � FFE FINISHED FLOOR ELEVATION I Z _ Ix %��l G%�� / h WESTERLY ON SAME LINE TO INTERSECTION WITH AFORESAID "LINE A", AND THE % a a o FND FOUND O / /!%JG%L�L%%�/%/�l%L�%i�T%Z� to END OF SPECIFICALLY DESCRIBED LINE. z O °� SET 5/8" IR " F Q i ID IDENTIFICATION NUMBER FND 4xa" CM J a 0 F (// NO ID PROPOSED Y � ILL = O x cmi BENCHMARK 16' SHELL 4' FARM FENCE I Z� PRM LB # 205 561.81' TOGETHER WITH AND SUBJECT TO THAT CERTAIN RIGHT OF WAY EASEMENT DATED>o IP IRON PIPE w ELEV = 21.69' 1$ DRIVE CLEAR 60.00' W z<F SET 5/8" IRC I _ o x �? SEPTEMBER 6, 1968, RECORDED IN O.R. BOOK 173, PAGE 1415 OF THE PUBLIC O m IR IRON ROD LB # 7903 xN z I I �!b FND 4X4" CM S 89°46'51" E RECORDS OF ST. LUCIE COUNTY, FLORIDA. J 0 U 0 o v Z PRM LB # 205 U 11J Q � � � IRC IRON ROD & CAP I o EE DETAI x ez '• x W LL1 W U Q � U LB LICENSED BUSINESS z O x2ti LS LICENSED SURVEYOR I cn xZ2O GREENPROARE/ OSELDO i = I I p Q Ix b W'o __ 20 G FT ° GENERAL NOTES = Q Z 0 M MEASURED DATA I ° x o - w Q () fn ►- L) ", w z m x a C RED 0 C VERED Z 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY AS DEFINED IN FLORIDA z z O K 4 w z MON MONUMENT CD 2 " PORCH EN Y 697.9' w Z o2 m o I° r O ADMINISTRATIVE CODE (F.A.C.) 5J-17-050 AND IT'S INTENDED PURPOSE IS FOR O H W Y > >o°'' N&C NAIL AND CAP cn o / PROPOSED x o Q o A F- � z �no> J x C PROPOSE 1 STORY CBS N 3 o THE CONSTRUCTION OF A SINGLE FAMILY HOME. Q p C'J H Q z) ZDX = � CARPOR RESIDENCE I o w °� o O W NAVD NORTH AMERICAN VERTICAL DATUM co ° = 513.8' ono A U z Q' - m o w=°3 PROPOSED MINIMUM x of �ww 2. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE SE Y4 _� Q Q ~ J <jO3 NGVD NATIONAL GEODETIC VERTICAL DATUM "T IZx D 20•X22 FFE=26.0' =� Y Z LL z= w Z CONCRETE PO ° 2' I �a� LOT 1 OF THE NE Y4 OF SECTION 18, BETWEEN MONUMENTATION AS DEPICTED. H Q Q of ° < NO OR # NUMBER a I o OS LINE V x Z a- SCHIRARD ESTATES Of W Z a s T o m Z' x OPEN ICI o SUBDMSION, PHASE 1 W Q z z Q == z a NTS NOT TO SCALE z x x2 DITCH a ¢O� PLAT BOOK 46, PAGE 6-7 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED U J LL. O cD yoZo CASSENS LAND m I / I II I �o AND SHOWN HEREON. U D Q } a,°J CHIP OVERHEAD UTILITIES SHINN ROAD > I <C z a o 5� 2318-133-0001-000-8 m �_-- N w m 4 Z O 002, ORB OFFICIAL RECORD BOOK x x ZZ I x 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS z Q E- O z a w iu. P PLAT DATA IIr4! o o }} x w WHICH MAY OCCUPY LANDS OF OTHERS. Q J U � F- O° <.ww z m J J �_ z zz PG(S) PAGE(S) w III �a 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED > Z co D u O= maw PLS PROFESSIONAL LAND SURVEYOR iCLEARNCE in II I ON THIS SURVEY, EXCEPT AS SHOWN. Q w U oc;ow POB POINT OF BEGINNING x Lu p �' W o i� w Z' 6. LANDS SHOWN HEREON WERE ABSTRACTED BY THIS OFFICE FOR 0> 3 z POC POINT OF COMMENCEMENT I x2 I R3 'I 60.00' RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED zDzW x RESTRICTIONS AND MURPHY ACT DEEDS. O -� 1 ° 2 0 PRIM PERMANENT REFERENCE MONUMENT x Z xZ5' FND NAIL & DISK I I j °000 PSM PROFESSIONAL SURVEYOR AND MAPPER 22 S 89°42'39" W Z? NO ID q F- H w o � 4.00' x2 BENCHMARK 2' 7. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE QQ°O p LINE B ELEV. = 23.65' Z R RADIUS rL2' x ' X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. RLS REGISTERED LAND SURVEYOR x p 2�' ko PUMP 12111C 0165 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION LBT#57903RC ,c '��'~ I° _ _ - _ _ - .Z2' 2' _ _ _ _ Z HOUSE CAN DNLY BE DETERMINED BY AN ELEVATION CERTIFICATE. R/W RIGHT-OF-WAY Z' - - 9°42'3 " OPEN DITCH DRAWN BY: CA ® WATER METER 2ti >x x = x - x - x = x = cam-- x =�c = x =x =mac = - x x --x =mac =� -1�= x x - s�- x 3 8. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE FND 5" DRIVE SHAFT- c0 rL3• r�j� v GATE 3' & AND NO ID N k Z zv 2R' 'L~� 4 FARM Z� ZN �• AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. CHECKED BY1 CA IN EDGE OF DITCH o lb LESS AND EXCEPT ZZ' Z2 '� Z FND 3§" I ® AT o Zti �p Z NO ID N 44°52'50" E 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER DATE: FEBRUARY 3, 2018 A DELTA 1321.29' z 1321.29' S 89°35'43" E _ 2 rr�. 46.85' THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN _ _ i ! S 89°35'43" E - - - - -- --- CONSENT OF THE SIGNING PARTY OR PARTIES. HDRZ, SCALE: 1"=100' �✓ UTILITY POLE SOUTH LINE OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST FND 5/8" IRC 18 , 17 UNREADABLE x ' LOT 2 10. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD VERT. SCALE: 49.0' PROPOSED R 3I SCHIRARD ESTATES -��- DRAINFIELD IN25°22'00" W P Z SUBDIVISION, PHASE 1 MEASURED DATA. rl' o +-620 SD FT 36.1U 3' PLAT BOOK 46, PAGE 6-7 GREEN PAOREA SEDJ11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES NOT VALID WITHOUT THE SIGNATURE L� 31�� 9 " STANDARD AND ARE IN FEET. AND ORIGINAL RAISED SEALOFA FLORIDA LICENSED SURVEYOR & GLOBAL POSITIONING SYSTEM (GPS) NOTES ,2.7 4D.7' I'y'�'� �" F ,ti ; ��, z MAPPER. COVERED COVERED 12. ELEVATIONS, IF SHOWN, ARE IN U.S. STANDARD FEET AND DECIMALS 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO PORCH M ENTRY NAVAJO GROVES Lv,:T- _- sl 03 o N THEREOF AND ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM �„ ;.� �, SHINN ROAD NAVD OF 1988, REFERENCE BENCHMARK ST. LUCIE COUNTY "BARB" WITH AN (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. PROPOSED rn _ STEPS 2318-134-0040-000-6 �_ _ o o ( ) CARPORT 11.3' 1O '� ' �i s: w ELEVATION OF 21.72'. - SEAL t tiR S!DF..i 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED d 8.0' a 240' 40T PROPO ED fr':.�,R ..Q_._._-...- o 13. THE VERTICAL TARGET ACCURACY FOR THIS BOUNDARY AND CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING / 1 O%PO ces MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. RESIDE" E TOPOGRAPHIC SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER PROPOSED MINIMUM 0.5 j FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. 20'x 2' FFE=2s.o rrcH 1�. HARLES ARNOLD 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED CONCR TE PROPOSED USING CARLSON SURVEY 2018. j50 PPRROPOSED WATER LINE 14. THE LAST DATE OF FIELD WORK WAS JANUARY 31, 2018. PROFESSIONAL SURVEYOR & MAPPER �ry� �jFLORIDA LICENSENO.4971 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS DETAIL REV!16, E8�F�R MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE 1"=50' CODE COMPLIANCE NT D ffT (F.A.C.) 5J-17-051. FND 40" CM ST. LUCIE COUNTY SHEET 1 OF 1 FIRM LB If 205 BOCV PROJECT N0. 18-504 FILE COPY NOV 21 2019 Al FLOOR PLAN NOTES: 1. INTERIOR DIMENSIONS ARE TO FINISH 2. EXTERIOR DIMENSIONS ARE TO STRUCTURE FLOOR PLAN KEYNOTES: 1. 22"x30" RO MIN ATTICACCESS 2. TYP PORCH COLUMN- 12"x12NEI" CMU, 4 #5 VERT, #3 TIE @ 16" OC. WRAP W/ 3/4" CEDAR AS NEEDED. 3. TYP PORCH BEAM- CAST CRETE 8F16-1 B/2T. 10' TOB. WRAP W/ 3/4" CEDAR AS NEEDED. WALL LEGEND ID DESCRIPTION SPECS THICKNESS ON FLOOR PLAN REINFORCED CMU WALL W/ FINISHES SEE GENERAL SPECIFICATIONS ON A-1 9" ••-, ,.. ,x * ,77777 REINFORCED CMU WALL WO/ FINISHES SEE GENERAL SPECIFICATIONS ON A-1 8" „r REINFORCED CMU COLUMN SEE FLOOR PLAN VARIES NON LOAD BEARING INT WALL SEE GENERAL SPECIFICATIONS ON A-1 4.5" LOAD BEARING 2x4 WALL SEE BRG WALL DETAIL 4.5' WINDOW/ LINTEL SCHEDULE B.O.ACTUAL OverhangID PRESSURES W H LINTEL LINTEL TYPE • MMMOM 'wl +34.4, 45.8 f7) 2 0 3 0' 8 0 CAST CREME LINTEL 8F24 12/1 FS HU' iG ITEMPERED 24 ' 0 32 0 22 --{-DH—L W2 +34.4, 37 2 3 0 5 2 8 0 CAST CRETE 1 IN FEL 8 F 2 4 1B/1 f' , HUNG EGRKS 2411 0.32 0.22 4FT+34 4, I" I ME °, 4 ;0' 8 0 T ICAS1 CRETE LINTEL 8F24 1 i/7T I uL 5 NUNG TEMPERED 24" 0.32 0:22 W4 +34 4 37 2 (2)3-0 5 2 8 0 CASs CRETE LINTEL SF24 1B/1T IDBL S.HUNG EGRESS 24 0.32 0.22 W"4`'n3i+ln&° t344, 3'72!f>s�'"' >a'f"` ua ^6•^�. CAST ARETE LINTEL Sh2416/1T D 7B,S7NC �Y J 24 032 77 CAST CRETE LINTEL SF24 1B/1T IS HUNG __TEMPERED 24 0.32 0.22 W6 +34.4, 37 2 3 0 5 2 8 0 !Z +344, 37.2 3f E Q $0 CASTCRCTELINTEL 8E241B/iT S,HUNG 24 032 0..22' W8 +34.4,-37.2 (2)4-0 5-2 8-0 CAST CRETE LINTEL 8F24-1B/11- DEL S.HUNG 24" 0.32 0.22 W9 +34.4, 45.8 (2) 4 0 5 2 8 0 CAST CRETE LINTEL 8F24 1B/1T DBL5.HUNG 24" 0.32 0.22 W10 +34.4, -45.8 3-0 5-2 8-0 CAST CRETE LINTEL 8F24-1B/1T S.HUNG 24" 0.32 0.22 rod"fs) ' ' 5 2 $-0 CAST CRETE LINTELSF24-1B/7T $.HUNG EGRESS 24" 032. 0.22'. ,IfV'' ;2-0 : W12 +34.4,-37.2 3-0 5-2 8-0 CAST CRETE LINTEL 8F24-1B/1T S.HUNG 1 124 0.32 0.22 SEE GEN NOTE 26 ---------------}La--------------- I I I I I 1 I CARPORT I I I I 6'-1/2" 8' I V6 1 3 DOG w 6 SWR HB €? . Y , t+l a ~ N 0 � e 9' 3 CU ✓(� HWH ..._ m i .e 2-6x8-0 1/2" �'Pt 3,-6„ 0 CLST N FLOOR PLAN SCALE: 1/4"= 1'-0" M.B.R SK KITCHEN DEN o °I M.B.A N Ln SWR 00 0 00 0 AREA CALCULATIONS: conditioned living area 2,413 sf carport 592 sf covered rear porch 439 sf covered front porch 256 sf total building area 3,700 sf conditioned volume 24,870 cf _— 10'-61/2" 1' 10'-61/2" 1" I 1V-61/2" I' � -------------- I FOYER BA 2 2-6x8-0 1 T_2".---------------...--- IT - L�7 ENTRY PORCH 2 3 PORCH LIVING B.R.3 0 12'-9" C 1 O C �. U � 75 �r s=LNasc ` N 0 NU 0 to o N = 0 N otj 0 r' JC'> O N 4 Q d C AG O tiQ }� N BA 3 O C C 0 yt M W l6 p y D- 0 N HB Lo p ' 00 w w Vy1 4'-3" Ld�, )� 0 I I - — — — — — — — — — — rl; St. Lucie` r E o E CLw v U o 0) U Cw O y{``I. O '� U) 22DLo E as 06m0'tt/�� 75 M + 0 cc C C CD<N ,cm O m y 0 O LL. U r C2 N LL w— C.i U W U LL W a U N_ 2 r K 0 LL ❑ W a O J W J W O Z❑ 4 0 J W aw W U W W z �/� L J � W ❑ U0 0) Q Z c� U W W U z Q = U— 9 m Z w W � ^ � ❑ J v7J W O O �2 w V 5 0 a w_ Q J W Z CalW N V y F 0 U ❑ 2 w w �a z 3 a z 0 J Q 0 I,- c E E LU � g d a O U s W N o floor plan 9/16/19 SHEET A-4 V O SITE PLAN �� Z U) M >_ W LOCATED IN SECTION 1$ TOWNSHIP 35 SOUTH RANGE 39 EAST SECTION \5 AtA �% ,- a ~ 0 > > 7 CORNER 5 ♦ n 2 Q O N N C J c 46. 0' 4 .00o FND 1` IF c m a y STREET ADDRESS ,a 17 NO ID e d� N j wu Q Q UNASSIGNED PULITZER ROAD, FORT PIERCE, FL 34945 W 0 N a W WjV ORANGE AVENUE N F o ' W wo ow w z o rc O LIl Z w �/ U_ CD o N LL ui fA WIC SITE a x vZ Cn o A' E�pppp J. MIRANDA `< QOP° N al 2 W e- 1DD PULITZER ROAD �// } 00, 2318-111-0002-000-7 r N O�2 Z W 2 > O OKEE E 772 Q ii G WHITE CITY ROAD 2 w Co � O J =� v FND 4X4" CMNO ID w ^ BEN HMARK O W O Z N ti Gj 4' FARM FENCE 'y '1 ,4 A1A 0 Y ti ELEV = 23.29' 4' FARM FENCE �' pc• LL ..� FND RAIL ROAD SPIKE 2' 1.7' OVER LINE IN CUT OUT OF \ �' SET 5/8` IRC 0.45' OVER LINE NORTH LINE OF THE SE Y4 OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST SET 5/8" IRC a� �G O J Z W C/L SHINN ROAD LS # 4971 LB # 7903 p (n Z w V- WITNESS CORNER BASE BEARING BENCHMARK �3' PRIMA VISTA BLVD. N W Z - - 1243.54'm - - 25' E OF CM 2� S 89°36'04" 1272.06' ti� ELEV = 23.72' x 2' e i hi. oo (� 2 46.136' ' 4 .0 ' °` i` 1318.06' J S 89036'04" E SET 5/8` IRC _ LB # 7903 --- EN DITCH - - - ti 2 $ $ I " NO ID IP Q. - °� 21 3� LOCATION MAP 2' 2 2 OPEN HI G. CRAWFORD XA-2h N ,I 1430 PULITZER ROAD 2317-232-0010-000-5 0' 100' zoo' aoo' 14' FACRM FENCE x2LEAR22 x22 O 5' ; �' I 2 LEGAL DESCRIPTION x II �I�3. m r THE FOLLOWING DESCRIBED PARCEL OF LAND SITUATE AND BEING IN SECTION 18, °r x x L2� A ml � TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, TO -WIT: C"Io cT I - °oo x 22 I c '' N (i) THE SE Y4 OF THE NE Ya, LESS AND EXCEPTING THEREFROM THE FOLLOWING 0 I o '9 I m <I DESCRIBED: x I ;U � 0 J. DEPALMA o 1510 PULITZER ROAD COMMENCE AT THE INTERSECTION OF THE WEST RIGHT OF WAY LINE OF NORTH ST. z III < x z w 2317-232-0011-000-2 m pi LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. 54, AND THE SOUTH LINE OF w x v I I � ziTHE NE Y4 OF THE AFORESAID SECTION 18; RUN THENCE NORTH ALONG THE SAID ° x a RIGHT OF WAY 105.5 FEET TO A POINT; THENCE TURN AND RUN WESTERLY ALONG w LEGEND &ABBREVIATIONS HELENA CHEMICAL q,� m I x IIIz THE CENTERLINE OF AN EXISTING DITCH 1,270 FEET, MORE OR LESS, TO A POINT z 1520 SHINN ROAD m x2 ? x o h NI ON THE WEST LINE OF THE SE Y4 OF THE NE Y4 OF THE AFORESAID SECTION 18; 2318-131-0002-000-9 I V) �g m III z h IW TURN THENCE AND RUN SOUTH 89.5 FEET TO THE SW CORNER OF THE AFORESAID nw A ARC LENGTH x L2' x 2� xl I SE Ya OF THE NE Ya: TURN THENCE AND RUN EAST ALONG THE SOUTH LINE OF p w coo z I 00 cn I THE SE Y4 TO THE WEST RIGHT OF WAY OF CANAL NO. 54 AND THE POINT OF A/C AIR CONDITIONER x m I N BEGINNING. BM BENCHMARK o A. O'BRIAN II m In o 1546 PULITZER ROAD `I z = I I 2317-232-0012-000-9 (ii) THE EAST 14 FEET OF THE NORTH Y2 OF THE SW Ya OF THE NE Y4 C CALCULATED FROM FIELD MEASUREMENTS x2 m I o A C/L CENTERLINE �' In > x o n > I (iii) THAT PART OF THE S Y2 OF THE SW Ya OF THE NE Y4 LYING EASTERLY OF ° Lj 22 M I of G) LINE A" AND NORTHERLY OF "LINE B"; "LINE A" BEING DESCRIBED AS; FROM THE CM CONCRETE MONUMENT o w z m 2 GO 0 x( xi =1 1- �C4 3 SE CORNER OF THE NW Ya OF THE SE Ya RUN WEST 4 FEET FOR POINT OF A CONC CONCRETE xm mo I z w BEGINNING, THENCE NORTHERLY TO A POINT 14 FEET WEST OF SE CORNER OF N Y2 DEG OR DEGREE I N = x 22' p m OF SW Y4 OF NE Y4 AND END OF SPECIFICALLY DESCRIBED LINE; AND "LINE B" Cl) m x cn (AI I R. MCCUSKER BEING DESCRIBED AS: FROM SE CORNER OF THE SE Y4 OF THE NE Y4 RUN NORTH ELEV ELEVATION xI z 2 2 2 {' I 1560 PULITZER ROAD ON SECTION LINE 105.5 FEET FOR POINT OF BEGINNING, THENCE WESTERLY TO A 00 r^ x 2� 2' I 2317-232-0015-000-0 0 ° z FFE FINISHED FLOOR ELEVATION I 2 POINT 89.5 FEET NORTH OF SW CORNER OF SE Y4 OF NE Y4, THENCE CONTINUE �0� Ix /%11�Of��%1�L %�l�i%� %/ WESTERLY ON SAME LINE TO INTERSECTION WITH AFORESAID "LINE A", AND THE i w a 4a FND FOUND I O BSET 5/8- IRENCHMARK /�/ 16' SHELL 4' FARM FENCE I �� END OF SPECIFICALLY DESCRIBED LINE. Z O °K w ID IDENTIFICATION NUMBER In NO ID // PROPOSED FND 4X4` CM Q J w x m iii PRM 0' # 205 TOGETHER WITH AND SUBJECT TO THAT CERTAIN RIGHT OF WAY EASEMENT DATED Y d LL o IP IRON PIPE SET 5/8` IRc I "' a ELEV = 21ss' DRIVE CLEAR I I 2 I� 60.00' 561.81' SEPTEMBER 6, 1968, RECORDED IN O.R. BOOK 173, PAGE 1415 OF THE PUBLIC Q 0 z a IR IRON ROD Lj N I p. U wo0 LB # 7903 xOOD Z I Iv nj FND 4X4" CM S 89°46'S1" E s RECORDS OF ST. LUCIE COUNTY, FLORIDA. J p t o 2 FIRM LB # 205 U LLJ Q o w IRC IRON ROD &CAP I o EE DETAI x 22� x �", W U U a z LB LICENSED BUSINESS xz x2~� I ~ Z W sow I Z O PROPOSED OSED x I I Q Q W w y LS LICENSED SURVEYOR x 1n x2,2 GREEN ARE IELD = o Q o 'w = 20 SG FT II GENERAL NOTES _ � NLLz M MEASURED DATA I x o 2 `� U U LL x D< <'+ C VERED 0 C VERED z z 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY AS DEFINED IN FLORIDA Z Z O xZZ o m i MON MONUMENT o 2' L" PORCH EN Y 697.9' O Q U - w o=> 0 2 In 0 > o ADMINISTRATIVE CODE (F.A.C.) 5J-17-050 AND IT'S INTENDED PURPOSE IS FOR H - w Y > > no w N&C NAIL AND CAP 9 It o / PROPOSED x IoI a o I- Z mo' �I x c PROPOSE 1 STORY CBS 3 o THE CONSTRUCTION OF A SINGLE FAMILY HOME. Q p U, Q Z y NAVD NORTH AMERICAN VERTICAL DATUM P. = 513.& CARPOR RESIDENCE I o o o o U Z - m o w o 0 3 PROPOSED MINIMUM xl IoI I-w`''- 2. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE SE Y4 U- Q Q ~ J a <<°g NGVD NATIONAL GEODETIC VERTICAL DATUM m 0 x FFE=zs.o' - _ J Z LL i O w z CONCRETE D D 2� I 2< LOT 1 OF THE NE Y4 OF SECTION 18, BETWEEN MONUMENTATION AS DEPICTED. f- Y � Q Q Zw Ora NO OR # NUMBER a I uNE ro x 2 D SCHIRARD ESTATES Z ¢ ww T 0 m OS 2• x oP I I I Z Z F- w o 0> r x 2 � old SUBDIVISION, PHASE 1 Q 0 = x z a NTS NOT TO SCALE z x w / olr m Q� PLAT BOOK 46, PAGE 6-7 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED LlJ J ILL - c� �o 0 AND SHOWN HEREON. 0- CASSENS LAND a o U U LL H- K w o00 OHP OVERHEAD UTILITIES SHINN ROAD y I m 3 x zI �o Q 2318-133-0001-000-8 x > 2 �- F_ w m Q Z Z O o o� o ORB OFFICIAL RECORD BOOK I x2 I IX0 �F 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS Z U f- }} 0 zawLL P PLAT DATA x x W aJa WHICH MAY OCCUPY LANDS OF OTHERS. p J J U F- w w m Z . x w PG(S) PAGE(S) cn I I I I w '� w m tL wz~ 'w v w x r0. 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED } Z p 0 003w PLS PROFESSIONAL LAND SURVEYOR bo I 4l FARM FENCE m I II I W ON THIS SURVEY, EXCEPT AS SHOWN. Q w V S ;o& POB POINT OF BEGINNING x x 22 6. LANDS SHOWN HEREON WERE ABSTRACTED BY THIS OFFICE FOR p p U o E, i POC POINT OF COMMENCEMENT I I �3 so.00 RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED _J 3;z� PRM PERMANENT REFERENCE MONUMENT x 2' RESTRICTIONS AND MURPHY ACT DEEDS. O J MID 2 x 2 FND NAIL & DISK 3' I I MID D° PSM PROFESSIONAL SURVEYOR AND MAPPER 22 S 89°42'39" W L`L NO ID ° 1- � z o 4.00' x 2 BENCHMARK L2' 7. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE N R RADIUS 22o LINE B ELEV. = 23.65' x "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. RLS REGISTERED LAND SURVEYOR tx O 22 ko PUMP 12111C 0165 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION sBr s790 IRC �2ti• 2' 2' _ _ - - - - 2 2 HOUSE CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. R/W RIGHT-OF-WAY # 7903 x2ti - - - - - - 8 °42'3 "W OPEN DITCH 2 DRAWN BY, CA © WATER METER 2ti xc x = x - x - x = x =�� = DITCH x = x _� _ - j x --x _ �_ - x --x-= x - �_ ��- x A 3 8. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE �blFND 5" DRIVE SHAFT p N 23' 3� v 4' FARM FENCE GATE-'S' 3' 2' 2' ti 3 , �, AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. CHECKED BYI CA & AND NO ID iv k 2 2 2 2 CLEAR 2 tK 1 2 IN EDGE OF DITCH o `` q♦ LESS AND EXCEPT 22' +' � FND %- I ® AT ao o ti 10 2 NO ID N 44°52'50" E 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER DATEI FEBRUARY 3, 2018 0 DELTA 1321.29' _ _ z _ 1321.29' S 89°3643" E - 2 - 46.85' THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN UTILITY POLE S 89°35'43" E SOUTH LINE OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST FND 5/8" IRC 18 17 - CONSENT OF THE SIGNING PARTY OR PARTIES. HORZ. SCALE: 1"=100' UNREADABLE x LOT 2 VERT, SCALE: 3� SCHIRARD ESTATES 10. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD DRAINFlELD 49.0' PROPOSED N 25°22'00" W =- 2 SUBDIVISION, PHA 1 MEASURED DATA. ��- it' I o +-s2o sa FT 36.10' '�`3' I PLAT BOOK 46, PA 6 7 PROPOSED NOT VALID WITHOUT THE SIGNATURE GREEN AREA I�o� N E 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES C�31�� `I ° 1 STANDARD AND ARE IN FEET. AND ORIGINAL RAISED SEALOFA GLOBAL POSITIONING SYSTEM (GPS) NOTES 7 �, FLORIDA LICENSED SURVEYOR& 12.7 40.7' U � MAPPER. COVERED COVERED € zo ,�. = f4 12. ELEVATIONS, IF SHOWN, ARE IN U.S. STANDARD FEET AND DECIMALS 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO PORCH ENTRY NAVAJO GROVES a o 00 w N d THEREOF AND ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM a, SHINN ROAD O O •� r:? (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. PRoposEo STEPS 2318-134-0040-000-6 w 'o U y U (NAVD) OF 1988, REFERENCE BENCHMARK ST. LUCIE COUNTY "BARB" WITH AN CARPORT 11.3' Y = y = cn 06 ELEVATION OF 21.72'. -- SEAL 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED 8.0' Cc ° o C a > 13. THE VERTICAL TARGET ACCURACY FOR THIS BOUNDARY AND CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING zao' aa.7 i STORY CBS v a) at m MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. PROPOSED MESMUM E v) cod TOPOGRAPHIC SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER 20'x 2' FFE=26.0 S o a Q - j FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED CON TE pROPOSED _ Q C ARLESRRl�OLD Q N PROFESSIONAL SURVEYOR & MAPPER USING CARLSON SURVEY 2018. T5o' PRoposeD WATER LINE w -o yc ` 14. THE LAST DATE OF FIELD WORK WAS JANUARY 31, 2018. WELL LL V FLORIDA LICENS NO.4971 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS DETAIL cn 3 r SCANNED RINTED ATE MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE' ' (F.A.C.) 5J-17-051. FND 4x4` CM p St. Lucie COun p � � SHEET 1 OF 1 FIRM LB # 205 PROJECT N0. 18-504 LEFT ELEVATION SCALE: 3/16"= 1'-0" RIGHT ELEVATION SCALE: 3/16"= 1'-0" REAR ELEVATION SCALE: 3/16"= T-0" 6/12 GENERAL SPECIFICATLQNai 1. ROOF: 5V METAL OVER 30# FELT OVER 5/8" CDX PLY OVER PE WOOD ROOF TRUSS AS PER FRAMING PLAN. 2. EXTERIOR WALL: STUCCO OVER 8x8x16 CMU W/ #5 VERT REBAR @ 48" OC @ 16" OC- CONT BOND BEAM TOP (2) COURSES W/#5 REBAR EA COURSE- 1/2" OR 5/8" GWB OVER R4.1 FOIL INSULATION OVER 3/4" FURRING STRIP. 3. INTERIOR NON LOADBEARING WALLS: 1/2" OR 5/8" GWB OVER 3 5/8" 25 GA METAL STUD OR 2x4 @ 16" OC. 4. CEILING: 1/2" OR 5/8" GWB OVER WOOD PE TRUSS BOTTOM CHORD. 5. EXTERIOR SOFFIT: STUCCO & LATH PER GEN NOTE 34 OVER FRAMING W/ VENTS AS PER ATTIC VENTILATION CALCS. 6, PORCH CEILING: STUCCO & LATH OVER FRAMING OR PINE T&G PER GEN NOTE 34. 7. INSULATION: R20 SPRAYFOAM @ CONDITINED ROOF DECK, & ATTIC SEPARATING KNEE WALLS @ PORCHES. PROVIDE ACCESS HATCH TO CONNECT ATTIC SPACES. 9. DEFFERED SUBMITTALS: ROOF TRUSSES, SITE PLAN, DUCT LAYOUT .FRONT PORCH -LEFT f 58 SPI 1501 56SIl 11 16 LF' 1'6 LF FRONT PORCH RIGHT 55 SF 150 56 SI 1 16 LF 16 LF REAR PORCH 10131 SF 150 990 51 8 ' 108 LF - i4 LE PRODUCT APPROVAL AFFIDAVIT GLASS ITEM TYPE IDi BUILDINGDiaz PRODUCT.• TYPE 5 MFR MODEL. DOOR GLASS SWING AIL 55, 55 IMPACT Thermal Tru any: FL 12334.3 DOOR SOLID SWING AIL 50,-55 N/A Therma Tru any FL 12334,11 WINDOW S. HUNG ALL 50-70 IMPACT PGT SH-5500 '- FL 239.7 WINDOW MULLION AI L - 79.6 N/A PGT 125"x3.25"x.100" NOA 17-0630.01 -31 1 field, 74 7 field, - ROOf1(11G•= METAL IM`J�i,;i MP AL.L 8Q8 edge 176 edge N/A SUNLAST 5v crimp NOA 15-0212.07 L'IDas per door & window schedule, or all meaning worst case of all similar items of that type. 2. If building dp are left blank- see door & window schedule or design pressure chart. 3. This affidavit Is only to verify product's compliance with wind loads. 4. Unless products are specifically submitted for verification by contractor, they are assumed. 5. If glass type is not specified more than'impact', may use any of the impact glass type in the Install instructions to achieve the stated building design pressures. i 6. If fasteners is left blank, may use any of the specified attachment methods In the install instruction matching structure provided to achieve the stated building design pressures. 7. 1 have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provision.. ^ LINTELAS PER WINDOW/DOOR r. SCHEDULE ^,. DOOR & WINDOW BUCKAS PER GEN NOTE 26.2 FLASHING AND SEALING AS PER GEN NOTE 26.7 WINDOW FRAME WI FLANGE, ATTACH TO MASONRY/CONC AS PER MFR SPECS HiWind MASONRY SILL BY CASTCRETE EXT INT TYP OPENING BUCK DETAIL SCALE: V= 1'-0" SLOPE AS PER ELEV ROOF/ UNDERLAYMENT/ SHEATHING AS PER GENERAL SPECS - METAL DRIP EDGE TBD BY ROOFING CONTRATOR PE TRUSS AS PER FRAMING PLANS - INSULATION AS PER GENERAL SPECS SEE FRAMING CONNECTOR; METAL DRIP OVER PT WOOD DRIP OVER 2x8 CEDAR FASCIA TO TRUSS ENDS W/ (2) #1Ed NAIL, 5" TRUSS HEEL EXTERIOR SOFFIT AS PER GENER 1L SPECS — LINTELS AS PER DOOR/WINDOW/LINTEL SCHEDULE WALLAS PER GENEllItAL SPECS GENERAL SPECS: A-1 GENERAL NOTES: N-1 WALL REF AS PER GENERAL SPECS & GEN NOTE 16.8. DOWELS PER GEN NOTE 17.2 FOOTING AS PER FOUNDATION PLAN & FOOTING SCHEDLE- REINFORCEMENT AS PER FOOTING SCHEDULE GRADE AS PER SITE PLAN TYP WALL SECTION SCALE: 1/2"= T-0" SHEETINDEX A-1 elevs A-2 foundation plan A-3 framing plan A-4 floor plan N-1 general notes T DESCRIPTION NEW CONSTRUCTION OF A 1 STORY RESIDENCE ON A VACANT LOT. ZONING INFORMATION: parcel id: 2318-131-0001-000-2 AG-5 (unincorporated St Lucie County) flood zone: X UTILITY INFORMATION: gas: none sewage: septic potable water: well AREA CALCULATIONS: conditioned living area 2,413 sf carport 592 sf covered rear porch 439 sf covered front porch 256 sf total building area 3,700 sf conditioned volume 24,870 cf hr •°rE ,cd +,_- SEE BRG LEGEND & ELEVATIONS CLG AS PER GENERAL SPECS & FLOOR PLAN MASONRY BOND BEAM & REF AS PER GENERAL SPECS INTERIOR MONO W SOG/FILUCOMPCTION AS PER FOUNDATON PLAN AND GENERAL NOTES 17 E ° V d Y E Q - y y C ° a") C OWN. O to c ,0 cis C C 2 y p Lo E p - Q 7 + CL �t �✓ M` c m o V CIDM N co ;M :a E N 0)U = a)� W a) L n y V Y VQI + ® 0 U n Cc LL LL O w U w 'o rZ o. U LL U W o. N N 0 LL °w O >J W U W LO 3 U p Z M a W U 9 01,11,1111,1110 � Li -0 Z W Wu) 1 ❑ LL Z �^\' W ❑ Y N +r a U - /•1 LMQL x J W t 9 `/ Z = rn Ln x Z 0 w a U 2 up N LL vi 0 w m F LU W O U F a t elevs 9/16/19 SHEET A-1 _.........--,e/ 9 ?. h. �C1S P. LIEe7 AR97108 LrQ -cclyrr� FILE CO y NQV at NA El E1 E2 E3 E4 E5 E6 E7 E- L1 L2 L3 L4 L5 L6 L7 L6 L9 L10 L11 L12 S EX EXL FL FA JB SD TV ELECT PLAN SCALE: 3/16"= T-0" .ECT PLAN LEGEND 120V DUPLEX RECEPTACLE 120V GFCI DUPLEX RECEPTACLE 120V RECEPTACLE recessed for tv 240V RECEPTACLE 120V GFCI DUPLEX RECEPTACLE w/ water protected box 240V RECEPTACLE- gene backfeed w/ panel lockout 120V RECEPTACLE -floor ELECTRIC FOR LABLED APPLIANCE RECESSED CAN LIGHT FLUSH MOUNT CLG LIGHT FLUSH LED STRIP LIGHT VANITY WALL LIGHT SHOP LIGHT CHANDELIER LIGHT PENDANT LIGHT UNDER CABINET LIGHT EXTERIOR WALL SCONCE WALL MOUNT READING LIGHT EXTERIOR MOTION DETECTOR LIGHT RECESSED CAN LIGHT- wet location LIGHT SWITCH EXHAUST FAN- vent to roof if vented soffit, soffit if unvented EXHAUST FAN WITH LIGHT- vent to roof if vented soffit, soffit if unvented FAN/ LIGHT COMBO FAN W/O LIGHT JUNCTION BOX SMOKE/CO2 DETECTOR- interconnected, hardwired w/battery TELEVISION CABLE GEC TO CWR LIFER, INTERSYSTEM NEW UNDERGROUND ELECT PLAN NOTES: 1. SEE GENERAL NOTES 27 ON N-1. 9 GGI PPP PI AM A (r:m mnTP 97 A INrll 1 inimrq At I PPCFPTA(tl PS IN I AI INf1Pv Pnr)M WASHER, 4S, DINING 4TION Y A LISTED ECTION OF NEW METER aQ aQ WIRE SIZE STY ELECTRICAL ELECTRICAL RISER DIAGRAM SCALE: N.T.S. Electric Load Calculation 220.12 General Lighting Load 3 valf? of floor area, including unused space adaptable for future use Floor Area „' 2433 ftv 7,239 va Basement Floor Area = °t ft' va 220.52(A) Small Appliance Load 15DO va for each 20 amp branch circuit required per 210.1(C)(1) in EACH kitchen, pantry, breakfast room, dining room, or similar areas. # of5mall Appliance Branch Circuits O2 ,1500 ve = 3,000 vs 220.52E) Laundry Load # of Laundry Branch Circuits O, 1500 va = 1,500 va Total General Lighting & Appliance Load= 11,739 va 220.42 Lighting Load Feeder Demand Factors 220.54 220.55 220.51 First 3000 or less at wo96 3,000 va From 3001to 120,000 at 35% 3,059 va Remainder over a2o,000 at 2S46 va Total Lighting Demand Load= a va Electric Clothes Dryers city a e Electric Drys r#1 5 00. kw 5,000 w Cityn4 Electric Dryer#2 it. w Electric Cooking -Ranges, Stove Tops and Wall Ovens Qty kw OlY kw Ory kw Electric Cooking Demand L ,ad=w Fixed Electric Space Heating Loads or Air Conditioning Load: Fixed Electric Space Heat#a e=?;.,,10:0 kw AC#a/Geo ' 16 SEER. 4'I,m 5.1 kva Fixed Electric Space Heat #z r - kw AC#2/Geo - kva Fixed Electric Space Heat#3 & r, kw AC#3/Geo kva Fixed Electric Space Heat #4 = ,a„ . i. kw AC#4/Geo kva Fixed Electric Space Heat #5 kw AC#5/Geo kva Total Heat & AC Lo.id = 15,078 va 1 Nameplate� 11 0�0. 1 I n 220. 14 Appliance load --Dwelling Units @v Description va(watle) 1 Wote Heater 300 I 1 iilshwashc>,r 0$'OQI Z Ref iperator 1A40 1 Nucrowav6 11580. Total Connected Appliance L,,.,d = 4,520 va 220.53 Appliance load --Dwelling Units Total Appliance Demand L ad 3,39g,;.. va 220.50 Motor Loads @ 120 Volts city Description va(watts) Oty Description valwaus) �. 8F4Cy Pop}1SR4 F.t{lflr o - 0 0 Total Motor L,ad = 1,601 va 430.24 Several Motors or a Molor(s) and Other Load(s) 25%of Largest Motor Load = 141 va Total Motor Demand LOad=1„^.., 'va TOTAL CALCULATED DEMAND LOAD In Volt amperes = 39,169 va TOTAL CALCULATED DEMAND LOAD in AMPS @1201240V 1ph0W =•amps EXISTING SERVICE SIZE � t AMPS MINIMUM SERVICE SIZE AMPS SERVICE SIZE REOUESTIAD g �00lamps Note: Electrical contractor to verify accuracy and completeness of load calculation. • vv•�va� • •v•• . vraw . rr... SCALE: 1/4"= 1'-0" FILE r c w U ono'- � =a c.�v o1 .3 yc9 i—�7 m = � tC V � N m N N+ T Y O U LL U `� U U W K a U LL D w a N N x F LL W (L 0 J W > W ZO Q ❑ W J t3 > W aC) W a' U z Y // U ® VJ ZW 6 Z � a W U J � ® :L r�Jr NC\5 P. LIEe�� ( \ ��. A{297108 :0 y, \ PY m NOV 21 xur CAST-CRETE LINTEL DIAGRAM --- F = FILLED WITH GROUT I U = UNFILLED - QUANTITY OF #5 FIELD ADDED REBAR AT BOTTOM OF U-LINTEL CAVITY FOR t f GRAVITY LOAD 8F16-1 B/1 T I I NOMINAL WIDTH - QUANTITY OF #5 FIELD ADDED REBAR AT TOP OF NOMINAL HEIGHT COMPOSITE U-LINTEL FOR UPLIFT LOAD _ U- LINTEL MIN. (1) REO'D 1,112" CLEAR FIELD PLACED C.M.U. S J @Q 2 y 0 —GROUT N z ,� k----- #5 FIELD ADDED REBAR AT • BOTTOM OF U-LINTEL CAVITY 17-518"ACTUAL' — BOTTOM REINFORCING PROVIDED IN U-LINTEL 8"NOMINAL WIDTH (SEE REINFORCING SCHEDULE) .2x8 RIDGE BOARD, ATTACH EA RAFTER W/ S. A35 ROOF PLAN SCALE: 3/32"= T-0" 3" BRG W/ S. HETA 20 2x8 RAFTER @ 24" OC CMU BEAM CMU COLUMN ENTRY PORCH DETAIL SCALE: 1/4"= V-0" CONNECTION (CXN)SCHEDULE ACTUAL ACTUAL REACTIONTRUSS CONNECTED ELEMENTS . UPLIFT GRAVITY CONNECTOR ID p Pa t , w "le A k SURERa iv'., truss 1 CoI h. valley truss to ea supporting truss truss Co -1 - -- ._.-..`_-.._—. -- A01 I truss 1. Connector ID references the connector (CO) schedule. 2. All loads are checked by architect, loads left blank were checked but are not required to be listed. 3. Actual loads listed In this schedule are worst case,actual may be lower than listed but never higher. 4. If'connected elements' contains 'truss', reference loads in truss package. If no reaction points specified use connector for all nesessary points. CONNECTOR (CO) 56RULE ACTUAL ACTUAL ALLOW ALLOW CONNECTED ELEMENTS UPLIFT GRAVITY UPLIFT GRAVITY CITY MFR MODEL C0=1 "- 1 . P -1810 '.' ° -Ili H?TA�`0 To truss w/ (9) 10d x 1.5" Cv 2 c03. 2035� 2500� 2 i Simpson simpspn HETA 20 HETA2O� iso sr gle ply cuss w/ (10) 10o x to multi ply in ussv,/(12)16d '� —--�— -- r�/(u).25 x 225 cepton. Totruss w/HSTM C0 4 missed or r dsplacod co-1 11 /5 �simpson IH'SM20 20. ] o cone w/ (4) 2S x 2,25 tapcon To truss cal HSTM "CO-5 missed ormisplaCfcf co -I f�,v � � 2350 i - Simpson H`SMZO 20� '. - To valley truss be w/ (3) 10d x 11 5". To supporting CO-4 370 1 Simpson VTCR ti uss tc w/ (4 ) 10d «ti ��a d 1� p 4h,° - 4 rrr¢ Z ply (22) 10d nails W/ 5/8 I TR epcxInd 12 ntt) bond I CO 5 8",) w ,IwhrnSf�'^° 3965 a''., Simpson MGT beam 1. Refer to connection CXN schedule for connector locations. 2. Gravity/uplift loads reference connection schedule ID, 3. 'truss' listed as a load means to reference loads in truss package. 4. Pconnected elements' contains'trusss', reference loads in truss package. If no bearing points specified use connector for all nesessary points. 5. Vconnected elements' is left blank, see connection schedule. 6.'QTY' referes to the number of connectors used per per ea connection (connected elements). If qty left blank, refer to drawings. 7. All loads are checked by architect, loads left blank were checked but are not required to be listed. S. Actual loads listed in this schedule are worst case, actual may be lower than listed but never higher. DECORATIVE 8"x8" OA BEAM, USE MULTI 2x8 PLYS AS NEEDED W/3/4" CEDAR WRAP. TAPCON EA END & CENTER TO CONC W/ (2) 1/4" W/ 1.5" EMBED FRAMING PLAN NOTES: -REFERENCE PE TRUSS LAYOUT BY MFR FRAMING KEYNOTES: 1. OVERFRAMED VALLEY RAFTER- 2x8 @ 24" OC / r / I / CMU BEAM / I CMU BEAM, SEE FLOOR PLAN 2x8 CAT BLOCKING — -- Q — q II II II II I I I;I II II II II I II II II I� CLG 10 0 LI it II II cLc 10.0' CLG VAULTED CMG 10 0" II iI Lth II II ' I1-' II ____ REFLECTED CEILING PLAN SCALE: 1/8"= 1 -0" (ER 30# FELT OVER 1/2" \ \ I BRACE NEEDED \ \ \ \ I \ � I XX X,v . \\ -- — —— _------__—� \ LI I \\ I I I \ II I \ I — — — — — — — — — — — — — — y V E 00 E aw a W to d C _ 0 V _ �q. .— O a V) L +� CD C E-o NmLo^ + m O C co V m N O M 0<CCD E 04 cm N ~ Y D C J O co C J (LO LL U. V U O a U LL W !n N F 0 LL W 0 w w 0 0 Z Q 0 w J > W cs w K U W 7 ��//�� L J w 3 V 0 ai =¢ Z N;t M U a W ® LL m � yy z W LL � LL N Ii LJCP^� Z ® o. 0 N _ w_ Q J W 0 Z o cow y r z z 0 0 w Q U O Z W w w 0 0 z g o. of z w rn w 0 vi 0 J J Q F z LU 0 U W Q 0 O framing plan 9/16/19 SHEET A-3 ROOF FRAMING PLAN SCALE: 1/4"= V-0" FILE COPY NpV � 1 Z019 A FLOOR PLAN NOTES: 1. INTERIOR DIMENSIONS ARE TO FINISH 2. EXTERIOR DIMENSIONS ARE TO STRUCTURE FLOOR PLAN KEYNOTES: 1. 22"x3O" RO MIN ATTIC ACCESS 2. TYP PORCH COLUMN- 12"x12"x8" CMU, 4 #5 VERT, #3 TIE @ 16" OC. WRAP W/ 3/4" CEDARAS NEEDED. 3. TYP PORCH BEAM- CAST CRETE 8F16-1B/2T. 10' TOB. WRAP W/ 3/4" CEDARAS NEEDED. LVITU9lt"3eid1Ill ID DESCRPTION SPECS THICKNESS ON FLOOR PLAN REINFORCED CMU WALL W/ FINISHES SEE GENERAL SPECIFICATIONS ON A-1 9" REINFORCED CMU WALL WO/ FINISHES SEE GENERAL SPECIFICATIONS ON A-1 8" REINFORCED CMU COLUMN SEE FLOOR PLAN VARIES NON LOAD BEARING INT WALL SEE GENERAL SPECIFICATIONS ON A-1 4.5" LOAD BEARING 2x4 WALL SEE BRIG WALL DETAIL 4.5" WINDOW/ LINTEL SCHEDULE ACTUAL B.O. NOTESID PRESSURES W H LINTEL LINTEL TYPE W1. +34.4,45.8 (2)2-0 3 0: 8 0 -': CAST CRETE LINTEL 8F24 1B/1T DBL S HUNG: TEMPERED : 24'0:22 W2 +34.4, 37.2 3-0 5-2 8-0 CAST CRETE LINTEL 8F24-1B/1T SAUNG EGRESS 24'' 0.32 0.22 ' 40' 8-0 CAST CRETE LINTEL8F241B/1T- DIS.HUNG TEMPERED 24' 032 0.22 W4 +34.4,-37.2 (2) 3-0 5-2 8 0 CAST CRETE LINTEL 8F24-18/17 DEL SAUNG EGRESS 24" 0.32 0.22 4-0' 8.0 CAST CRETE LI�NtELSF24-1B/1T DIS.HUNG �.. 14" '. 0.32'.-. 0.24: W6 +34.4, -37.2 3-0 5 2 8-0 CAST CRETE LINTEI.8F24-1B/1T S.HUNG TEMPERED 24" 0.32 0.22 W? +34.4, 8-0 CAST CRETE LINTEL 8F24-18/1T S.HUNG 24` 0.32 0,22 DBI.. S HUNG )4.r032 0.22 W8 +34.4, 37 2 (2)4-0 5 2 8 0 CAST CRETE LINTEI 8F24 1B/1T "E`+34.4,45.8 (2)4-0 52r� 80_ CAST CRETELINT EL8F24-1B/1T DBLSHUNG _ 24` >032 0.22 W10 +344, 458 3-0 52 80 BAST �REIE 1'N lEL Sr2418/11 S4UIV6 r 1 74 032 022 +34 4,37 2 3-0 $ 2' S 0 --- — CAST CRETE LINTEL 86-4 1B/1T 5 HUNG EGRE$}; 24 032 0.22 W12 +34.4, -37.2 3-0 5-2 8-0 ICASTCRLF, LINTE13F24-16/1-F IS.HUNG 24" 0.32 0.22 SEE GEN NOTE 26 --—————————————————————————— I I I I I I I CARPORT 6'-1/2" W6 ` 02 DOG w SWR � HB ro rr a J OIL 3 I 0: I CU HWH � ii rr — 1 I I.� - 9...__..._I 2-8x8-0 1 /2" 0 CLST �n FLOOR PLAN SCALE: 1/4"= V-0" III DEN SK SK 0 mK' - ° M.B.A N V1 SWR BA 2 2-6x8-0 FOYER 1 T-2" 11' ENTRY PORCH 3 2 5—�-----------', —k PORCH 2-axe-0 2-6x8-0 B.R.2 0 m .o SK SK W2 I I I I 0 AREA CALCULATIONS: B.R.3 0 BA 3 conditioned living area 2,413 sf carport 592 sf covered rear porch 439 sf covered front porch 256 sf total building area 3,700 sf conditioned volume 24,870 cf HB E o N O. v C U G� O = CL v1 — t r p C Q` �+ O. C CA wxo��7 CO � C E N y `=� a)N d U) + ❑ O U m (`0 LL. U. L� (.7 U W 0 U LL W x 0 0 LL ❑ W a 0 J W W ❑ Z Q ❑ W J J W a❑ W U Ld Z VJ W O � i Z M U a W U N z � � LL m /A n/ LL '� z o W ^ y(J LL ❑ J M`7 Y� ^+ W O O }, L O a F- J LU C Z y F x z 0 w a U O Z Z W w z a i a z 0 ❑ ~ y E z LU 8 � a O U a a W N � o O floor plan 9/16/19 SHEET FLOOR PLAN NOTES: 1. INTERIOR DIMENSIONS ARE TO FINISH 2. EXTERIOR DIMENSIONS ARE TO STRUCTURE FLOOR PLAN KEYNOTES: 1. 22"x30" RO MIN ATTIC ACCESS 2. TYP PORCH COLUMN-12"x12"x8" CMU, 4 #5 VERT, #3 TIE Q 16" OC. WRAP W/ 3/4" CEDARAS NEEDED. 3. TYP PORCH BEAM- CAST CRETE 8F16-1B/2T. 10' TOB. WRAP W/ 3/4" CEDARAS NEEDED. WAI I I FrFNfI THICKNESS ON FLOOR ID DESCRIPTION SPECS PLAN REINFORCED CMU WALL SEE GENERAL SPECIFICATIONS ON A-1 9" .., W/ FINISHES .K r REINFORCED CMU WALL WO/ FINISHES SEE GENERAL SPECIFICATIONS ON A-1 8' REINFORCED CMU COLUMN SEE FLOOR PLAN VARIES NON LOAD BEARING INT WALL SEE GENERAL SPECIFICATIONS ON A-1 4.5" 7777777777 LOAD BEARING 2x4 WALL SEE BRG WALL DETAIL 4.5" WINDOW/ LINTEL SCHEDULE B.O.ACTUAL ID PRESSURES w H LINTEL LINTEL TYPE NOTES W1 +344, 45.8 ; (2)2-0 3-0 8 0 ICAST CRETE LINTEL8F24 18/1T DBL SHUNG TEMPERED W2 +34.4, -37.2 3-0 5-2 8-0 CAST CRETE LINTEL SF24-113/11 SS"HUNG EGRESS +43 ,4,-37.2 130 4-0 80 CAST CRETE LINTEL 8F241B/1'i _ DBL STUNG TEMPERED W4 +34.4, 37.2 (2) 3 0 5-2 8 0 CAST CRETE LINT -IL 81`24 1B/l FIB'._ 5 HUNG EGRESS W5 ''+4,4, 37.2 3-0 40 8.0 CAST CRETE LINTEL SF24113/11 DBtSHUNG W6 +34.4, 37 2 3 0 5 2 8 0 CAST CRETE LINTEL 8F24 18/11 SHUNG TEMPERED W7 +34.4, 37.2 3-0 4.0 80 CAST CRETE LINTEL 8F241B/11 S.HLING _}— W8 +34.4, -37.2 (2) 4-0 5-2 8-0 CAST CRETE LINTEL 811 DEL SHUNG W9 +34.4, -45.8 ; (2) 4 0 j 5-2 8-0 CAST CRETE LINTEL 8F24 113/1 DEL S.HUNG W10 +34 4 45 8 3 0 5 2 8 0 ICAST CRETE LINTEL 8F24 1B/1 SHUNG +344 '�7,2°r�''� o e�• 52 4 CAS(CRETI� EI 4113/11 SHUNG EGRESS W12 +34.4,-37.2 3-0 5-2 8-0 ICAST CRETE LINTEL 8F24-1B/1-I" SHUNG SEE GEN NOTE 26 LINTEL SCHEDULE Ky; +32.8 35 0 30 ft CAST C;E ,l!••E1 "E , s T„" S. SW(NC 271." S DELI"t5 +32.8, 35.0 3-0 6-8 IC.AST CRETE LINTEL 8RF14-1B/1T IS.SWINC., 1 LITE GLASS PANEL I > I-350 16-C 68 E`"/`STi;f?�TEL'f\TEL':$RH.4W�Rf T 2PANEL GEN NOTE 26 1' 10'-10" L4 -6 1' 10'-10"_ 1' — — — — — — — — — — — — — — — — — — — — — — — — — — — ,I — I I I I I I I I I I I I � I o I I I I I I I 3' 10'-61/2" 1' 1 /2" 1' 1V-61/2" 24'_8" I ' _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — I I I CARPORT I I I I I I I m I N I I PORCH I I I I U-1/2" _ - _ 8' - V-81/"' 1/2" 12'-41/2" _ -- _11-21/2"_ �--- 6'-1" I I INSI 6 T WS ,: ,:.. k ..,� x; ;�i, D2 r°.. > 'v'<..i .�., s✓rx�,. '>, P'�y. .;,< .. a^ � � � �; <:�� •.e.� >y DOG w SK NI •- SWR 81 HB 7 I 3 KITCHEN �I tl N F1 _J Ip a i i H > I� F- I VING v oo o 1 0 00 a CU .. HWH � tL N X x ..._...T -9 11-2' .........-.------- -- 6 ......—. ... .. ._...._.......................... 75-1/2" -------- '�`,R-.�_ 211" ............... ....... .... ... 12'-9 _ .._.-... ... .. ---- II 2-8x8-0 = N �, m .. 10'-11/2" " w^: 8'_B" — 8 111_211 9 I) 1� 6�� 3- _- - - � N BA 2 1 � 12�_9,� � .: Ix X VO x x, 4 � � 2-6x8-0 8- 8-0 � CLST � � � N N DEN a 2-&8-0 r" ° R.3 a a 8' 8 1/2" T-4" "e — 1 SK SK x I e it w 9 a. a r o ro x °i M.B.A it o, M.B.R N 2-8xg-0 FOYER 13.1111.2 m BA 3 ,u ------__:._.. _.....___..,..--14,------- — ............. T'Z.1/2 ........._...... .._........3 2 ^ . � ------ 12-5" X-+��.. _.6.-4.1/2 ... .._.._...- ^--5---._--�`t %5'' He a SWR a� n I P r. v r.<5r .. •i ..D1 3 W1 7t-21/2" 1131/2 11t_2„ I II II I I 4,_3„ I II I II I f II ENTRY PORCH II II I II I I I I BO I I II I 3 2 I II I I --_— u r ----- 59'-4" FLOOR FLAN SCALE1/4"= V-0" M d n - E 0 E Q. w o U N 4) C = Q o �r O = rA (6 +. C CQ 3 0.00dam'• m N (0@ 7 C m M N m o E N d C U CIO N LL U. U 4 U U W K a U W m N H O 0 ❑ a 0 w ❑ w 0 w Wa W z LO w ® �VIJ Q V U w a W U _j z ® Z) LL m u Z w W �/^1 ❑ LL N i� V / z NJ O ® N +_ a U — � � a z c N V N F 0 U O Z F a w w z z z a z w z z w O U w Q ❑ floor plan 9/16/19 SHEEN A- OF STRUCTURAL_ DESIGN: SOIL BEARING: 2500 psf (assumed) WIND: 156mph (ultimate), risk category 2, exposure C, wind borne debri region, .18 enclosed design FROST DEPTH: 12" THE STRUCTURAL DESIGN APPROACH FOR MASONRY, ROLLED STEEL, AND LIGHTWEIGHT STEEL IS WORKING STRESS DESIGN. THE DESIGN APPROACH FOR REINFORCED CONCRETE IS ULTIMATE STRENGTH DESIGN. THE DESIGN SERVICE LOADS ARE AS FOLLOWS: ROOF LIVE LOAD ROOF DEAD LOAD ROOF WIND LOAD CEILING DEAD LOAD WALL W I N D LOADS FLOOR DEAD LOADS FLOOR LIVE LOADS FLOOR LIVE LOADS < 24.12 P F slo a 4.12 15 PSF sloe 20 S 15 PSF TC (SEE DRAWINGS) 10 PSF BC SEE DRAWINGS 15 PSF TC, 5 PSF BC SEE BELOW Uninhabitable attics without storage 10 psf Uninhabitable attics with limited storage 20 psf Habitable attics and attics served with fixed stairs 30 psf Balconies (exterior) and decks 40 psf Fire escapes 40 psf Guardrails and handrails 200 lb Guardrail in -fill components 50 plf Passenger vehicle garages 50 psf Rooms other than sleeping room 40 psf Sleeping rooms 30 psf Stairs 40 psf WIND PRESSURES fa COMPONENT AND CLADDING LOADS... FROM TABLE FBC R301.2(2) ZONE EFFECTIVE WIND AREA (SF) 156 1 10.0 19.8 -31.1 1 20.0 18.0 -29.8 1 50.0 15.8 -28.5 1 100.0 13.9 -27.6 2 10.0 19.8 -54.4 Roof > 7 to 27 degrees 2 20.0 18.0 -49.7 2 50.0 15.8 -43.6 2 100.0 13.9 -39.7 3 10.0 19.8 -80.8 3 20.0 18.0 -74.7 3 50.0 15.8 -68.2 3 100.0 0 13.9 -63.1 4 10.0 1 34.4 37.2 4 20.0 32.8 -35.0 4 50.0 30.7 -33.3 4 100.0 29.2 -31.1 Wall 4 500.0 25.6 -27.6 5 10.0 34.4 -45.8 5 20.0 32.8 -42.3 5 50.0 1 30.7 -38.4 5 1 100.0 1 29.2 -35.0 5 1 500.0 1 25.6 -27.6 1.29 adjustment factor WALLS _L_ _lAi- e m ¢+ c -,::: 4x10" GABLE ROOFS 0510" " , i p 10`<0545° GABLE ROOFS 10° <0 s 45° Note: a-4fwinallcam. . .. i.-, , a' i�Qi a ,� I '4 10°<0530° HIP ROOFS 10°<0530' GENERAL NOTES- residential 1. CODE COMPLIANCE: 1.1. This project was designed under the following codes. The construction documents cannot reference all of the codes require for the construction of this building. By submitting these construction documents for permit or commencing work, the contractor, hereby agrees to comply with all local, state, and federal regulations having jurisdiction over this project,and to comply with all governing codes, including but not limited to, the most current editions as adopted by the state of Florida, of the following: 2017 FBC: RESIDENTIAL, 6th ad 2017 FBC: ENERGY CONSERVATION, 6th ad 2014 NATIONAL ELECTRIC CODE 2. ALL GENERAL NOTES 2.1. THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. THESE DRAWINGS, IN CONJUNCTION WITH OTHER SUBMITTALS, REPORTS, OR WRITTEN INSTRUCTIONS BY ARCHITECT OR CONSULTANTS, SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION DOCUMENTS. 2.2. THE FOLLOWING GENERAL & SPECIFIC NOTES SHALL APPLY EQUALLY TO ALL CONTRACTORS, SUBCONTRACTORS, AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS. 2.3 GENERAL E ERAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF DRAWINGS AND ADDENDUM'S TO ALL SUBCONTRACTORS ON THE JOB AND COORDINATE THEIR WORK. ANY DISCREPANCIES AND/OR CONFLICTS IN THE DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY INSTALLATION. FAILURE TO DO SO WILL BE THE ENTIRE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY COSTS ARISING TO CORRECT THE DISCREPANCY AND/OR CONFLICT SHALL BE BORNE BY THE RESPONSIBLE PARTY. 2.4. NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL BE MADE IN THE FIELD WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECTAND BUILDING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPARE REVISION IN ACCORDANCE WITH THE CHANGE. APPROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. 3. ARCHITECT & CONTRACTOR RELATIONSHIP 3.1. UNLESS CONTRACTED DIRECTLY BY CONTRACTOR; THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL RELATIONSHIP, THE ARCHITECT IS AN AGENT OF THE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMENTS FOR PERMIT, THE CONTRACTOR ACKNOWLEDGES THAT THEY ARE COMPETENT, UNDERSTAND THE DOCUMENTS, AND ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS, THEY ARE ACCEPTING LIABILITY THAT MAYARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR'S INCOMPETENCY TO UNDERSTAND THE CONSTRUCTION DOCUMENTS, IT IS NOT THE ARCHITECT'S ERROR OR OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES MENTIONED, THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTAND AND ADHERE THE BLDG CODES NO DIFFERENT THAN THE ARCHITECT. 4. WORKMANSHIP: 4.1. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES. 6. 5.1. COORDINATION: GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORN FOR ALL TRADES. 5.2. A DRAWING MAY INADVERTENTLY OMIT SOME RELATED ITEM FROM ANOTHER DRAWING. THIS DOES NOT MEAN THAT THE SECONDARILY OMITTED ITEM IS NOT REQUIRED IN SO FARAS IT AFFECTS THE TRADES. ALL TRADES SHALL INCLUDE EVERYTHING NECESSARY FOR ACOMPLETE AND PROPERLY FUNCTIONING CODE - ACCEPTABLE PROJECT, UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATED AS BEING PROVIDED BY OTHERS AS "NIC" (NOT IN CONTRACT). 6. ABBREVIATIONS: 6.1. SEE ABBREVIATION LIST FOR DEFINITIONS WHICH ARE USED IN THESE DRAWINGS AND SPECIFICATIONS. 7. CONDITIONS NOT DETAILED: 7.1. CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO PERFORM THE WORK. EVERY CONNECTION, CORNER, FLASHING, ETC. MUST BE RESOLVED, NOTIFY ARCHITECT IF CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT DETAILED/SPECIFIED BY ARCHITECT. IF DRAWINGS HAVE A DETAILED SPECIFICATION FOR A CERTAIN PRODUCT, CONTRACTOR MAY REQUEST A SUBSTITUTION APPROVAL BY ARCHITECT. IF DRAWINGS HAVE A GENERIC SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL BY ARCHITECT. 8. VERIFY SITE INFORMATION: 8.1. CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AND ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL CONDITIONS. SHOULD ANY CONDITIONS AFFECTING THE WORK BE DISCOVERED BY THE CONTRACTOR, HE IS TO NOTIFY THE ARCHITECT IMMEDIATELY. CONTRACTOR SHALL VERIFY THAT EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE STRUCTURAL DESIGN. 9. PRIOR TO ANY EXCAVATION WORK: 9.1. THE CONTRACTOR IS REQUIRED TO LOCATE ANY AND ALL UTILITIES IN OR UNDER CONSTRUCTION, AND MAKE LRE-ROUTIN AS ACCEPTABLE TO GOVERNING ARRANGEMENTS FOR THEIR LEGAL G, AGENCIES, AUTHORITIES, TALL AFFECTED UTILITY COMPANIES AND INFORM THEM O UTILITIES AND OWNER. CONTAC F THE IMPENDING CONSTRUCTION, AND OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIES. 10. DIMENSIONS: 10.1. DIMENSIONS ON ARCHITECTURAL DRAWINGS MAYBE "ROUGH" OR "FINISH." SEE PLANS FOR REQUIREMENTS. ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED DIMENSIONS. NOTES TAKE PRECEDENCE OVER GRAPHICS. CONTRACTOR TO VERIFYALL EXISTING CONDITIONS FOR WORK TO EXISITING BUILDINGS. 11. HEIGHT ELEVATIONS: 11.1. BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATION 0'-0" (BUILDING ELEVATIONS MAY BE NOTED AS "BLDG EL. _" OR "EL. _" OR "AFF. _") ANY ELEVATION NOT OTHERWISE DESIGNATED AS.A SITE ELEVATION IS ON ANY PLANS OTHER THAN THE SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION. SITE ELEVATIONS MAY BE BASED ON THE SURVEY, WHICH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHT AS A REFERENCE DATUM. SITE ELEVATIONS MAY BE NOTED AS: "SEL _" OR "_ NAVD" OR "+X.X' ". CONSULT ARCHITECT FOR ANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING. 12. AMBIGUITY: 12,1. IN THE EVENT OF ANY AMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS, THE ARCHITECT SHALL INTERPRET THE CONSTRUCTION DOCUMENTS. 12.2. IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DRAWINGS, CONSULT WITH ARCHITECT. 13. FLORIDA PRODUCT APPROVALS/ SUBMITTALS / SHOP DRAWINGS: 13.1. THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE (NOA) / PRODUCT APPROVALS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLEAT TIME OF INSPECTION. EVEN E THE CONTRACTOR MAY CHANGE TO A DIFFERENT PR MEETS IF THE ARCHITECT PROVIDES THESE RAC PRODUCT THAT M S THE SAME OR HIGHER BUILDING DESIGN PRESSURES, SOME JURISDICTIONS WILL REQUIRE A REVISION. IF THERE IS A DISCREPANCY BETW THE FASTENING OF PRODUCTS, ACCORDING TO MFR INSTALLATIONAND ARCHITECT'S SPECS, VERIFY W/ARCHITECT. 13.2. SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERALCONFORMANCE TO CONSTRUCTION DOCUMENTS. ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS ATJOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRiCATION PROCESSES/TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES, AND FULL COMPLIANCE WITH CONSTRUCTION DOCUMENTS. 14. GENERAL STRUCTURAL 14.1. ONCE SIGNED & SEALED BY ARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THAT THE CONSTRUCTION LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED. DOCUMENTS MEET THE O Q CE . 14.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS PROCEDURES AND SEQUENCES OF CONSTRUCTION. PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE T THE NECESSARY PROFESSIONAL SERVICES RESPONSIBILITY OF THE CONTRACTOR O EMPLOY O VICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS, TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO RESIST ALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION PHASE LOADS. 14.3. THE CONTRACTOR IS TO VERIFYALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATIONAND STARTOF CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS. 14.4. SPECIFIC PRODUCT DATAMUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE ROOFS OR STONE ON RAISED FLOORS. 15. CAST -IN -PLACE CONCRETE 15.1. ARCHITECT OR ENGINEER OF RECORD TO BE NOTIFIED IN WRITING PRIOR TO POUR, TO GIVE ARCHITECT THE OPTION TO INSPECT THE REINFORCEMENT FOR OVERHEAD BEAMS AND SLABS 15.2. CONCRETE PROPORTIONING, PLACING, FINISHING AND CURING SHALL BE AS PER THE LATEST EDITION OF THE PCA MANUAL. LEAVE SUPPORT FOR ELEVATED CONCRETE IN PLACE UNTIL THE CONCRETE HAS REACHED ITS DESIGN STRENGTH: -OVERHEAD SLABS AND BEAMS TO BE 4000 PSI CONCRETE MIN UNO -COLUMN AND WALL CONCRETE TO BE 3000 PSI CONCRETE MIN LINO -FOOTINGS AND SLAB -ON -GRADE TO BE 3000 PSI CONCRETE MIN UNO -AUGERGAST PILE TO BE 5000 PSI CONCRETE MIN LINO 15.3. CONCRETE, WHEN PLACED, SHALL HAVE SLUMP OF 6 INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR SLABS ON -GRADE WHICH SHALL HAVE MAXIMUM SLUMP OF 5INCHES AND A MINIMUM OF 3 INCH. 15.4, COMPLY WITH ALL REQUIREMENTS OF ACI 117-10, ACI 318-14, ACI-315 15.5. ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE60 STEEL; WELDED WIRE MESH TO ASTM A-185. ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI DETAILING MANUALAND THE CONCRETE REINFORCING STEEL INSTITUTE. DON'T SPLICE IN MIDDLE 1/3 OF BEAM OR COLUMN SPAN, IF A SPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMENT LENGTH/LAP DISTANCE IF NOT NOTED VERIFY W/ ARCHITECT 15.6. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE. 15.7. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. PERFORM CURING OF THE CONCRETE BY CURING AND SEALING COMPOUND, BY MOIST CURING, BY MOISTURE RETAINING COVER CURING OR BY COMBINATION THEREOF. 15.8. SEE THE DRAWINGS FOR CONCRETE COVER FOR REINFORCING STEEL, BUT IN NO CASE SHALL THE COVER BE LESS THAN THAT REQUIRED BYAC1318: -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH; 3" -CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER, 1 1/2" INCHES; #6 BARS AND LARGER, 2" 15.9. CONCRETE SLAB ON GRADE CONTROL JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN OR TYPICAL DETAILS. WHERE CONTROL JOINTS ARE NOT SHOWN ON PLANS, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY KEYED, DOWELED OR SAW -CUT CONTROL JOINTS SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 260 SQUARE FEET. POST -TENSIONED CONCRETE SLABS ON GRADE SHALL NOT HAVE CONTROL JOINTS UNLESS SPECIFICALLY NOTED ON THE PLANS. EXPANSION JOINT FILLER SHALL BE NON -EXTRUDED PREMOLDED MATERIAL OF ASPHALT IMPREGNATED FIBERBOARD (ASTM D1751) 15.10. CONSTRUCTION JOINTS OR POUR JOINTS IN STRUCTURAL ELEMENTS (BEAMS, COLUMNS, ELEVATED SLABS, ETC.) NOT SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS REQUIRE PRIOR APPROVAL OF THE ARCHITECT. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING PROPOSED JOINTS TO ENGINEER FOR APPROVAL. 15.11. ALL CONCRETE SHALL UTILIZE A MINIMUM OF 20%FLYASH CONTENT. 15.12. VERTICALAND HORIZONTAL REINFORCLIMENT SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. PLACE VERTICAL REINFORCING BARS AT CORNERS, JAMBS OF OPENINGS, BELOW BEAM BEARING, AND IN WALLS AS INDICATED ON THE DRAWINGS. VERTICAL WALL REINFORCING BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PERACI 318 OR FBC UNO. -TIES/STIRRUPS TO STARTATA DISTANCE FROM SUPPORT OF 1/2 TIE SPACING 15.13. NO HOLES, CHASES, OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT ARCHITECT'S APPROVAL. 16. CONCRETE MASONRY: 16.1. CMU DESIGNED AND TO BE IN ACCORDANCE ACI 530-13/ASCE 5-13/TMS 402-13, "BUILDING CODE REQ FOR MASONRY STRUCTURES", "COMMENTARY ON BUILDING REQ FOR MASONRY STRUCTURES". 16.2. MASONRY STRENGTH (fm DESIGN) UNO: -BLOCK STRENGTH = 1900, ASTM C90 -MORTAR STRENGTH = 1800, TYPE S -GROUT STRENGTH = 2000 16.3. GROUT SHALL HAVE A SLUMP OF 8 TO 11 INCHES, BE IN CONFORMANCE WITH ASTM C 476-02 AND ATTAIN A COMPRESSIVE STRENGTH OF 3000 PSI. GROUT SHALL CONFORM TO REQUIREMENTS OF FLBC STANDARDS. USE SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT SEGREGATION. ALL CELLS IN CONCRETE BLOCKS CONTAINING REINFORCING SHALL BE FILLED SOLID WITH GROUT. ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID. HOLD GROUT DOWN 1-1/2" BELOW TOP OF BLOCK AT GROUT LIFT JOINTS AND AT CONCRETE PLACED OVER MASONRY. 16.4. CONCRETE MASONRY UNITS SHALL BE PLUMB, TRUE TO LINE, WITH LEVEL COURSES ACCURATELY SPACED AND BUILT TO THE THICKNESS AND IN A RUNNING BOND AS INDICATED AND CONFORMING TO THE TOLERANCES SPECIFIED IN ACI 531.1 AND 530.1. 16.5. REINFORCING BARS SHALL BE PLACED IN THE MIDDLE OF THE CELLS UNLESS NOTED OTHERWISE AND TIED OR OTHERWISE SECURELY SUPPORTED ATTHE TOP AND BOTTOM TO ENSURE THATTHE BAR DOES NOT MOVE DURING GROUTING. 16.6. MORTAR DROPPINGS AND OTHER DEBRIS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. 16.7. CONTROL JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH THE LOCATIONS AND DETAILS SHOWN ON THE DRAWINGS. CONTROL JOINTS SHALL NOT EXTEND THROUGH THE TOP BOND BEAM COURSE. THE JOINTS ON BOTH SIDES OF THE WALL SHALL BE SEALED AND TOOLED SMOOTH. 16.8. WALL REINFORCEMENT: VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SPECIFIED ON THE DRAWINGS. DESPITE IF SHOWN ON DRAWINGS- PLACE VERTICAL REINFORCING BARS AT CORNERS, EA CELL WITHIN 16" OF CORNER, JAMBS OF OPENINGS, EA CELL WITHIN 16" OF JAMBS FOR OPENINGS WIDER THAN 12', BELOW BEAM BEARING, BELOW GIRDER TRUSS BEARING, AND IN WALLS AS INDICATED ON THE DRAWINGS, IF NOT SPECIFIED IN TEXT ON DRAWINGS USE #5 @ 48" OC. WALL REINFORCING BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. 8" TOLERANCE ALLOWED FOR WALL REINF SPACING. SEE DOWEL NOTE 17.2 BELOW. 16.9. REINFORCED MASONRY LINTELS SUCH AS CAST CRETE TO BE INSTALLEDAS PER MFR INSTRUCTIONS. USE #6 BOTTOM FIELD BAR IN LIEU OF #5 FOR ALL OPENINGS WIDER THAN 12'. LINTELS TO HAVE 4" MINIMUM BEARING. CONTINUOUS REINF ACROSS COLUMNS. IF SPECIFIED, CA LINTEL LENGTH IS +/-AS LONG AS MIN BRG IS MET. DOOR/WINDOW LINTELS CAN BE DEEPER(TALLER) THAN SPECIFIED BUT NOT SHORTER. 16.10. UNO HORIZ JOINT REINFORCEMENT @ 16" OC IN MASONRY WALLS IS SUGGESTED BUT NOT REQUIRED TO CONTROL CRACKING, 16.11. BOND/TIE BEAMS/LINTELS- CONTINUE REINFORCING BARS CONT (UNINTERRUPTED) AROUND ALL CORNERS, OVER OPENINGS, ACROSS WALL INTERSECTIONS, THROUGH TIE COLUMNS, AND UP/DOWN AT CHANGES IN BOND BEAM ELEVATION. 16.12. ALTERNATE WINDOW SILL: 4"H MIN x 8"W CAST CONC W/ (1) # 5 EXTENDED 4" INTO FILLED JAMB CELLS. 17. FOUNDATIONS: 17.1. BUILDING AREA TO BE STRIPPED/GRUBBED OF SURFACE DEBRISNEGITATION. FILL TO BE CLEAN GRANULAR & UNIFORMLY COMPACTED TO 95% DENSITY (ASTM D 1557) AND MEASURED IN 12" LIFTS, AT DISCRETION OF CONTRACTOR OR BLDG INSPECTOR, ARCHITECT RECOMENDS SOIL TO BE TESTED BY GEOTECH ENGINEER TO ENSURE MINIMUM SOIL BEARING PRESSURE CAPACITY & RECOMEND SITE PREP. 17.2. DOWEL VERTICAL REINFORCING BARS OUT OF THE FOUNDATION OR STRUCTURE BELOW WITH BARS OF THE SAME SIZE AND SPACING OF WALLABOVE. THERE SHALL BE A DOWEL FOR EACH VERTICAL REINFORCING BAR. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. For #5: MINIMUM 30" LAP W/ 10" HOOK UNO. SEE WALL REINFORCEMENT NOTE 16.8 ABOVE. FOR MISSED EMBEDDED DOWEL, EPDXY EMBED W/ 1/8" OVERSIZED HOLE DIA., 6" EMBED W/ CLEAN HOLE. 17.3. BUILDING SLABS -ON -GRADE TO BE REINFORCED WITH 6x6 10/10 WWF MIN WITH MESH UP CHAIRS OVER 6- MIL MINIMUM POLYETHYLENE FILM VAPOR RETARDER OVER TERMITE TREATED COMPACTED GRADE UNO. SUGGESTION TO PROVIDE DIAGONAL 36" #4 REBAR ATALL INSIDE 'REENTRANT'CORNERS. 17.4. CONTINUOUS FOOTINGS, STEM OR MONOLITHIC, TO BE REINFORCED CONTINUOUS, WITH LAPS AS PER E STATED DEVELOPMENT LENGTH IF NOTED OR 48x BAR DIAMETER MIN UNO. 30" MIN CORNERS BARS TO MATCH LONGITUDINAL REBAR. 17.5. SUGGESTION TO PROVIDE A4-INCH MEDIUM TO COARSE SAND OR GRAVEL COMPACTED DRAINAGE FILL BELOW ALL INTERIOR SLABS -ON -GRADE. 17.6. SOILAND SUBGRADE IS TO BE TERMITE TREATED. 17.7. SLAB FINISHES UNO: -MAIN BUILDING: STEEL TROWEL FINISH -GARAGE: STEEL TROWEL, THRESHOLD: LIGHT BROOM -DRIVEWAY, DRIVEWAYAPRON, PORCHES/PATIOS: LIGHT BROOM 17.8. GARAGE, AND ALL EXTERIOR HARD SURFACES TO SLOPE AWAYFROM BLDG MIN 1/8"/FT. 17.9. CONCRETE PADS FOR VIBRATING EQUIPMENT SUCH AS PUMPS OR MOTORS TO BE SEPARATED FROM HOUSE SLAB WITH A MINIMUM OF AN ASPHALT EXPANSION JOINT. 17.10. RECESS SGD & GARAGE DOOR THRESHOLDS 3/4% VERIFY EXACT DIMENSIONS WITH SUPPLIER/MFR. 17.11. COLUMN/WALLAND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OT HERWISE. 17.12. SLOPE GRADES AWAYFROM BUILDING ON ALL SIDES A MINIMUM OF 6" OVER 10% 4:1 SLOPE MAX. 18. STRUCTURAL STEEL: 18.1. ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A 36 AND THE "SPECIFICAT ION FOR THE S UC S DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN F E INSTITUTE OF STEEL CONSTRUCTION. ALL STEEL PIPE SHALL CONFORM TO ASTM A=03, TYPE ( y = 35 KSI). 18.2. ALL SHOP CONNECTIONS TO BE WELDED AND FIELD CONNECTIONS TO BE BOLTED UNLESS OTHERWISE SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. ALL WELDING IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE". USE E70XX ELECTRODES UNO. 18.3. ALL STEEL TO RECEIVE ONE SHOP COATAND ONE FIELD TOUCHUP COAT OF APPROVED PAINT. 18.4. ALL BOLTED CONNECTIONS SHALL CONSIST OF ASTM A325 HIGH STRENGTH BOLTS AND HARDENED WASHERS AS SHOWN ON THE STRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL CONFORM TO THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 18.5. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A36 OR A307 (THREADED ROD). 18.6. SUBMIT SHOP DRAWINGS FOR REVIEW OF CONFORMANCE TO DESIGN CONCEPT. 18.7. GROUT FOR COLUMN BASE PLATES SHALL BE NON -SHRINK GROUT 5000 PSI MINIMUM. 19. LIGHT GAGE METAL STUDS & MISC. METAL FRAMING: 19.1. ALL LIGHT GAGE METAL INTERIOR STUDS SHALL BE G90 GALVANIZED 25 GA MINIMUM. USE 20 GA STUDS WHERE HEAVY LOADS ARE HUNG FROM SUCH AS TV'S OR WALL CABINETS. ALL WALL TRACKS SHALL BE 25 GA. 20. HVAC: 20.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF UNITS, DUCTS, RETURN AIR GRILLES AND SUPPLY GRILLES ETC SHALL BE DETERMINED BY HVAC LICENSED CONTRACTOR AND APPROVED BY THE ARCHITECT. IF LAYOUT/SIZING IS PROVIDED HVAC CONTRACTOR TO VERIFY. 20.2. PROVIDE MANUFACTURED CONCRETE PAD AND BRACKETS RATED FOR SPECIFIED WIND LOAD FOR CONDENSING UNIT. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURER'S SPECIFICATIONS. 21. WOOD FRAMING 21.1. ALL STRUCTURAL (LOAD BEARING) LUMBER SHALL BE S.Y.P. OR DOUGLASS FIR, GRADE #2, KID 19% (Fb FOR LUMBER SIZES NOTED TO BE IN CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT TABLE 4B), AND SHALL CONFORM TO THE NATIONAL GRADING RULE FOR DIMENSION LUMBERT INSPECTION BUREAU AND , HE SOUTHERN PINE THE SOUTHERN FOREST PRODUCTS ASSOCIATION. ALL NON -LOAD BEARING FRAMING LUMBER (INTERIOR WALLS) TO BE #2 S.P.F. OR BETTER. 21.2. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE AND/OR MASONRY TO BE PRESSURE TREATED. ALL WOOD EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND TO BE PRESSURE TREATED TO 0.80 CCA. 21.3. SPLICING FOR MULTI -PLY HEADERS/BEAMS/COLUMNS: -2x4- 10d COMMON NAIL @ 6" OC EACH LAYER STAGGERED. -2x6- 2 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x8.3 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x10- 4 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2xl2- 5 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -LOCATE SPLICES OVER BRG SUPPORTS. GLUE BETW LAYERS. USE 16D IF 1/2" PLY SPACER USED 21.4. LAMINATED TIMBER ELEMENTS (BENTS, BEAMS, DECK, ETC., AND ANCILLARY ACCESSORIES, FASTENERS, ETC.: -FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER) -SPECIALTY ENGINEER MAY SUBMIT CONNECTION DETAILS FOR BENTS AND BEAMS AND FASTENING MODE AND INTERVALS FOR DECK. (CONNECTIONS FOR BEAM -ENDS TO RESIST ROTATION.) 21.5. GLUE -LAMINATED BEAMS (GLULAM) SHALL BE DOUGLAS FIR COMBINATION 24F-V4 AT SIMPLE SPANS AND 24F-V8 AT CANTILEVER SPANS HAVING THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 190 PSI, Fc (PERPENDICULAR) = 650 PSI, E = 1,800,000 PSI, FABRICATION AND HANDLING SHALL CONFORM TO THE LATESTAMERICAN INSTITUTE FOR TIMBER CONSTRUCTION (AITC) AND ASTM STANDARDS. BEAMS SHALL BEAR AN APPROPRIATE GRADE STAMP CLEARLY NOTING ITS DESIGN PROPERTIES. UNLESS CAMBER AND TOLERANCE IS SPECIFICALLY NOTED ON THE DRAWINGS, BEAMS SHALL BE MANUFACTURED WITH INDUSTRY STANDARD MINIMUM CAMBER OR UPWARD TO SPAW200. ERECT WITH CROWN OR CAMBER UP. IN HEADER CONDITIONS (BEAM BUILT INTO WALL) CRIPPLE FRAMING ABOVE HEADER SHALL MAINTAIN CAMBER. HEADER BEAMS MAY HAVE ZERO CAMBER, PROVIDED CRIPPLE FRAMING ABOVE HEADER IS BUILT WITH MINIMUM CAMBER STATEDABOVE. 21.6. LAMINATED LUMBER AND T' JOISTS AND RAFTERS SHALL BE INSTALLEDAS PER MANUFACTURER'S INSTRUCTIONS. 21.7. END STUDS OF EXTERIOR FRAME WALL OR DESIGNATED INTERIOR SHEAR WALLS TO ATTACHTO CONC WALL W/ .25" x 3.25" TAPCON @ 16" OC/8" ENDS. FOR INTERIOR BRG WALLS USE 1/4" x 2.75" TAPCON @ 32" OC/8" ENDS. 21.8. ALL WOOD NAILING AS PER FBC R 602.3 UNO. 22. PLYWOOD SHEATHING: 22.1. ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING. INSTALL PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON THE PLANS. 22.2. UPPER PANELS TO BE ATTACHED TO THE TOP MEMBER OF THE UPPER DOUBLE TOP PLATE AND TO RIM JOIST AT BOTTOM OF WALL. PROVIDE BLOCKING FOR ALL EDGE NAILING OVER LENGTH OF PLYWOOD 22.3. FOR EXTERIOR AND INTERIOR SHEAR WALLS USE 1/2" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6" FIELD, 6" EDGE, 4" EDGE WITHIN 4' OF CORNERS. 22.4. FOR ROOF USE 5/8" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6" FIELD, 6" EDGE, 4" EDGE WITHIN 4' OF EAVES/RIDGES/GABLES. 22.5. FOR SUBFLOOR USE 3/4" PLYWOOD AND 2.5 #8 SCREWS & GLUE OR 8d RINGSHANK GALV NAILS & GLUE. SPACE FASTENERS 6" FIELD, 6" EDGE. 22.6. FOR ATTIC FLOOR USE 5/8" PLYWOOD AND 6d RINGSHANK GALV NAILS. SPACE NAILS 12" FIELD, 12" EDGE. ONLYALLOWED WHERE TRUSS ENGINEERING SPECIFIES. 23. PETRUSSES: ABBREVIATIONS: 23.1. FIELD VERIFY WITH ARCHITECT EXACT LOCATION AND CONFIGURATION BEFORE MODIFYING EXISTING TRUSSES. DO NOT CUT ANY FRAMING MEMBERS OR TRUSSES WITHOUT EXPRESS WRITTEN AUTHORITY AS ANCHOR BOLT FROM THE INEARCHITECT. A/C AIR CONDITIONER 23.2. FIELD VERIFYFY DIMENSIONS S OF NEW PRE-ENGINEERED TRUSSES PRIOR TO CONSTRUCTING. AHU AIR HANDLING UNIT 23.3. CONTRACTOR TO SUBMIT THE TRUSS ENGINEERING TO ARCHITECT TO REVIEW FOR ADHERENCE WITH AT ACOUSTICAL TILE DRAWINGS PRIOR TO CONSTRUCTION. ARCHITECT'S SEAL WILL NOT BE APPLIED. 23.4. TRUSS CONFIGURATION DRAWN ARE SCHEMATIC ONLY, HOWEVER THE SUPPORTING STRUCTURE HAS B.M. BENCH MARK BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL BM BEAM FINAL LAYOUT MY MFR. EXACT TRUSS WEB, CHORD SIZES AND LAYOUT ARE TO BE DETERMINED BY THE BC BOTTOM CHORD MFR. TRUSS MFR TO DESIGN ANY PERMANENT BRACING REQUIRED FOR STABILITY. BILK BLOCK 23.5 U ALL TRUSSES FURNISHED SHALL BE SUPPLIED WITH SIGNED AND SEALED TRUSS DIAGRAMS PROVIDING THE MFR'S TRUSS SPECIFIC REQUIREMENTS FOR BRACING AND LATERAL MOVEMENT. ALL TRUSS -TO- BOTT BOTTOM TRUSS CONNECTORS TO BE SUPPLIED BY THE TRUSS MFR. VERIFY THAT THE CAPACITY OF THE TRUSS gp BOTTOM PLATE ANCHORS CALLED OUT ON THE CONSTRUCTION DRAWINGS MEET OR EXCEED THE UPLIFT VALUES ON THE TRUSS ENGINEERING. ANY TRUSS ANCHORS CALLED OUT THATARE.OF INSUFFICIENT CAPACITY CJ CONTROL (CONSTRUCTION) JOINT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR SUBSTITUTION. CL CENTER LINE 23.6. BRACE BOTTOM CHORD AS PER MFR SPECS, IF NOT PROVIDED, PROVIDE CONTINUOUS 'RAT RUN' CLG CEILING LATERAL BRACE PERPENDICULAR TO BC 2x4 @ 12' OC (2) 12d NAILS EA BC. CLR. CLEAR 23.7. PREFABRICATED WOOD TRUSSES, JOISTS, AND GIRDER TRUSSES SHALL BE DESIGNED TO SUPPORT CMU CONCRETE MASONRY UNIT THEIR SELF -WEIGHT, PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. INCLUDING, BUT NOT LIMITED CO CONNECTOR TO, WALLS EITHER PARALLEL OR PERPENDICULAR TO THE SPAN, ALL MECHANICAL AND OTHER COL COLUMN EQUIPMENT, AND SHALL DESIGNED TO RESIST ALL DRAG FORCES, SHEARWALL UPLIFT AND DOWNWARD CONC CONCRETE LOADS, AND OTHER SPECIAL LOADS NOTED ON STRUCTURAL, MECHANICAL, PLUMBING, OR CONT CONTINUOUS ARCHITECTURAL DRAWINGS OR CALCULATIONS. MINIMUM ALLOWABLE SHEAR SHALL BE 95 PSI, CU CONDENSING UNIT OR COPPER BRIDGING SIZE AND SPACING SHALL BE AS DESIGNATED BY TRUSS MFR UNLESS NOTES OTHERWISE. CW COLD WATER CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ERECTION DRAWINGS AND DESIGN CALCULATIONS CXN CONNECTION SEALED BY REGISTERED ENGINEER. SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICBO APPROVAL. THE MFR SHALL DESIGN D NAIL SIZE (PENNY) CONNECTION OF TRUSS REQUIRING PREFABRICATED HARDWARE HANGER OR OTHER. DF DRINKING FOUNTAIN 23.8. FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE DIA DIAMETER AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER). SPECIALTY ENGINEER MAY SUBMIT DIM DIMENSION PREFERRED CONNECTION AND OTHER DETAILS IF DIFFERENT FROM SAME ON DRAWINGS FOR DISP DISPOSAL APPROVAL. DN DOWN DR DRYER 24. CONNECTORS/FASTENERS: DTL DETAIL 24.1. CONNECTORS BY SIMPSON OR APPROVED SIMILAR TO BE HDG OR ZMAX COATED IF UNEXPOSED TO DW DRIVEWAY WEATHERAND TO BE STAINLESS STEEL IF EXPOSED TO WEATHER UPON COMPLETION. 24.2. UPLIFT CONNECTORS MAY BE SUBSTITUTED WITH CONNECTORS WITH >_ THE DOCUMENTED UPLIFT 'E' EXISTING VALUE IS >_ SPECIFIED CONNECTOR. UNLESS SPECIFIED UPLIFT CONNECTORS ARE NOT REQUIRED ON EA EACH LOADBEARING WALLS THAT ARE NOT SUBJECT TO UPLIFT OR SHEAR. SPACE NAILS AT STRAPS AS TO EJ EXPANSION JOINT NOT SPLIT WOOD, USE MINIMUM NAIL QTY REQUIRED BY MFR. IF MULTIPLE FASTENER OPTIONS USE EL BUILDING ELEVATION EITHER UNLESS SPECIFIED BY ARCHITECT. ELECT ELECTRICAL ELEV ELEVATOR OR ELEVATION 26. DOORS AND WINDOWS: EW EACH WAY 26.1. INSTALL OVERHEAD DOORS (INCLUDING BUCKS), EXTERIOR DOORS, AND WINDOWS AS PER MFR'S EWC ELECTRIC WATER COOLER SPECIFICATION/PRODUCT APPROVAL. EWH ELECTRIC WATER HEATER 26.2. PT 1x BUCK: ATTACH TO MASONRY/CONC W/ADHESIVE & RECESSED 3/16"x2" MIN TAPCON OR 6D CASE EXP EXPOSED HARD NAILS OR T NAILS @ 17/3" END. ATTACH TO MASONRY/CONC W/ADHESIVE & RECESSED 3/16"x2" EXT EXTERIOR MIN TAPCON OR 6D CASE HARD NAILS OR T NAILS @ 12"/4" END. PT 2x BUCK: ATTACH TO MASONRY/CONC EXTG EXISTING W/ADHESIVE & RECESSED 1/4"x3 1/4" MIN TAPCON @.8"A" END. 26.3. MIN OVERHEAD DOOR BUCK: 2x6 @ SIDES TO FILLED CELL W/ WEDGE ANCHOR @ 24" OC MIN, 12" FROM F1 FOOTING #1 ENDS. WEDGEANCHOR TO BE 1/2" x 6" W/ 2" x 1/8" WASHER. 2x6 @ TOP TO LINTEL W/ 1/4" x 2.75" FA FASTENER TAPCONS STAG @ 24" OC. FD FIELD (FLOOR) DRAIN 26.4. CONTRACTOR TO VERIFY THE FOLLOWING WITH MFR/SUPPLIER PRIOR TO CONSTRUCTION: FIE FIRE EXTINGUISHER -ROUGH OPENING DIMS, EGRESS COMPLIANCE (FBC R310), SAFETY GLASS COMPLIANCE (FBC R308.4) FF FINISH FLOOR 26.5. CONTRACTOR TO FIELD VERIFY OPENINGS BEFORE ORDERING DOORS/WINDOWS. FIN FINISH 26.6. DOORS BETWEEN GARAGE & RESIDENCE TO BE 20 MINUTE FIRE RATED OR 1-3/8" THICK SOLID WOOD AS FIR FLOOR PER FBC R 302.5.1. FP FIRE PROTECTION 26.7. FLASHING AS PER FBC R703.4 AND REFERENCED FMA/AAMA DOCUMENTS. EPS EXPANDED POLYSTYRENE 26.8. GLASS TO HAVE: LOW-E, U-FACTOR s 0.4, SHGC s 0.25 FTG FOOTING 26.9. SIZES ARE NOMINAL AND CAN VERY+/- 2" IN SIZE IF EGRESS IS NOT EFFECTED. FT FOOT (OR FEET) 27. ELECTRICAL & LIGHTING NOTES GALV GALVANIZED 27.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF CIRCUITS, RECEPTACLES, FIXTURES, AND GFI GROUND FAULT INDICATOR EQUIPMENT, SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR AND APPROVED BY THE GSF GROSS SQUARE FEET ARCHITECT. IF LAYOUT/SIZING IS PROVIDED ELECTRICAL CONTRACTOR TO VERIFY. GWH GAS WATER HEATER 27.2. ALL 120V 15AAND 20A DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT TYPE. GWB GYPSUM WALL BOARD 27.3. PROVIDE AFIC AS DETERMINED BY NEC 210.12 OR FBC R 3902. 27.4. PROVIDE GFIC AS DETERMINED BY NEC 210.8 OR FBC R 3902. HB HOSE BIB 27.5. ALL EXTERIOR OUTLETS TO BE GFIC WITH WEATHER TIGHT PROTECTIVE COVER. HC HOLLOW CORE 27.6. SMOKE ALARMS SHALL BE HARD WIRED, INTERCONNECTED, W/ BATTERY BACKUP PER FBC R314. HDG HOT DIPPED GALVANIZED 27.7. CARBON MONOXIDE ALARM TO BE INTEGRAL WITH SMOKE ALARM AND COMPLY WITH FBC R315. HORIZ HORIZONTAL 27.8. PROVIDE POWER RECEPTACLE & LIGHT, WHEN ATTIC CONTAINS AHU OR HAS STORAGE AREA. HW HOT WATER HWH HOT WATER HEATER 28. PLUMBING: 28.1. PLANS ARE SCHEMATIC. ACTUAL LOCATION, MATERIAL, AND SIZE OF PIPES, DRAINS, AND VENTS SHALL IN INCH BE DETERMINED BY LICENSED PLUMBER AND APPROVED BY THE ARCHITECT. IF LAYOUT/SIZING IS INT INTERIOR PROVIDED PLUMBING CONTRACTOR TO VERIFY. 28.2. SEPTIC & DRAIN FIELD IS SCHEMATIC, EXACT LAYOUT/SIZING SHALL BE BY LICENSED SEPTIC JT JOINT CONTRACTOR AND ADHERE TO 64E-6, F.A.C. 28.3. NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL INTEGRITY OF THE BUILDING. MAX MAXIMUM MEP MECH/ELECT/PLUMB 29. ROOF PENETRATIONS: MFR MANUFACTURER 29.1. VERIFY ALL REQUIRED ROOF PENETRATIONS FROM HVAC, PLUMBING, ELECTRICAL, AND OTHER MIN MINIMUM DRAWINGS. PROVIDE ALL NECESSARY PENETRATIONS WITH REQUIRED ACCESSORIES TO PREVENT MO MASONRY OPENING MOISTURE INTRUSION AND RETAIN STRUCTURAL STABILITY, IN ADDITION TO THOSE INDICATED ON THE MW MICROWAVE ROOF PLAN. CONSULTARCHITECT IF ROOF PLAN CONFLICTS WITH ANY REQUIRED ROOF PENETRATIONS. NIC NOT IN CONTRACT 30. NTS NOT TO SCALE NSF NET SQUARE FEET 31. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 31.1. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 1, L-1 LINTEL #1 31.2. FINISHES TO COMPLY WITH THE BELOW FIGURES AS PER FBC R302.9 - 302.10 LF LINEAL FOOT 31.3. INSULATION FLAME SPREAD: <25, INSULATION SMOKE DEVELOPED: <450 31.4. WALUCLG FLAME SPREAD: <200, WALUCLG SMOKE DEVELOPED: <450 CA OVERALL OC ON CENTER 32. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: OAS OR APPROVED SIMILAR 32.1. WEATHERING: NEGLIGIBLE, TERMITE AREA: VERY HEAVY PL PROPERTY LINE OR PLATE 33. MISC: PLY PLYWOOD 33.1. ROOF SYSTEM & FLASHING AS PER MFR INSTRUCTIONS. PT PRESSURE TREATED 33.2. GUARDRAILS AS PER FBC R312. PVC POLYVINYL CHLORIDE 33.3. STAIRWAYAS PER FBC R311.7. 33.4. MEP SYSTEMS V+ BFE, AS PER FBC R322.1.6. R RADIUS 33.5. MECHANICAL APPLIANCES TO BE PROTECTED IF INSTALLED ON FLOOR IN GARAGE AS PER M1307.3.1. RIA RETURN AIR USE 2" DIA x 36"H PIPE W/ COLLAR BASE, ATTACH COLLAR TO SLAB W/ (4) 1/4" x 2.25" TAPCON. RCB REINFORCED CONCRETE BEAM 33.6. CAULK BOTTOM OF SOLE PLATE AT GARAGE COMMON FRAME WALL. RCC REINFORCED CONCRETE COLUMN 33.7. IGNITION BARRIER NOT REQUIRED FOR SPRAY FOAM IN ATTIC UNO. RD ROOF DRAIN 33.8. PROVIDE FIRE BLOCKING AS PER FBC R 302.11. REF REFRIGERATOR 33.9. PROVIDE DRAFT STOPPING IN THE FORM OF'/." PLY OR GWB TO FLOOR -CEILING ASSEMBLIES GREATER REINF REINFORCING THAN 1,000SF AS PER FBC R302.12. REO REQUIRED RMI RIGHT-OF-WAY 34. FINISHES: RTU ROOF TOP UNIT 34.1. GWB: MOISTURE RESISTANT GWB @ ALL WET AREAS, CEMENT BOARD INSIDE SHOWER COMPARTMENTS. USE 5/8" TYPE X GWB ON GARAGE CEILING IF CONDITIONED/HABITABLE AREA ABOVE. 6APVQE S. SIMPSON (MFR) SBS STYRENE BUTADIENE STYRENE PER For R392 c FEE nnno GEN NOTE 26 c SEL SITE ELEVATION 34.2. EXTERIOR LATHAS PER FBC R703.7.1/ASTM C1063-11A. FOR EXTERIOR CEILINGS/SOFFITS USE MIN. 5/8" SF SQUARE FOOT STUCCO ON RIBBED LATH. ATTACHTO BOTTOM OF WOOD FRAMING W/ 11GA NAILS W/ 3/8" HEAD @ 6" OC SIM SIMILAR W/ 1-3/4" EMBED INTO WOOD. TYP TRANSITION FROM WOOD TO CONC (I.E. @ GABLE END) TO HAVE SK SINK VINYL CONTROL JOINT IN STUCCO. SOG SLAB ON GRADE 34.3. EXTERIOR T&G WOOD CEILING. ATTACH 1x4 OR 1x6 BOARD W/ 2" 16GA FINISH NAIL EA RAFTER/JOIST/BC. SS STAINLESS STEEL TO CHANGE ORIENTATION USE 2x4 FLAT PURLINS ATTACHEDTO EA RAFTER/JOIST/BC W/ (2)16D NAIL. STAG STAGGERED TBD TO BE DETERMINED TC TOPCHORD THE TO MATCH EXISTING TOB TOP OF BEAM TOS TOP OF COLUMN TOS TOP OF SLAB TP TOP PLATE TPO THERMO PLASTIC OLEFIN TYP TYPICAL UG UNDER GROUND LINO UNLESS NOTED OTHERWISE VB VAPOR BARRIER VERT VERTICAL VTR VENT THRUROOF W/ WITH WA WASHER MACHINE WP WATERPROOF WD WOOD WWF WELDED WIRE FABRIC/MES,IH # POUND OR NUMBER I. . U at <n ti S E 0 0 () C. « L, r X - E t U N to C c O,N.O'co a W t-,, mEdcotoE-0 C)C v, . as �011_ :3+ U) Cc r V :3C 0]c-�N�m C o £<N a1 A W) ; ® c + N m Y 0 C:J J o LL U r 0 co LL � X U U 'o X U U W w 0 = r z 0 w S w J w U W3 Z ILO 't r ❑ U ® Z d' C7 a IW z 0 LD o � /A V/ n/ Lle m z w WW � v 1 � W ❑ I WN Z //tt�� W O Y o -N _ IMF �/ W z a w I- r- J W 0 a US2 Z m 0 U z 9 P z 2 0 0 a z a vi 0 0 n 0 @ F- Z W 2 O U H 0 general notes 9/16/19 SHEET N=1 / r?�QNcts P. UFe��P9 -*- AR97108 FIL F Nov I Z0 M �\ I cJi Q3P CJ5P U =1997# B01 B05 B02 B03 N B04 B04 B04 B04 B04 B04 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 00 J7 C) J7 J7 J7 J7C J7C J7C J7C J7C CJ5C CJ3 c1i 59'4" n 5914'I 8181? 1 P P 769 ti 2' *NOTE: ALL TRUSS TO WALLAND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER o a t (UNLESS NOTED OTHERWISE) m - 2 a) Z {Op C L Cry E °' > y a * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) a ° 2 0 d= 0 o- w -S8 da EE� a W-« C Z P U ° L w @ T ° * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING .° c N a E E DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL N y STABILITY OF THE ENTIRE STRUCTURE.REFER TO THE 2 e 8 0 o cc N rn INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR 5 a 2 0 a GRAVITY AND UPLIFT LOADS. 8 o 0 a a c `o m za o L O N V C R FOR BRACING &ERECTION DETAILS REFER o t o -o00 N M TO BCSI-03 AND/OR ENGINEER OF RECORD o a IL a � moo 5 � o > d '-'E-o m am5 a l`0 N E U O C C N C O N a 5!= O -O W 'O 8 t' -"D C'N O ` REPRESENTS THE LEFT SIDE ` " z ° ° a ', 9 O j OF EACH TRUSS DRAWING a t 0 Col E a y N a Z'C N M W ( NOTE: REFER TO USP CONNECTOR vN g N - 2 E = ma m CATALOG FOR INSTALLATION DETAILS) 2 ° w N = a.N m'- 'o c F- 'C o a N mo.E 20, 0 A JUS24 H THD46 Q--- a � E" E .-, ,n ii a t rn :: a ... 2 o o '" a Z 3 A -ow B JUS26 J MSH422 R--- on a m 8 C THD26 K MUS26 S--- .� ._ io p THD28 L HJC26 T--- m e m m` 0 In 2 a g E E THD262 M --- U ---°_"2oag� F THD28-2 N--- V--- M 8 ° E N U N G JUS46 P--- X--- O N 8 w°N� y 0 2 � a o0s~ HBB HANGER BY BUILDER BBB BEAM BY BUILDER iE 2 o N 3 = r N i W - C �- & OT C'O C Z LSTA12 @TC & BC A' NOTE: LSTA STRAP A« C� C N o .R a.CC 5 INDICATED TO BE USED IN m m 8 E m � U o= m Zt LSTA12 @TC CONCORDANCE WITH wail' x ~ _ ` N " Zb LSTA12 @ BC CORNERSET DETAIL � o t ° � N m LOADING ROOF FLOOR WIND LOAD mo C° o p LIVE LOAD 20 ASCE 7-10 t m OO rn-T.Lo o ~U DEAD LOAD 15 160 C =3Z58G >'`,;w 0 LIVE LOAD 0 Residential - CAT II m N w C O ° ; m a r .m a O O ° m L) DEAD LOAD 10 ENCLOSED a o ' `O g E LF 'm m K d c v 3 o Z TOTAL LOAD 45 - FBC 2017 RES p U C 2 J N N DURATION FACTOR 1.25 TPI 2014 O N w N = L « 2 N o O) 'O N (n O C 'O O _ y c MCM N� N .O RE DATE BY REMARKS ° C N 3 aoi 2 Eooc2 Oa«_ c_ iv V « ; 0 N N 0 m o 3 i w LO c 2 2, d O 'w Or O L m N y '00 o U l0 N 2 cc N :6« Eo= --/-'/---- - 0 a N 2 0 0 o am, a N° m 'S o Q - O a Q T U W G --/--/---- - m -o p wa E. a � Q) F— o a O £ _ m O 2 O 0) O f .Z-' ---/--/---- - v c o m f c m u m E Q a 3 a o It is understood that above ❑ APPROVED @ 08° a o .mL w N00 conditions have been reviewed & APPROVED AS ° _ _ ° L ` ° t are acceptable for the fabrication ❑ - I- m'3 3 o at trusses, elevations, pitches, NOTED 0 g o vi'm�c"Oa overhangs, fascias,ceiling ❑REVISE AND y W '� ° L elevations/pitches, bearing RESUBMIT 2 a o Y E ~ S. N az 0 8 : L5 conditions & all detail pertaining ❑ REJECTED 6 2 v iE 5 c o to this truss placement plan. No Y Fn s 2 a o C a- back charges will be accepted Z. o 2 of a m M `° o DATE o w ~ � « without previous written approval a d s W= W_ M W from an A-1 Roof Trusses E E v 9 o o= o representative. REVIEWED BY N " 'oa c o2o2 0 tp,o 0 m d c « F PLAN DATE ARCH: 07l25/2019 STRUCT o m d E o> o U n 3USTOMER COLE CONSTRUCTION 2 a s m� O C y N C C 0) O O 07 O N aiEmaO aEa.�m JOB NAME CLARK RESIDENCE o S v$ F-o 0 2 o M 2 m 0. 0 co 3 z 2 m w 2 'E 2 L N O OPTIONS) " � 0 E 2 a OM a g o a`i o p o y c o� ,O U00 0) M,Of " N COMMNTY o c E Vj& c U p c c ° m° v y m / LOT # 8 0 '.°Z U i O) N O O N :2 O U a' e CITY 0°oZ U m o a.LB« 0 o°H«0 c co y COUNTY ST. LUCIE a aZ'� Ma y O C d 0) W p "00 H �` m°QC3 BLDG BLDG o a.1@ 3 s N¢ O TYPE # E0-a �mLa NL E U -• c v N C C y @ CS JOB 77930 MASTER 77930 a N N O g .c- ❑ W a 0 #m_ w H a s 0 FL-Lw`Ea�m'Qm DRAWN SCALE Ljj E ..N• N DATE 9/12/19 0-0 o ; °' 8 0 2 me rnoornc MS NTS Z @ 2 L m m o�2�FaEdc 0 � "O 0) N a O) N Ip N A E E Q cL a N y d Uj Z a ° aL wrx N a f0 « p-1 ROOF � 3 L A#M ■ RU SEri L)E N O o fo Q L ° a-L C C- N 2« U N C 3 ?i A FLORIDA CORPORATION N a v d E 'o_ a m Ph 772-409-1010/ Fax 772-409-1015 E > a FILL C+ � 3EW""0 G20 http:!/www.altruss.com E"Mn©v Al 6 w a U ° .__ o° LEFT ELEVATION SCALE: 3116'= T-0" 1 RIGHT ELEVATION SCALE: 3/16'= 1•-0" sw FLOOR PLAN SCALE: 1/4'=1*-0" •f REAR ELEVATION _ SCALE: 3/16'== 4-T FRONT ELEVATION SCALE: 311E"=1-a 41 CL to c� co c C a31 � 4) G c J G LL. Q Q J V z Z W O U W h- Q O INN 19 FILE COPY NOV 21 xnts G 24 8 6ll 19 a a a �� U U U CJ CJ3 CJ5 U=1997 BO BO BO BO N BO BO BO BO BO BO J J J J J J J J- J7 J7 J7 J7 J7 J7 J7C HC J7C HC HC CJ5C CJ3 CA ICON A p J 7 7 7 7 7 7 7 7 G 1 CA 777 P CJ3P zZ z z v! P CJ5P # 1 U = 1997# fV , 5 2 r r r r r r r r IL N M 't� LO (0 lap Ce) r 0 0 0 0 O 0 0 0 0 0 0 0 0 0 J U U U U U U U U U U U U U U U c3 c3 N 3 fO O > N CD 4 2M 26 04 Z Z 4 MUS26 Cl) . IV F.2. 4 > 04 N - 4 > MUS26 O N 1'10"8 4'10"8 N O 4 > MUS26 L4 MUS26 0 r -4 O: wy e- p N N N N N N N N 2' 2' 2' 2' 7' 2' 2' 2' z co zcv) M N AH IN A TIC m m m m m D - F -.. -- — — — — BUIL ER VE IFY SU FO ICIE AHU T SR CE W CHECK E A01 A04 0 l to 10r " I I M N I 0 lo VO A\ Vp f lo EE J J XVO W VOEF J LL VO J I VO J I /K I VO _ � I Z Z LL) Q (p s^- 00 Q Z (0 Q I� Q OD O O O Q N M r r 'T 1p Q Q Q Q Q ¢¢ (. (,-) J5 VM07 _ D03 VM07 J5CD Q 0 rQ FRAMED By OTHERS 5 M 04 5' o U v U Q (� ¢ J7F _ J7P (� (� U U U o 00 N CJ5P CJ5P N u CJ3P Z z z z I CJ3P Z CA T 'l'k` G1 i-z-LOi �Sn1R1_ r l 9 . ..................... - O O In M 3'8" J� I&IIIIIIIIIIIIIIIIIIIIM 3,8„ 1' CJ 1 —, CJ3P-- N CJ5P-- 1'10"8 J7H J7H IIN J7H --+ N J7H --� N J7H -� J7B F— RA RG J7G 17G 17G CV J7G UE 17D N 17 <V 17 (V 7 fV 7 (V 7 fV 7 fV 7 (V 7 (V 7 :J5 :J3 N :J1 10'BEARING � 90 0 V a 21 1 RECE`iti�' 1 *NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER c co (UNLESS NOTED OTHERWISE) _ & 0 - 8 m •�a * NOTE: ALL CEILING DROPS BELOW BEAM ARE ooN��rnd8 N 8 a w ; BY BUILDER (UNLESS NOTED OTHERWISE)R .Eo 212 E r ° °�` NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW 2 o w TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING s =' E ~ DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL "; a t- E 2 0 0 0 STABILITY OF THE ENTIRE STRUCTURE.REFER TO THE 2 = -joa 8 a o o INDIVIDUALTRUSS ENGINEERING DRAWINGS FOR ~ �" y ' 2 o cca GRAVITY AND UPLIFT LOADS. o ova 2a° >.. a �' y a m �' yc O ro FOR BRACING & ERECTION DETAILS REFER o TO BCSI-03 AND/OR ENGINEER OF RECORD �w r a a 32 z t 2 •-° tt0.5mmam'- Eb E 6E-64m r la t y c° m �. m O y c REPRESENTS THE LEFT SIDE w C ° C ,N c 2 w O F OF EACH TRUSS DRAWING - (n ,., a g = °m 5 41 E � E - a « = rn rn 10 m �a ( NOTE: REFER TO USP CONNECTOR ayi .c $ w E m CATALOG FOR INSTALLATION DETAILS) _ ° w 0 c 2 •-.•° a m _ e ms M= w e A JUS24 H THD46 Q-- B JUS26 J MSH422 R--- O °°° a'02 E N f:^ cc E N C m C 2 C THD26 K MUS26 S - - - p THD28 L HJC26 T--- m 3 y$ a 9€ ME 9 m L '9 ETHD26-2 M - - - U - - - (so c y c a it ° '- a ° B 0 - me a= c- m F THD28-2 N -- V-- $ o E 8 0 0 y L G JUS46 P --- X --- 2am2E2 HBB HANGER BY BUILDER BE BEAM BY BUILDER 0 F- 2 o y 3 X An Z CA y G m c m O Z 1 LSTA2 @TC & BC * NOTE: LSTA STRAP m or a o W INDICATED TO BE USED IN ° =.m c E m co aJr -E Ztj LSTA12 @TC $ B = t ° m m CONCORDANCE WITH 4 4 Zbj LSTA12 @ BC CORNERSET DETAIL d o °~ g °mow LOADING ROOF FLOOR WIND LOAD 0 CO M e a c E d ° of n y y c a(If LIVE LOAD 20 - ASCE 7-10 y mo a° y 10 2 0 0 0 8 y fn 0 U DEAD LOAD 15 160 C M 2 _ a°i •-cc 4 of 5 C 0,- cc m N O � LIVE LOAD 0 - Residential - CAT II d 8 � ° ° L •` y g U DEAD LOAD 10 ENCLOSED c , 8 O -a� ` o E ° ma m c•°' o Z « TOTAL LOAD 45 FBC 2017`RES oz I N 0's p 0 N ° N N '- DURATION FACTOR 1.25 TPI 2014 p j C� REV DATE BY REMARKS tp m p y N y N E y o c 2 - pap y�a1i 0 c N m U ° _ O 8 m p .t.. m = O N O t 9' U "M 01 O$ (n C d c m _ Z ((pp y « y w m ° m E o ° v ;g? m ° a m � O y _ y y- 0 'L = O c O O'.� 0 c d L a o -a) m8w5aamia Z N 0 F- m wri O cc _ C °lo •= N N C .0 w is understood that above E] APPROVED coIt arc 8 �-8 3 4)° 8 o F m d conditions have been reviewed & o o APPROVED AS are acceptable for the fabrication ❑ c c � .E E � m 3 3 o at trusses, elevations NOTED pitches, T (D 8 •• d 0 overhangs, fascias,ceiling ❑ REVISE AND i".N cc 8 0 @ E elevations/pitches, bearing RESUBMIT y F W m w '- t a E conditions & all detail pertaining8 REJECTED H at U o L to this truss placemenplan. No 9 $ $ o c a v back charges will be accepted 8 ° F g m o = without previous written approval DATE d y a d s from an A-1 Roof Trusses °,m E mmz m_ m 8 E E N o o= o° representative. REVIEWED BY B j6 _ ° M; ca w c $ y •-3 ° o � oy � c r PLAN DATE ARCH: 07/25/2019 STRUCT: / / --- a d N ° m o is H r m °> w CO) CUSTOMER COLE CONSTRUCTION 2 mm- y O m; E Em pas= Nm Ema•Op JOB NAME CLARK RESIDENCE y m y n m m a a '� o �° a o 0 -a'6zM2=dyME 'c0'=83ZE0 OPTIONS) 52 0.9 a�m�°` t° 2°- 5 8�.=_ m y 8 o m o 0 O COMMNTY a m :5 & 0. -° j3mmmmrnc.N ow$ymNBo6 a� 8' 8 aii am y 02 I - of CITY CITY 8 0.m�°`8 0- F� COUNTY ST. LUCIE m 00 c N 'L m a y Oc° m(.y=mppm.. c BLDG BLDG vl a=-• m 0) C U a 2 o a c v f Q b TYPE # 3 y E8macnm�a0 y (CO � d L FL-- N •O ' JOB 77930 MASTER 77930 m c o 2 a e a nit ri # y mm T— 0 o d B D(IN �iiE d m c E c Y3 c m DRAWN SCALE ~ , 2 •0 8 DATE �oDomm�coc 9/12/19 p= _� No 62809 MS NTS z >,'ma m Fi �° ay' y ` m 2 a m E m c �oaLymE8�N ' Q STATE OF /y ////lJ lVi/ .1- J,3 / bt 14 W'104 Coonty ° E j_ c y Digitally signed by JarSe�iS'�.,FC�� = E F- a� y a = l z a� O n ° _m O Y B Dunlap �i /ONAL \�a /�� u, °•.o - s m r "- Date:2019.10.08 ��ttnlllt�� ...Aml ROOF �a c ami'_._ 12:20:53-04'00' SERIAL # cWi = ° m o E _ o 16 5f054982f500e8febt9a64ef "�" TRUSSES g y 2$ 3 0 c° c 3 4451 St. Lucie Blvd, A FLORIDA CORPORATION w c 3°° o Ph 772-409-1010 / Fax 772-409-1015 = 8 = s y a Fort Pierce, FL 34946 http://www.altruss.com W a Q'Mw` 2 o