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710 SAILFISH DR - ADDITION DRAWINGSMAP SHOWING BOUNDARY SURVEY OF: LOT 24, BLOCK 5, ROYAL PALMS UNIT ONE, AS RECORDED IN PLAT BOOK 30, PAGES 60. AND 60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOUND 1/2 " IRON PIPE NO IDENTIFICATION — 82.00' , N. T. S: SET 1/2 IRON PIPE DURDEN L.B. 116696 25' B.R.L. BY PLAT 0.35' / 0. v7' h X X O R D E N SURVEYING AND MAPPING, INC. CV 3RD STREET NORTH JACKSONVILLE BEACH, FLORIDA 32250 (904) 853-6822 0 i— BUSINESS NO. 6696 U 0Lij 2 J SAILFISH DRIVE 60' RIGHT-�F_WAY S85°20'02 "E 80.65' o N' ww N' Cd - 20'B.R.L. BY CITY o U 28.5' U 10.0 1—STORY2 m CONCRETE BLOCK RESIDENCE U O No. 710 m m, 10.6' J 82.00' N.T.S. a FOUND 1/2" IRON PIPE FOUND 7 REBAR L. B NO IDENTIFICATION FICATION #6645 .4', - . . 25 g,� �• BY PLAT 0 Q LCi N 00 �. h� X 0 0) ..... L.1,� J o J ...... 24.7' \....28.9' y O FOUN1 2 IRON PIPE — — FENCE NO IDENTIFICATION,1•0' D'2 10' EASEMENT FOR DRAINAGE & UTILITIES TO LINE 0.1' 0.7' 0.2' - - - - N85°20'02 „w QOs 65 FOUND 1/2" IRON PIPE CJ — I1q IDENTIFICATION L 0 T 8 �� L 0 T 7 \ NOTES, THIS PROPERTY LIES IN FLOOD ZONE "X". PER FLOOD INSURANCE RATE MAP (FIRM), DUVAL COUNTY, COMMUNITY No. 120075, MAP/PANEL No. 12031C -0408—H, REVISED JUNE 3, 2013 BEARING' BASED ON THE SOUTH RIGHT—OF—WAY LINE OF SAILFISH DRIVE AS BEING N 85'20'02" W 25' BUILDING RESTRICTION LINE (B.R.L.) BY PLAT BUILDING RESTRICTION LINE (B.R.L.) BY CITY OF ATLANTIC BEACH FRONT: 20 FEET, SIDE: 7.5 FEET REAR: 20 FEET N.T.S. DENOTES NOT TO SCALE ALL LOTS SHOWN HEREON LIE WITHIN BLOCK 5 —X— DENOTES 4' CHAIN LINK FENCE EXCEPT AS NOTED THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. D U R D E N SURVEYING AND MAPPING, INC. 1825—B 3RD STREET NORTH JACKSONVILLE BEACH, FLORIDA 32250 (904) 853-6822 FAX 853-6825 LICENSED BUSINESS NO. 6696 SURVEYOR'S OTE, THE SURVEY EREON WAS MADE WITHOUT THE BENEFIT OF ABSTRACT OR SEARCH OF TITLE AND THEREFORE TH UNDERSIGNED AND DURDEN SURVEYING AND MAPPING, INC., MAKE NO CERTIFICATIONS REGARDING INFORMATION SHOWN OR NOT SHOWN HEREON PERTAINING TO EASEMENTS, CLAIMS OF EASEMENTS, RI HTS -OF -WAY, SETBACK LINES, OVERLAPS, BOUNDARY LINE DISPUTES, AGREEMENTS, RESERVATIONS OR OTHER SIMILAR MATTERS WHICH MAY APPEAR IN THE ABSTRACT OR SEARCH OF TITLE. THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. CERTIFIED TO: FLORIDA SUNRISE PROPERTIES, LLC REVISED 03/09/2017 TO SHOW CITY OF ATLANTIC BEACH. SETBACK LINES I hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Lund Surveyors, pursuant to Section 472.027 Florida Statutes and Chapter 5J17 Florida Adminis r>live Code OAU ,d) FLORIDA REGISTERED SURVEYOR No. 4707 H. BRUCE DURDEN, Jr. SIGNED JANUARY 16, 2017 SCALE: 1" 20' WORK ORDER NUMBER: 17015B —9003 WINDOW INSTALLATION METHOD A-1 i�au WnM.Flwsx ��w� � tENGNd ® � h r .ems MASmNO�NR NOTE' mA.N y LOT 7 Z LOT B N85°2002^N WAV �- 18'EASEMEM FOR DRAINAGE 80TILITIE3 Z n1 Z 311 01 j w 30N34 I j ,sa(uMcOD]31 20 B R.L. j I I \ \ ! O o H O j j \ I 5 S85°20G2E 88.85 SAILFISH DRIVE BB' RIGHT -OF -WAV :1TP N=f0' PROPOSED DIMENSION LEGEND WALLLEGEND NOTES E60PEN NGTOMEET S'IVO WNLNEW EMERO BLy EOPESSPEGKMENR OF—I FLOOR PLAN N IDE E'%,ERIOR OBLOGK WALLNEW FypR10 UIIOMOCODE(CONTRACttIRVERFIU SCAIE 114'=,'-0•EN IONSTO ENSION ©py,NOIBLE WALLNEW CONDMONS DaSTINO NS DEOFSNOS SOF TMIxOOEOF S]Ip Wp1LE](ISTING REPIACEFLL E%IS]ING WINOOWSPNOOOOR9 SND. DELOOKWALL FJlISTNG GAPAGE ORSTOMDETO MV NG SPACETO Rylypu `SNEATt NG .DEMO NAVE MIN ARIM t2'GYPSUM WALLBOAPD. EATERIOR NNISH M N MVME 1 aRTS� ro COPE W000PACE DOORS INSULATION MA9GNRY INSIDE EXTERIOR DIMENSIONS �I1 ENSION ELECAICALLEOENO 'TO INSIDE ��F���, AgE,NSONF➢UlE ELEOIWGL COUIR BYYBOL OFFIIPRINO —INSIDE 0U1910E —� NRL� ARE1m mints , o, COMNmed ,3B5A n0 R. EMa PsnM 1 o NaI1COn6tlelrotl 1M4.]pft 9mobNvm. 6): TotAl 2915.1 sqR sme4a WNm CO2 dcx _ z0� TON. IIENOD. REMOOE ApOGION qy. 16'-0' f0 -1P -� 9 QO�aa3 � a� I• O Flu wlrvoaLv _;� _, _- TTnn e _ - -_- as Na• F BEDROOM2 0. MASTER a s W SIDE PORCH - BEDROOM acEl y aa• s -D° m d � r s- g ,• a B;H2 b O o. y ®m m - A0 �... ,mc ,. e s•wau �a�s m E N Q a g m m rJ wnsx Dm I U19.. m C > M'cBFiuNTo ` / ocv BE OM3 j c a GPIIL C-1 -- -- - /�6'CEILING� b .O '� s s 3 WALL ,.r WPllSIN FP.LAES O ____________ LAUNDRY SCEIUNG _ LL � t0' -011a' a DINT G gK CHEM; NG uj G RPI = 4 CARPO RT CEILING I GouLr:-Ls: (GEE------, 0 8 v FAMILY ROOM aceuNG § y LL m N m� COMMUNITY vEVELO�II)1a MC LINES I{ qpp OVPn `� BREE2WAY - Pft PPF➢ fig aoD PO CH 5 jl :5 _. toy tmd• 5d D 5d° O0W t _ d u- . Me 030 PROPOSED DIMENSION LEGEND WALLLEGEND NOTES E60PEN NGTOMEET S'IVO WNLNEW EMERO BLy EOPESSPEGKMENR OF—I FLOOR PLAN N IDE E'%,ERIOR OBLOGK WALLNEW FypR10 UIIOMOCODE(CONTRACttIRVERFIU SCAIE 114'=,'-0•EN IONSTO ENSION ©py,NOIBLE WALLNEW CONDMONS DaSTINO NS DEOFSNOS SOF TMIxOOEOF S]Ip Wp1LE](ISTING REPIACEFLL E%IS]ING WINOOWSPNOOOOR9 SND. DELOOKWALL FJlISTNG GAPAGE ORSTOMDETO MV NG SPACETO Rylypu `SNEATt NG .DEMO NAVE MIN ARIM t2'GYPSUM WALLBOAPD. EATERIOR NNISH M N MVME 1 aRTS� ro COPE W000PACE DOORS INSULATION MA9GNRY INSIDE EXTERIOR DIMENSIONS �I1 ENSION ELECAICALLEOENO 'TO INSIDE ��F���, AgE,NSONF➢UlE ELEOIWGL COUIR BYYBOL OFFIIPRINO —INSIDE 0U1910E —� NRL� ARE1m mints , o, COMNmed ,3B5A n0 R. EMa PsnM 1 o NaI1COn6tlelrotl 1M4.]pft 9mobNvm. 6): TotAl 2915.1 sqR sme4a WNm CO2 dcx M Milig EllO MROOF OR FIBERG:FS \12 SHINGLES (SEE OWNERS G OROFF WBGE VENT g - SYSTEM TRVSSPNO ROOF - NONNENIEOROOFSPRAY d m3 .• rnz - -... FOAM INSVIATION 12 - - OVERWWGs U ESR. PLAN - BEEI&fIEPL.W a SESHEETAI. -. TOP OF v SIDING& IN FPAMEGIm d m _ FI- -- FLOOR a all m^ FRONT ELEVATION - ° ON' R°E ao� ' ofAGGI GCAL.IM•=ra• C a > V a w ; LC a .a W . ' 1z ovEwLANGs ovEnxANrt;4s -- S 1B sEE51iE PIAN SEESRE %AN 1z -_ —._.\ tz — Al S11ffTA1 _ \ �9RE"O to In I 77 -77 DEC 2 2 2017 I . DESIGN SPECIFICATIONSaGENERAL NOTES CONSTRUCTION . . t.A e rMr DESIGN CODE 2014 FLORIDA OR DA BUILDING ILDING C ODE. RESIDENTIAL LEVEL 3 ALTERATION TION DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESI GN LOADS: ACTUAL AND UNIFORM ROOF cd=1.25 LOADING ) ROOF ( TOP CHORD LIVE LOAD 20 psf COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY REA sf A ( ) INTERIOR IN EDGE STRIP PSF ( ) NE PSF ZO ( ) , , „ - - a - -4 -6 1 0 - +18.2 19.8 +18.2 -24.4 50 +16.3 -17.9 +16.3 -20.6 100 +15.5 -17.0 +15.5 -19.0 TOP ' .CHORD DEAD LOAD 7 psf ARCH SHINGLES 'BOTTOM CHORD LIVE LOAD 10 psf THE ABOVE ARE ALLOWABLE E WIND PRESSURE VALUES (ASID). THE MASONRY SPECIFICATIONS: A WITH C1530.1 05. GRO l SHA , AND SHALL BE CONSTRUCTED IN ACCORDANCE TH A LL BE IN ACCORDANCE , LOAD f ND PRESSURES HAVE BEEN REDUCE BY 0..6.0 AS PERMITTED BY MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, WITH ASTM C476 WITH A MINIMUM OF 28 BOTTOM CHORD DEAD 5 s ABOVE WI P 3 0 d a 4 T . wa F s PLACED A N 8 T 1 ,a H HAVE A MAXIMUM COURSE AGGREGATE SIZE 0 0 1 SLUMP. M RT a -: VE STRENGTH OF 2 00' sI PER ASTM C1019 GROUTS ALL 0 R SHALL CONFORM TO ASTM C270 AND .. � .. THE ALLOWABL E STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION DAY COMPRESSIVE p _ ♦ �w tt ♦ P.m P R L I R THE DESIGN AND INSTALLATIO . OF ALL FLASHING. � �. • TYPE. M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRALTO SHALL BE RESPONSIBLE FOR SIG L SHING w . �G DEFLECTION CRITERIA. SHALL BE TOTAL LOAD L 180 'ROOF FRAMING. LIVE LOAD L/240 T / . � No MASONRY UNITS CMU _ F R BOTH CONCRETE MASO a IV LOAD L/, 60 &TOTAL LOAD L/240 COMPONENT &CLADDING WALL ELEMENTS SHALL BE DESIGNED(CMU)-- a FLOOR FRAMING: . L E , - _ - C' W LOAD-BEARING CMU TYPE 1 GRADE _ N 1 NORMAL 'WEIGHT WITH A MINIMI � COMPRESSIVE STRENGTH F 1 VE PRESSURES SHOWN IN TABLE. ABOVE. CMU SHALL BE IN ACCORDANCE WITH ASTM C90 75, HOLLO AD S N 900 psi f m 1500 psi). GROUT ALL •. � POSITIVE AND NEGATIVE (CMU), P ( P ) M LIFTS 'PROVIDE CLEANOUTS PER ACI 53.0.1. 02 IN THE BOTTOM OF COURSE OF MASONRYWALL. , O F CELLS CONTAINING VERTICAL REINFORCEMENT IN -5 -0 MAXIMU L F E B ASONR WHEN THE HEIGHT EXCEEDS ALL EXTERIOR .. .:WIND.. LOADING: » ION PERMISSIBLE. E. _ P INTERPOLATION IS P R N LINEA W N AND �, r 0 MAX. AND AT EACH CORNER ALL END, A INTERSECTIONS. CTIONS. � VI � � L BE DESIGNED WITH -A SHALL BE REINFORCED FULL. HEIGHT WITH... 4 @ 4 O.C. WALL N E E 0 DE CONTINUITY OF REINFORCING AT INTERSECTIONS OF . i ASCE 7 10 FOR WIND UPLIFT, TRUSSES SHALL WALLS # _ D a d sa d B R 'MJNIMUM OF 40 BAR` DIAMETERS INTO EACH'. ELEMENT. AT STEMWALL N TRHORIZONTAL � 4 F ENT BY INSTALLING CORNERBARS, MENT C S UCTED OF 5 OR MORE COURSES PROVIDE CONDITION OF 5' PSF TOP "CHORD AND 5 PS PERPENDICULAR MASONRY; ELEMENTS _ ....MIN. DEAD LOAD , i E JOINT - » y S SUCTION. sw PRESSURE AND MINUS ,1 PLUS FOR THE BEARING POINTS ER COURSE ' BOTTOM CHORD. REACTIONS CALCULATEDREINFORCEMENT AT 16 O.C. VERTI ALLY, EVERY OTHER OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC: FLOOR i AMI I THE D DQ S FASTENING TO THE WALL FRAMING , ROOF LIVE LOADS SHALL BE MULTIPLIED .DESIGN OF WINDOWS OR LIVE LOADS COMBINED .WITH R / CONCRETE SPECIFICATIONS. Luas A. (ontl o P E I & SHALL MEET ' 3 r SUPPLER S OOR MANUF. I D SHALL 'BE ONSTR CTE ACCORDAN TH CI'301. ALL NCRET V THE WINDOW/DOOR NE IN ACCORDAN E WITH AC 318:...08 AN C U DIN CE WI A 0 E SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH `F BY 0.75 WHEN COMBINED w DEAD 'LOAD. RESPONSIBILITY' OF / / ALL CONCRETE. HAS BEEN DESIG C EN 0 25.00. PSI , PRESSURES. � L l E#53311 AND NEGATIVE RECOMPRESSIVE NGTH SI -THE ABOVE NOTED .POSITIVE AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A .BYRE OF 3000 P x, ------ -- 1 -- 130 MPH WIND SPEED ASCE 7 0 BASIC ( ) � • REVISIONS DATE =------------ 1.Oo �. Ns. IMPORTANCE FACTOR FOOTING AND FOUNDATIONS: a a t" --------- LNG CODES. TI HAVE NE BEARING- SI _______ �IL-� E IN ACCORDANCE WITH LOCAL BUILD FOOTING H E BEEN DESIGNED .WITH A SOIL BE (DESIGN MAXIMUM ' OF 20 0 PSF. A .SOILS INVESTIGATION REPORT I i MEAN ROOF HEIGHT -- 15.0 FT` �� FOOTINGS AND FOUNDATIONS SHALL B A ( ) T 5 r r ---- -- a CE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL THE ENGINEER SHALL E NOTIFIED. SOIL SHALL BE FREE 0 =------------ 1 RECOMMENDED TO VERIFY SUITABLE SUBSURFA 0 R F ------ a �2 6, 1 ROOF PITCH ; 5 1 / ILL SHALL B MPA T __ VE CLAY SOILS. SOIL COMPACTION AND F AL BE COMPACTED 0 A MIN. OF 95% MODIFIED PROCTOR SIN ACCORDANCE WITH AST D 1557. ORGANIC MATERIAL AND COHESIVE, ) _s j - - - - - - - - - - - - - - - - - BUILDING CATEGORY 1 I I _____--_ INFORMATION. FOR GENERAL FEATURES CONDUITS ELECTRICAL B- T ETARCHITECTURAL PLANS N CA OTIN I --_--_____ FOUNDATION PLAN ONLY CONVEYS". STRUCTURAL INFOR CAL EMBEDS, STEP HEIGHTS, C.�, SEE DO NOT SCALE FOOTING DIMENSIONS AND I Y B .. EXPOSURE RE CATEGO R a FOOTING 'ATI A PLAN FRAMING AN BUT BY DIMENSIONS PROVIDED ON FOUNDATION - - - - - - - - - - ____--_ -�-� DENOTES EDGE .STRIP: LOCATION FROM THE FOUNDATION LAN SHOWN ON S1.0. D0 NOT DETERMINE 00 LOCATION BASED ON "EITHER THE ARCHITECTURAL L . OR PL DATION ENCLOSURE CLASSIFICATION IFIGATION ENCLOSED THEN CONTACT ENGINEER 0 RE ART LAN. IF FOOTING SIZE OR LOCATI N `IS NOT DETERMINED ON .PLAN E N F CORD EOR f .1 8 a , SEE C &CCH P (EOR) INTERNAL PRESSURE COEFFICIENT , IN ABOVE FOR 'a DIMENSION » FIELD ALTERATION i , INIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 IN FOOTINGS AN MESH SHALL BE CENTERED IN SLAB ON GRADE IN ALL CONTINUOUS FOOTINGS PROVIDE 3 , UNLESS OTHERWISE .NOTED ON DRA INGS, MD # 1 V CONTRAC UK -SHALL CONTACT LOU REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLi_NG CORNER .BARS 'MINIMUM OF 4Q BAR DIAMETERS INTO EACH -P TI ASSOCIATES I T @ 48 O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF RE N ELEME T , DN GD8 ss�c. sPRDR o 1 MAKING ANY STRUCTURAL 1 `_ K IN 5 RUCTU FIELD -' 1 MITT SHALL BE 48 BAR DIAMETERS I ELEMENT. SPLICES IN REINFORCING, WHERE PER. ED, SH _L NIDOIHCATIONSWHICHMAYVARY MATERIAL SPECIFICATIONS FROM THE INTENT OF THE ORIGINAL a CO TRUCTION DOCUMENTS. ANY FI 4 p a FIELD LTERNATION_ MAOE RIOR TO CONCRETE SLABS ON GRADE. 1 1 BEIN APPROVED BY LOU PONTIGO & 1 1 » A SOLI TE MAY RESULT I P TREATMENT S S R SU N ETARDER WITH _JOINT _LAPPED 6 AND SEALED 0 CLEAN COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL FOR : 1 1 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR R S L .VER�4 HARDWARE AND ANCHORS. �---- _---� ADDITIONAL ENGINEERING OR ANCHOR BOLTS &THREADED ROD. _SHALL BE IN ACCORDANCE WITH PREVENTION OF SUBTERRANEAN TERMITES. INsrECTIDN FEES. PAN a T A 307 -0R ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] a -ASM I 12 x12 GRID WITHIN 12 HOURS OF'CONCRETE H U SLAB CALL EOR FOR ALTERNATIVE WASHERS. :SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B}. SAWCUTS. FOR CONTROLLED CMAC INC CUT A -1 SAWCUT INTO SLAB N A ETE PLACEMENT, PROVI� E SAWCUTS THROUGH 0 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METHODS. 'METAL CONNECTORS. ALL METAL CONNECTORS WHICH ARE EXPOSED TO • FRAMING SPECIFICATION5� B E GALVANIZED. D. WOOD NG SHALL .:, EXTERIOR C E OF SERV -- �,: SC FOR WOOD R T T ATH OR IN C NTACTRDANCE WITH NATLONAL DESIGN SPECIFICATIONS NDS CONST UC ION TEST'�.DITION. ALL WOOD MEMB RS EXPOSED 0 WE ER 0•ALL WOOD FRAMING HAS BEEN DESIGNED IN -ACCO (NDS) � , RETROFIT REBAR ROD INSTALLATION.. EMBEDMENT OF RODS OR REBAR RE / TREATMENT I - USE, A ERS SHALL B HOT DIPPED GALVANIZED. IF ACZA '1/41, WITH MASONRY CONCRETE OR SOI SHALL BE PRESSURE -.TREATED. IF, -ACQ -0R NON DOT BORATE PRESERVATIVEE S E(�;, ALL,"ATTACHED FASTEN E , AR DIAMETER MINIMUM HOLES SHALL BE .DOWELS SHALL BE 12 B MEANS AND METHODS. PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. AR SIX AND 1 "LARGER THAN THREADED ROD SIZE. LARGER THAN -REB /s EE NOT HAVE. CONTROL OR BE RESPONSIBLE THE STRUCTURAL ENGINEER SHALL N - U.0.N) FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, PROCEDURES, OR r , t W . _ iW BE ONE OF THE FOLLOWING PRODUCTS . - ANCHORING..., ADHESIVE. SHALL SEQUENCES FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OF), ANY PRE-ENGINEERED WOOD TRUSSES: ;... Y W TH NF ALL VERT THAT ADEQUATE TRUSS BEARING 1S EING BUILT AND SHALL COMPLY I D _ .IT CONTRA SH E U T S N ONLY): OF ENG NEER IN THE STATE WHERE PROJECT IS B PA TPI_ AN � 10G. G0 Q DUAL CARTRIDGE INSTALLATIO OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY SHALL BEAR THE SEAL. OF AN , ,, , �� v . .........:.. . , TIONS AN OFIL S �, T I� P TY OF THE DELEGATED BUSS ENGINEER. ALL ALL TRUSS -TO -TRUSS CONNEC D TRUSS' PR E HE ES ONSIBILI ED T E L HEAD A7 -. ACCORDANCE,, WITH THE CONTRACT AT ALL TRUSSES; . A5 IN I.CATED IN THE TRUSS SHOP DRAWINGS� ; EPDXY.. ITW RED THEM TO'b-048 THE WORK IN ACCO �E, INSTALLED SI r T 61 GRADE o0. INSTALLING ACING METAL.. -PLA E CONNECTED WOOD TRUSSES, HIB 91. AT MULTIPLE STRAP REINFORCING STEEL. SHALL BE ASTM A 5, DOCUMENTS-., TEMPORARY BRACING PER COMMENTARY AND RECOMMENDATION FOR HANDLING, INS & BR , 7 R D TRUSSES SHALL HAVE T A992 GRADE 50. EL SHALL BE ASTM E _ TRUSSES, PLACE STRAPS DIAGONALLY 'ACROSSDBL. TOP PLATE FROM EA. OTHER. STRUCTURAL ST WHEN USING 2 STRAPS. ON SINGLE PLY TRU AGONALL CONNECTIONS SPREAD STRAPS TOs AVOID NAILING CONFLICTS THROUGH TRUSS. W { ) I � I i `./ I HAL BE ASTM A185. OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES:_ WELDED WIRE FABRIC (WWF). SHALL LIMITS I T UCTURAL ENGINEER ARE' ECIF ` Y DESIGNED BYTHESR THE ITEMS._ �' ICALL ES L LAMINATED VENEER LUMBER .�. � ER LUMBER (LVL): AL ROOF. COVERING SPECIFICATIONS ._. LAMINATED VENEER ( ) ,:f x , H FOR IND UPLIFT, 1�-1 US' OAD PAT R W O E F TINUO LALL COMPLY W T 0 WING. CON�' WITH N LLOSHINGLES SH ASTM .D3161 AND BE STALLED ACCORDING TO THE S, ELA TL LIM ��NSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM._ ASPHALTS SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES S �THE CONTRACTOR SHALL BE RESP f k ANEL EL' -SHEAR LL FRAMING AND REQUIRED SHEATHING AND P R WALLS WA Q M .NU I N AL. AT 0 AND T FUR REQUIREMENTS. A L HE MANUFACTURER'S E UIREMEN S. STANDING SEAM. i BEN TRESS Fb 260Q sIMANUFACTURER'S E" UIREMENTS. LAY ANID TILE ROOFS SHALL BE :INSTALLED. PER THE CONCRETE AND CLAY ROOF TILE. INST L A. Q MODULUS E 1,900ks1, BE G. S {, ) P.: Q , OT RS DIRECTLY SUPPORTING ROOF FRAMING. G. ITEMS NOT DESIGNED HEADERS SU 0 _ TO TRAC SH CON ALL BE EM TS. THE RESPON"BIBLE 'F R THE DESIGN. AND INSTALLATION OF ALL PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES FLOOR FRAMING NOT METAL ROOFS SHALL COMPLY WITH ASTM E1,514 AND BE INSTALLED ACCORDING TO THE MANUFACTURERS REQUIREMENTS. 'MATERIALS. - - CONN CONNECTION, AND ANY METAL FLASHING AND VALLEY ADDR SED TRUSS SPECIFICALLYES TRUSS TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. WATERPROOFING: R INSTALLATION OF ALL WATER PROOFING. THE: CONTRACTOR SHALL BE RESP iNSIBLE FOR THE DESIGN/ V) 0 y z I Q r: Q I y, I . I E IATIONS CHEDULE EGENd AND ABBR VSIMPSON CONNECTORS WOOD FASTENINGPLAN CONNECTION UPLIFT _ INTER OR LOAD BEARING WALL MEMBERS FASTENER - FL CODE _ TYPE FASTENERS CONNECTOR # SYP SPF F NAI 2 -GUN NAILS @ 12" STAG. TOP PLATE TO TOP PLATE ACE L HEAD R SIZE SEE PLAN 1 (2)2x8-1/1 , 12-8dx1 10446.4 IIS `A35 450 450 /i T FACE NAIL 2-16d 3 -GUN NAILS' TOP PLATE, LAPS/INTERSECTION ION dx2 EA. END 11478.3 H2.5T 600 520 5 8 /z DESIGN a DBL. TOP PLATE TO STUD -FACE NAIL 2-16d 3 -GUN NAILS C � El FILL MU CELL ON EXISTING'` WALL, SEE PLAN... ' 5 10dx1 EA. END 11470.3 20 530 / : H8 6 2 » » 6 GU NAIL @ 6 _ RIM JOIST TO TOP PLATE TOE .NAIL (8d @ ) N I CRITERIA 1 10456.3 _ 100Q 860 7-10dx1 / EA. END . M TS12 2` - 5 - GUN LATE. TOE NAIL 3 8d 5 GUN NAILS UPLIFT ANCHOR SEE PLAN CEILING JOIST TO TO P ( ) , »AND 4-10dx1 EA. END 13872.3 HTS20 1450 1245 2 /2 t i F AI 3-16d 4 -GUN NAILS 9-10d EA. END 13872.4 CEILING JOIST, OVER PARTITIONS ACE NAIL ( ) MSTA24 1765 1270 ;GENERAL FILING JOIST TO ROOF RAFTER. FACE NAIL 6 16d 8 GUN NAILS.' i C J0 C ) , . END 13872.8 ADJ ADJACENT LG Lon MSTA36,- 2050 1870 13-1 Od EA 9 : NATES 2 16d 3 GUN NAILS ' MANUF, Manufacture JOIST TRUSS TO PLATTE TOE NAIL BM BEAM 18-16d TO TRUSS BEAM JOIST/ TRUSS 0- Monolithic BOT BOTTOM MON. 11496.2 Do T c O SCALE DIMENSIONS FROM T 3480 3080 _ E 'HT4 RAFTER TO PLATE TOE NAIL (3 8d)- 3 GUN NAILS 1-5/8"0 ROD TO FTG. BRIG FARING OC On Center THES;ORAWINGS.IFA'DIMENSIONIS (UNCLEAR REFER TO THE - NIT OSB _Oriented Strand 'Board A HITECTURALORAWINGSOR .4 GUN NAILS CMU. CONCRETE .MASONRY U R� _ JACK RAFTER TO HIP.. TOE NAIL (3-10d) I 32 16d TO TRUSS BEAM / - - i CONTACT THE E.O.R. 5250 4670 11496.2 DBL DOUBLE PERP Perpendicular H TT5 UN NAILS _ - �; ; 2 16d 3 G Pre Engineered ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL ( ) DIA DI METER PRE ENG - 1-5/8"0 ROD TO FTG. 9 ('LAN NAME EA EACH PSF Pounds per Square Foot � P q , (RE�IDENTIAL RENOVATION 6-10d TO HEADER 16d@ 16 O.C. @EDGE CONT. HEADER, TWO PIECES FACE NAIL I E - EACH END PSI - Pounds per Square Inch ,; 930 780 10655.113 ' E P q - _ `, � N CH ECKED 4 10d TO JOIST _ - - RECORD PT PRESSURE TREATED CONT. HEADER TO STUD:. TOE NAIL 3 16d 4 GUN NAILS EOR ENGINEER OF ECQ , { ) CS JMD LAP EQUAL QT - Quick Tie / 14-16d TO HEADER EQ Q °4 GUN NAILS.... - .u, BATE STUD TO SOLE PLATE TOE NAIL (3-16d) - inforce c HU410 905 785 10531.36 EXT E TERIOR REIN`F Re ;� OFFICE COPY » » ODE SF Square Foot 11.01.17 6 16d TO JOIST FBC F ORIDA BUILDING C q SOLE PLATE TO JOIST BLOCKING FACE NAIL 16d @ 16 GUN NAIL "-@ 8 / ( ) e Pine Fur SCALE 5 '» - 4. FDN - FOUNDATION SPF' -Sprue e 200 ROD w 12 16d 108 96 ABU44 2 /8 / AS NOTED : T F0 T SYP Southern Yellow Pine NAIL SPECIFICATIONS F � 5 _ -- FOOTING THRU Through ,� LVA No. -t_ __; 2300 � ROD w 12 16d 10849.6 FTG 9 ABU66 /8 / x EVlE R WE _ Typical _ F A » R TYP OR � DE 17 oossr _ HDR FADE YP Cf�b� C , _ _ SHANK t2MPL1 AN C _ 2 13 � RINK _ GUN NAILS x0.1 _ 3x0.131 b T A N A SIMPS ON EPO X Y TIE 11506. 4 SE / / Unless Otherwise Noted Z HORIZONTAL ` UON CITY CONTROL No. » HORI ATLANTIC_ _ BEACH - 21/2%0.131"0 .:.-` - 8d � 6d 2x0.113- Vertical P U N D S VERT SEE PERMITS LBS iS FQR ADDITIONAL 10-16d TO STUD/BEAM/POST'..��„ ONAL _ 16d REQUIREMENTS 3 x J.162 F Welded Wire Fabric 1 75 11496.3 3 x0.148 � 10d /z WW AND SHEET ; LTT20B 1675. 6 »CONDITIONS sH E I u _ 1 r, » , ' �, 1 » » 1 rr 1 0 ROD TO FTG. 1 - - /2 - - 8 x1 0.148 � 10dx1 1 x .131.. b d / 1 / x /2 /2 2 - z REVIEWED D O LSTA12 805 695 10-10d 13872.5 L7S 0 i !SH:F i CS16 1705 1705 13-8d 1.0852.1 ET 1 08 I - I ROOF SHEATHING SPECIFICATIONS. OR PLYWOOD SHEATHING, NAILED w 0.113x2 O.C. Ft- RING SH Co? 6O.C.EDGE & 6 FIELD ATG G ANK NAILS 0. ABLE ENDS NDECREASE EDGE NAIL SPACING TO 4 O.C. w 7 SHINGLE MIN. / 24 16,_ APA RATED .OSB ' » F ROOF EDGE). WITHIN 4 -0 0 } r_ ` I , AT NG SPECIFICATIONS WALL SHE HI Lou Ponci o and _ FLEXIBLE FINISH MIN. /6 24 16, ING-.FASTENED w APA RATED OSB OR PLYWOOD SHEATH / 8 6 AND 6 O.C. FIELD. SHEATHING' MAY BE d @ O.C.O:C. ED E s-sociates A .. Y OR VERTI INSTALLED HORIZONTALLY ALLY. FLEXIBLE `FINISH WALLS INCLUDE: WOOD CEMENT OR VINYL SIDING > HARD1 PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. 420 Osceola Avenue <.., STUCCO FINISH, -MIN. 7/jr,", 24/16, / APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w / » » 8d @ 6 O.C. EDGE AND 6 O.C. FIELD. INSTA `L SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL Florida 322 au. Beach. 32250 Ph 242-0908 Fax. 241-9557 STUDS FL: GA 418344 SC: CA#3579- TOP ' .CHORD DEAD LOAD 7 psf ARCH SHINGLES 'BOTTOM CHORD LIVE LOAD 10 psf THE ABOVE ARE ALLOWABLE E WIND PRESSURE VALUES (ASID). THE MASONRY SPECIFICATIONS: A WITH C1530.1 05. GRO l SHA , AND SHALL BE CONSTRUCTED IN ACCORDANCE TH A LL BE IN ACCORDANCE , LOAD f ND PRESSURES HAVE BEEN REDUCE BY 0..6.0 AS PERMITTED BY MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, WITH ASTM C476 WITH A MINIMUM OF 28 BOTTOM CHORD DEAD 5 s ABOVE WI P 3 0 d a 4 T . wa F s PLACED A N 8 T 1 ,a H HAVE A MAXIMUM COURSE AGGREGATE SIZE 0 0 1 SLUMP. M RT a -: VE STRENGTH OF 2 00' sI PER ASTM C1019 GROUTS ALL 0 R SHALL CONFORM TO ASTM C270 AND .. � .. THE ALLOWABL E STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION DAY COMPRESSIVE p _ ♦ �w tt ♦ P.m P R L I R THE DESIGN AND INSTALLATIO . OF ALL FLASHING. � �. • TYPE. M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRALTO SHALL BE RESPONSIBLE FOR SIG L SHING w . �G DEFLECTION CRITERIA. SHALL BE TOTAL LOAD L 180 'ROOF FRAMING. LIVE LOAD L/240 T / . � No MASONRY UNITS CMU _ F R BOTH CONCRETE MASO a IV LOAD L/, 60 &TOTAL LOAD L/240 COMPONENT &CLADDING WALL ELEMENTS SHALL BE DESIGNED(CMU)-- a FLOOR FRAMING: . L E , - _ - C' W LOAD-BEARING CMU TYPE 1 GRADE _ N 1 NORMAL 'WEIGHT WITH A MINIMI � COMPRESSIVE STRENGTH F 1 VE PRESSURES SHOWN IN TABLE. ABOVE. CMU SHALL BE IN ACCORDANCE WITH ASTM C90 75, HOLLO AD S N 900 psi f m 1500 psi). GROUT ALL •. � POSITIVE AND NEGATIVE (CMU), P ( P ) M LIFTS 'PROVIDE CLEANOUTS PER ACI 53.0.1. 02 IN THE BOTTOM OF COURSE OF MASONRYWALL. , O F CELLS CONTAINING VERTICAL REINFORCEMENT IN -5 -0 MAXIMU L F E B ASONR WHEN THE HEIGHT EXCEEDS ALL EXTERIOR .. .:WIND.. LOADING: » ION PERMISSIBLE. E. _ P INTERPOLATION IS P R N LINEA W N AND �, r 0 MAX. AND AT EACH CORNER ALL END, A INTERSECTIONS. CTIONS. � VI � � L BE DESIGNED WITH -A SHALL BE REINFORCED FULL. HEIGHT WITH... 4 @ 4 O.C. WALL N E E 0 DE CONTINUITY OF REINFORCING AT INTERSECTIONS OF . i ASCE 7 10 FOR WIND UPLIFT, TRUSSES SHALL WALLS # _ D a d sa d B R 'MJNIMUM OF 40 BAR` DIAMETERS INTO EACH'. ELEMENT. AT STEMWALL N TRHORIZONTAL � 4 F ENT BY INSTALLING CORNERBARS, MENT C S UCTED OF 5 OR MORE COURSES PROVIDE CONDITION OF 5' PSF TOP "CHORD AND 5 PS PERPENDICULAR MASONRY; ELEMENTS _ ....MIN. DEAD LOAD , i E JOINT - » y S SUCTION. sw PRESSURE AND MINUS ,1 PLUS FOR THE BEARING POINTS ER COURSE ' BOTTOM CHORD. REACTIONS CALCULATEDREINFORCEMENT AT 16 O.C. VERTI ALLY, EVERY OTHER OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC: FLOOR i AMI I THE D DQ S FASTENING TO THE WALL FRAMING , ROOF LIVE LOADS SHALL BE MULTIPLIED .DESIGN OF WINDOWS OR LIVE LOADS COMBINED .WITH R / CONCRETE SPECIFICATIONS. Luas A. (ontl o P E I & SHALL MEET ' 3 r SUPPLER S OOR MANUF. I D SHALL 'BE ONSTR CTE ACCORDAN TH CI'301. ALL NCRET V THE WINDOW/DOOR NE IN ACCORDAN E WITH AC 318:...08 AN C U DIN CE WI A 0 E SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH `F BY 0.75 WHEN COMBINED w DEAD 'LOAD. RESPONSIBILITY' OF / / ALL CONCRETE. HAS BEEN DESIG C EN 0 25.00. PSI , PRESSURES. � L l E#53311 AND NEGATIVE RECOMPRESSIVE NGTH SI -THE ABOVE NOTED .POSITIVE AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A .BYRE OF 3000 P x, ------ -- 1 -- 130 MPH WIND SPEED ASCE 7 0 BASIC ( ) � • REVISIONS DATE =------------ 1.Oo �. Ns. IMPORTANCE FACTOR FOOTING AND FOUNDATIONS: a a t" --------- LNG CODES. TI HAVE NE BEARING- SI _______ �IL-� E IN ACCORDANCE WITH LOCAL BUILD FOOTING H E BEEN DESIGNED .WITH A SOIL BE (DESIGN MAXIMUM ' OF 20 0 PSF. A .SOILS INVESTIGATION REPORT I i MEAN ROOF HEIGHT -- 15.0 FT` �� FOOTINGS AND FOUNDATIONS SHALL B A ( ) T 5 r r ---- -- a CE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL THE ENGINEER SHALL E NOTIFIED. SOIL SHALL BE FREE 0 =------------ 1 RECOMMENDED TO VERIFY SUITABLE SUBSURFA 0 R F ------ a �2 6, 1 ROOF PITCH ; 5 1 / ILL SHALL B MPA T __ VE CLAY SOILS. SOIL COMPACTION AND F AL BE COMPACTED 0 A MIN. OF 95% MODIFIED PROCTOR SIN ACCORDANCE WITH AST D 1557. ORGANIC MATERIAL AND COHESIVE, ) _s j - - - - - - - - - - - - - - - - - BUILDING CATEGORY 1 I I _____--_ INFORMATION. FOR GENERAL FEATURES CONDUITS ELECTRICAL B- T ETARCHITECTURAL PLANS N CA OTIN I --_--_____ FOUNDATION PLAN ONLY CONVEYS". STRUCTURAL INFOR CAL EMBEDS, STEP HEIGHTS, C.�, SEE DO NOT SCALE FOOTING DIMENSIONS AND I Y B .. EXPOSURE RE CATEGO R a FOOTING 'ATI A PLAN FRAMING AN BUT BY DIMENSIONS PROVIDED ON FOUNDATION - - - - - - - - - - ____--_ -�-� DENOTES EDGE .STRIP: LOCATION FROM THE FOUNDATION LAN SHOWN ON S1.0. D0 NOT DETERMINE 00 LOCATION BASED ON "EITHER THE ARCHITECTURAL L . OR PL DATION ENCLOSURE CLASSIFICATION IFIGATION ENCLOSED THEN CONTACT ENGINEER 0 RE ART LAN. IF FOOTING SIZE OR LOCATI N `IS NOT DETERMINED ON .PLAN E N F CORD EOR f .1 8 a , SEE C &CCH P (EOR) INTERNAL PRESSURE COEFFICIENT , IN ABOVE FOR 'a DIMENSION » FIELD ALTERATION i , INIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 IN FOOTINGS AN MESH SHALL BE CENTERED IN SLAB ON GRADE IN ALL CONTINUOUS FOOTINGS PROVIDE 3 , UNLESS OTHERWISE .NOTED ON DRA INGS, MD # 1 V CONTRAC UK -SHALL CONTACT LOU REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLi_NG CORNER .BARS 'MINIMUM OF 4Q BAR DIAMETERS INTO EACH -P TI ASSOCIATES I T @ 48 O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF RE N ELEME T , DN GD8 ss�c. sPRDR o 1 MAKING ANY STRUCTURAL 1 `_ K IN 5 RUCTU FIELD -' 1 MITT SHALL BE 48 BAR DIAMETERS I ELEMENT. SPLICES IN REINFORCING, WHERE PER. ED, SH _L NIDOIHCATIONSWHICHMAYVARY MATERIAL SPECIFICATIONS FROM THE INTENT OF THE ORIGINAL a CO TRUCTION DOCUMENTS. ANY FI 4 p a FIELD LTERNATION_ MAOE RIOR TO CONCRETE SLABS ON GRADE. 1 1 BEIN APPROVED BY LOU PONTIGO & 1 1 » A SOLI TE MAY RESULT I P TREATMENT S S R SU N ETARDER WITH _JOINT _LAPPED 6 AND SEALED 0 CLEAN COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL FOR : 1 1 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR R S L .VER�4 HARDWARE AND ANCHORS. �---- _---� ADDITIONAL ENGINEERING OR ANCHOR BOLTS &THREADED ROD. _SHALL BE IN ACCORDANCE WITH PREVENTION OF SUBTERRANEAN TERMITES. INsrECTIDN FEES. PAN a T A 307 -0R ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] a -ASM I 12 x12 GRID WITHIN 12 HOURS OF'CONCRETE H U SLAB CALL EOR FOR ALTERNATIVE WASHERS. :SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B}. SAWCUTS. FOR CONTROLLED CMAC INC CUT A -1 SAWCUT INTO SLAB N A ETE PLACEMENT, PROVI� E SAWCUTS THROUGH 0 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METHODS. 'METAL CONNECTORS. ALL METAL CONNECTORS WHICH ARE EXPOSED TO • FRAMING SPECIFICATION5� B E GALVANIZED. D. WOOD NG SHALL .:, EXTERIOR C E OF SERV -- �,: SC FOR WOOD R T T ATH OR IN C NTACTRDANCE WITH NATLONAL DESIGN SPECIFICATIONS NDS CONST UC ION TEST'�.DITION. ALL WOOD MEMB RS EXPOSED 0 WE ER 0•ALL WOOD FRAMING HAS BEEN DESIGNED IN -ACCO (NDS) � , RETROFIT REBAR ROD INSTALLATION.. EMBEDMENT OF RODS OR REBAR RE / TREATMENT I - USE, A ERS SHALL B HOT DIPPED GALVANIZED. IF ACZA '1/41, WITH MASONRY CONCRETE OR SOI SHALL BE PRESSURE -.TREATED. IF, -ACQ -0R NON DOT BORATE PRESERVATIVEE S E(�;, ALL,"ATTACHED FASTEN E , AR DIAMETER MINIMUM HOLES SHALL BE .DOWELS SHALL BE 12 B MEANS AND METHODS. PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. AR SIX AND 1 "LARGER THAN THREADED ROD SIZE. LARGER THAN -REB /s EE NOT HAVE. CONTROL OR BE RESPONSIBLE THE STRUCTURAL ENGINEER SHALL N - U.0.N) FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, PROCEDURES, OR r , t W . _ iW BE ONE OF THE FOLLOWING PRODUCTS . - ANCHORING..., ADHESIVE. SHALL SEQUENCES FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OF), ANY PRE-ENGINEERED WOOD TRUSSES: ;... Y W TH NF ALL VERT THAT ADEQUATE TRUSS BEARING 1S EING BUILT AND SHALL COMPLY I D _ .IT CONTRA SH E U T S N ONLY): OF ENG NEER IN THE STATE WHERE PROJECT IS B PA TPI_ AN � 10G. G0 Q DUAL CARTRIDGE INSTALLATIO OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY SHALL BEAR THE SEAL. OF AN , ,, , �� v . .........:.. . , TIONS AN OFIL S �, T I� P TY OF THE DELEGATED BUSS ENGINEER. ALL ALL TRUSS -TO -TRUSS CONNEC D TRUSS' PR E HE ES ONSIBILI ED T E L HEAD A7 -. ACCORDANCE,, WITH THE CONTRACT AT ALL TRUSSES; . A5 IN I.CATED IN THE TRUSS SHOP DRAWINGS� ; EPDXY.. ITW RED THEM TO'b-048 THE WORK IN ACCO �E, INSTALLED SI r T 61 GRADE o0. INSTALLING ACING METAL.. -PLA E CONNECTED WOOD TRUSSES, HIB 91. AT MULTIPLE STRAP REINFORCING STEEL. SHALL BE ASTM A 5, DOCUMENTS-., TEMPORARY BRACING PER COMMENTARY AND RECOMMENDATION FOR HANDLING, INS & BR , 7 R D TRUSSES SHALL HAVE T A992 GRADE 50. EL SHALL BE ASTM E _ TRUSSES, PLACE STRAPS DIAGONALLY 'ACROSSDBL. TOP PLATE FROM EA. OTHER. STRUCTURAL ST WHEN USING 2 STRAPS. ON SINGLE PLY TRU AGONALL CONNECTIONS SPREAD STRAPS TOs AVOID NAILING CONFLICTS THROUGH TRUSS. W { ) I � I i `./ I HAL BE ASTM A185. OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES:_ WELDED WIRE FABRIC (WWF). SHALL LIMITS I T UCTURAL ENGINEER ARE' ECIF ` Y DESIGNED BYTHESR THE ITEMS._ �' ICALL ES L LAMINATED VENEER LUMBER .�. � ER LUMBER (LVL): AL ROOF. COVERING SPECIFICATIONS ._. LAMINATED VENEER ( ) ,:f x , H FOR IND UPLIFT, 1�-1 US' OAD PAT R W O E F TINUO LALL COMPLY W T 0 WING. CON�' WITH N LLOSHINGLES SH ASTM .D3161 AND BE STALLED ACCORDING TO THE S, ELA TL LIM ��NSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM._ ASPHALTS SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES S �THE CONTRACTOR SHALL BE RESP f k ANEL EL' -SHEAR LL FRAMING AND REQUIRED SHEATHING AND P R WALLS WA Q M .NU I N AL. AT 0 AND T FUR REQUIREMENTS. A L HE MANUFACTURER'S E UIREMEN S. STANDING SEAM. i BEN TRESS Fb 260Q sIMANUFACTURER'S E" UIREMENTS. LAY ANID TILE ROOFS SHALL BE :INSTALLED. PER THE CONCRETE AND CLAY ROOF TILE. INST L A. Q MODULUS E 1,900ks1, BE G. S {, ) P.: Q , OT RS DIRECTLY SUPPORTING ROOF FRAMING. G. ITEMS NOT DESIGNED HEADERS SU 0 _ TO TRAC SH CON ALL BE EM TS. THE RESPON"BIBLE 'F R THE DESIGN. AND INSTALLATION OF ALL PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES FLOOR FRAMING NOT METAL ROOFS SHALL COMPLY WITH ASTM E1,514 AND BE INSTALLED ACCORDING TO THE MANUFACTURERS REQUIREMENTS. 'MATERIALS. - - CONN CONNECTION, AND ANY METAL FLASHING AND VALLEY ADDR SED TRUSS SPECIFICALLYES TRUSS TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. WATERPROOFING: R INSTALLATION OF ALL WATER PROOFING. THE: CONTRACTOR SHALL BE RESP iNSIBLE FOR THE DESIGN/ V) 0 y z I Q r: Q I y, I . I E IATIONS CHEDULE EGENd AND ABBR VSIMPSON CONNECTORS WOOD FASTENINGPLAN CONNECTION UPLIFT _ INTER OR LOAD BEARING WALL MEMBERS FASTENER - FL CODE _ TYPE FASTENERS CONNECTOR # SYP SPF F NAI 2 -GUN NAILS @ 12" STAG. TOP PLATE TO TOP PLATE ACE L HEAD R SIZE SEE PLAN 1 (2)2x8-1/1 , 12-8dx1 10446.4 IIS `A35 450 450 /i T FACE NAIL 2-16d 3 -GUN NAILS' TOP PLATE, LAPS/INTERSECTION ION dx2 EA. END 11478.3 H2.5T 600 520 5 8 /z DESIGN a DBL. TOP PLATE TO STUD -FACE NAIL 2-16d 3 -GUN NAILS C � El FILL MU CELL ON EXISTING'` WALL, SEE PLAN... ' 5 10dx1 EA. END 11470.3 20 530 / : H8 6 2 » » 6 GU NAIL @ 6 _ RIM JOIST TO TOP PLATE TOE .NAIL (8d @ ) N I CRITERIA 1 10456.3 _ 100Q 860 7-10dx1 / EA. END . M TS12 2` - 5 - GUN LATE. TOE NAIL 3 8d 5 GUN NAILS UPLIFT ANCHOR SEE PLAN CEILING JOIST TO TO P ( ) , »AND 4-10dx1 EA. END 13872.3 HTS20 1450 1245 2 /2 t i F AI 3-16d 4 -GUN NAILS 9-10d EA. END 13872.4 CEILING JOIST, OVER PARTITIONS ACE NAIL ( ) MSTA24 1765 1270 ;GENERAL FILING JOIST TO ROOF RAFTER. FACE NAIL 6 16d 8 GUN NAILS.' i C J0 C ) , . END 13872.8 ADJ ADJACENT LG Lon MSTA36,- 2050 1870 13-1 Od EA 9 : NATES 2 16d 3 GUN NAILS ' MANUF, Manufacture JOIST TRUSS TO PLATTE TOE NAIL BM BEAM 18-16d TO TRUSS BEAM JOIST/ TRUSS 0- Monolithic BOT BOTTOM MON. 11496.2 Do T c O SCALE DIMENSIONS FROM T 3480 3080 _ E 'HT4 RAFTER TO PLATE TOE NAIL (3 8d)- 3 GUN NAILS 1-5/8"0 ROD TO FTG. BRIG FARING OC On Center THES;ORAWINGS.IFA'DIMENSIONIS (UNCLEAR REFER TO THE - NIT OSB _Oriented Strand 'Board A HITECTURALORAWINGSOR .4 GUN NAILS CMU. CONCRETE .MASONRY U R� _ JACK RAFTER TO HIP.. TOE NAIL (3-10d) I 32 16d TO TRUSS BEAM / - - i CONTACT THE E.O.R. 5250 4670 11496.2 DBL DOUBLE PERP Perpendicular H TT5 UN NAILS _ - �; ; 2 16d 3 G Pre Engineered ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL ( ) DIA DI METER PRE ENG - 1-5/8"0 ROD TO FTG. 9 ('LAN NAME EA EACH PSF Pounds per Square Foot � P q , (RE�IDENTIAL RENOVATION 6-10d TO HEADER 16d@ 16 O.C. @EDGE CONT. HEADER, TWO PIECES FACE NAIL I E - EACH END PSI - Pounds per Square Inch ,; 930 780 10655.113 ' E P q - _ `, � N CH ECKED 4 10d TO JOIST _ - - RECORD PT PRESSURE TREATED CONT. HEADER TO STUD:. TOE NAIL 3 16d 4 GUN NAILS EOR ENGINEER OF ECQ , { ) CS JMD LAP EQUAL QT - Quick Tie / 14-16d TO HEADER EQ Q °4 GUN NAILS.... - .u, BATE STUD TO SOLE PLATE TOE NAIL (3-16d) - inforce c HU410 905 785 10531.36 EXT E TERIOR REIN`F Re ;� OFFICE COPY » » ODE SF Square Foot 11.01.17 6 16d TO JOIST FBC F ORIDA BUILDING C q SOLE PLATE TO JOIST BLOCKING FACE NAIL 16d @ 16 GUN NAIL "-@ 8 / ( ) e Pine Fur SCALE 5 '» - 4. FDN - FOUNDATION SPF' -Sprue e 200 ROD w 12 16d 108 96 ABU44 2 /8 / AS NOTED : T F0 T SYP Southern Yellow Pine NAIL SPECIFICATIONS F � 5 _ -- FOOTING THRU Through ,� LVA No. -t_ __; 2300 � ROD w 12 16d 10849.6 FTG 9 ABU66 /8 / x EVlE R WE _ Typical _ F A » R TYP OR � DE 17 oossr _ HDR FADE YP Cf�b� C , _ _ SHANK t2MPL1 AN C _ 2 13 � RINK _ GUN NAILS x0.1 _ 3x0.131 b T A N A SIMPS ON EPO X Y TIE 11506. 4 SE / / Unless Otherwise Noted Z HORIZONTAL ` UON CITY CONTROL No. » HORI ATLANTIC_ _ BEACH - 21/2%0.131"0 .:.-` - 8d � 6d 2x0.113- Vertical P U N D S VERT SEE PERMITS LBS iS FQR ADDITIONAL 10-16d TO STUD/BEAM/POST'..��„ ONAL _ 16d REQUIREMENTS 3 x J.162 F Welded Wire Fabric 1 75 11496.3 3 x0.148 � 10d /z WW AND SHEET ; LTT20B 1675. 6 »CONDITIONS sH E I u _ 1 r, » , ' �, 1 » » 1 rr 1 0 ROD TO FTG. 1 - - /2 - - 8 x1 0.148 � 10dx1 1 x .131.. b d / 1 / x /2 /2 2 - z REVIEWED D O LSTA12 805 695 10-10d 13872.5 L7S 0 i !SH:F i CS16 1705 1705 13-8d 1.0852.1 ET 1 08 I - I r_ INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES_ AT THE TIME OF DESIGN` INCLUDING NG ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS.— CONTRACTOR SHALL VERIFY ALL EXISTING CONDI IONS AND. NOTIFY. ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST 3ETWEEN THESE .DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR ° SHALL. REPAIR REPLACE ANY DAMAGED EXISTING STRUCTURAL M M BERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR ON RACTOR SHALL PROVIDE ALL TEMPORARY BRACING SHORING TEMPORARY RY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTEC THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONT y RACTOR. I SYMBOLS LEGEND 1/ - - - - - DESIGNATES FOOTINGLINE DESIGNATES SAWCUT LINE ~ 1 -0ESIGNATES SLAB RECESS I 51.01 NEW FOOTING TO EXISTING IMPORTANT NOTE. EX MONOLITHIC EXISTING MO 06 DRILL 15" AND EP •�: .' as .. .. a, ,. a b. FOUNDATION TO REMAIN AS IS --- —�. a 6x6 P.T. SYP#2 POST 5 2—#5x30 DO -. b . � .a. eb a a b v Q 1 EMBEDDED IN FOOTING 51.01 P L! nOF8 SHEETI DRILL 4 AND EPDXY 1 #3x16 HORIZONTAL DOWEL BARS @ DRILL 4" AND EPDXY 1—# 3x16" TYPICAL WALL FRAMING24 O.C. (TYP Ca? HORIZONTAL BOWEL BARS AND ANCHORAGE PER 24" O.C. (TYP) CONSTRUCTION SPECS. » 4 CONCRETE SLAB w EXISTING MONOLITHIC 4 CONCRETE SLAB w LI FIBERMESH Q 1.5 LBS/CU.YD / EXISTING MONOLITHIC FOOTING TO REMAIN OF CONCRETE OR 6x6 W1.4xW1. AS FIBERMESH C� 1.5 LBS CU.YD. SLAB ON / FOOTING TO REMAIN AS 4r N A GRADE, R WWF ON EMIL VAPOR BARRIER IS OF CONCRETE OR "6x6 W1.4xW1.4 IS Z SEE PLAN. IN PREPARED GRADE. WWF ON 6MIL VAPOR BARRIER Zo Q e 4 1 J wo �. IN PREPARED G RADE. dx 1 m1) DEEP SAWCUT w/ <Q EXISTING W ._ p ..,... ._ EXISTING ELASTOMERIC SEALANT cn SLAB ON �.. '._ r l SLAB ON 7— GRADE .N - ./ , GRADESLAB ON GRADE, SEE PLAN cJn/ oALT. FOOTING AT J r BUILDERS DISCRETION. r / d {,dddd l ✓ I. / /'. NOTES. CLEAN COMPACTED \ , 3 12 1 PROVIDE SAWCUTS TO CREATE FILL W/(2)#5 :. CLEAN COMPACTED 5 CONT. � -' \ A APPROXIMATE 12 X 12 Q MAX. S / �, / FILL 2 SAWCUT CONC. SLAB WITHIN 4 T m... 12 HOURS OF CONC. PLACEMENT. SAWCUT DETAIL INTERSECTION w EXI- TIN MONOLITHIC EDGE FOOTING _ 2 NEW SLAB/ EXISTING NEW SLAB INTERSECTION 1 34 RSEC fON w/ EXISTING �-01 S1.01S1.01 S1.01' 6x6 P.T. SYP2 # OLUMN. SEE PLAN FOR LOCATION SEE' 5/S1.01 FOR THICKENED /-EDGE FOOTING DIMENSIONS AND REINFORCING V-41) SLOPE CONCRETE AWAY FROM POSi—\ 8" LAP W.W.F. SEE PLAN a SLAB `ON GRADE GRADE CLR. e--) I iSEE PLAN_ DE WALL FRAMING WRAP P-ORTION OF POST T. SYP` #2EMB°jDDED IN CONCRETE w/ 4xa.6x6 W1. N. SEE PLAN 1 I ,. SELF<�ADHESIVE RUBBERIZED WWF REINF. TYP N - ASPHALTIC WATERPROOFING STEP, SEE ARCH. PLAN. C ) I a III SLAB ON a cQ MEMBRANE d a SLAB ON GRADE ..:.. __ ..�. _.. w ... z a GRADE, ��-.: r,. DETAIL A -A - PLA - » o Q y \- ,� ,� 4 SEE N _ ,. SEE PLAN. c° 16 h J \\ .. vii ' pp a. N • . / CONCRTE PIER m " PROVIDE 6OF GRAVEL 1 �\ EL \ • l .-' $ PROVIDE 2-#5x10 REBAR FOR DRAINAGE Lw 1 5. CONT.=`. RI T 3 DRILLED HROUGH' POST „ AT LOCATIONS SHOWN x16 w/(2)#5 CONT. — THICKENED SLAB EDGE 6 MONO FOOT1 G AT STEP DOWN � EMBEDDED POST DETAIL rr1 LOCATION 5 t S1.01 S1.01 SCALE: /a -1. 0 51.01 SCALE: 3/4 = 1 —Q w OFFICE COPY L u Ponti3o and Associates, Inc. 20 Osceola Avenue Jax. Beach, Florida 32250 Ph.2 2-0908 Fax.241-9557 FL: CA # 8344 SC: CA# 3579 �;tuaauasnve�rrf : ,y4�````,` u+/ �^+tl a tl •fit Pr,y.' 9 �(!`�fP�pIO� No.53 1 1 a • i STA OF • t2,'a Ld /"rya°°°"4/�e a b 1" 4 1 N �, Luis A. Pontigo, PE FL PE#53311 I Fi,EVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MA<ING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTEPNATIONS MADE PRIOR TO BEINC APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN A DITIONAL ENGINEERING OR INSPECTION FEES. Itt rr 7 W` �0 U T L L 1; CO W L..1. U fV 1 I` O J F-- d FOUNDATION ATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE. DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME rRESIDENTIAL RENOVATION DESIGN/DRAWN/CHECKED S / JMD /LAP DATE 11.01.17 SCALE AS NOTED LPA No. JADE -17-00661 CONTROL No. SHEET S1 .til �141' HEET 3 OF 8 i SYMBOLS LEGEND.: s . INFILL CMU WALLINFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIOS HAVE BEEN OBTAINED BA E SED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE .WITH SIMILAR �aESICNATeS CMU WALL �• r,,. .,, .. .;..: ': •, , ; STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE. DRAWINGS. CONTRACTOR C _ � WALL. TO BE REMOVED SHALL VERIFY ALL EXISTINGONDITIONS AND 'N NOTIFY 0 Y ENGINEER IN WRITING ti BEFORE .BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR aEsicNArEs THE NUMBER of PLY'S of p L u Po n 3o and 2x8-1 2 A 2 HEADER, HEADER SIZE, &JACK/KING ' r DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR (> ssociates Inc. / STUDS NEEDED FOR HEADER OPENING. II ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL R EPA1R/REPLACE ANY 120 Osceola Avenue DAMAGED EXISTING STRUCTURALMEMBERS DISCOVERED DURING BEAM OR TRUSS, SEE PLAN }a :Beach; Florida 32250 CONSTRUCTION. THE CONTRACTOR SH R Ph.2 2-0908 UCT ONALL PROVIDE ALL TEMPORARY � Fax. 241 9557 DESIGNATES SHEARWA LL. THE HIDDEN n__... FL: CIA # 8344 SC. CA# 3579 BRACING SHORING TEMPORARY SUPPORTS AND OTHER SUCH ITEM ---------- / , S OR OTHER LINE _DESIGNATES SIDE. OF :WALL THE SW 8d 0 3 ALL SHEATHING d O APPLIED. `MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL t8d0l"/6" NAILING. Sd (� 3 6 DESIGNATES � Sd COMMONSDURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSON ,.NEL D RING3 O.C. EDGE & 6 - O.C. IN THE .:CONSTRUCTION ARE THE.. SOLE RESPONSIBILITY OF THE CONTRACTOR. aaat�+t+tta�tnra® 3`e 307 DIAMETER THREADED ROD etia 'fir TR ; . \.P0 '". TERMINATES AT FIRST FLOOR TOP tey i �"" �a PLATE SEE DETAIL 6/S2.0 + ♦ N ° °♦♦ 'i,a a �f �' ° Ate" e; " A307 DIAMETER THREADED RODS ; y G R5 TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 6/S2.0 SW NAILING: SW NAILING: S T O » » PER FULLY GROUT CELL ..CONTRACTOR: STRAP BEAMS TO POST 8d®3 - 6 8d�3 6 _ / d ♦ VERIFY FULLY GROUTED CELL. S E DETAIL 5/S21 (TYPICAL) , #C . .,. I NEW OPENING IN FASTEN _WOOD WALL(2)2x8 1/2 ✓xi ra?= Irl, a� EXISTING CMU ADD TO EXISTING CMU WALL STUD SCHEDULE i HUC210-2 - , E S2.2 PER 7 S2.1 TYP. ANGLE PER 1 / ( ) STUD SIZE Luis A IMPORTANT NOTE. MASONRY HANGER / PLATE Pontr o; PE LOCATION 3 I HEIGHT & SPACING ' .:.6x6 P.T. SYP 2 POST =., l FL PE#53311 9 -1 2x4 SPF. 2 C+� 16 O.C. EMBEDDED 1N FOOTING EXTERIOR # 3 2x12 SYP 2 3 2x12 SYP MAX _n _ - _ _ __ _w.�_ _ I _ _®-� -_ ---- 10 2x6 SPF#2 ®16 O.C. or EVISIONS 1 PLACE _. _• - - , # - naTE PER 7/S1.01 ( .__... EXTERIOR ,. \ .. ) � MAX 2x4 SPF#2 S # ®12 O.C. N STRAP HEADER DER EXTERIOR I 10'-1 TO ,. 2x6 SPF#2 Cd 16 O.C. PE N 14.0 3 INFILL WALL R 3/S2.2 I 10'-0" ,. � INTERIOR 2x4 SPF#2 ®16 O.C. N # EXISTING `CMU WAL TO PER 2 S22 MAX s2.2 REINFORCE .CELL PER I X I P, s. ! N 12 0 2x6 S F#2 ®16 O.C. Dr REMAIN REINFORC _ AS INTERIOR REMAIN, ;: MAX 2x4 SPF#2 ® 12 O.C. . N `1 S2.2 TYP. WHERE / { 3 2x6 N O SPECIFIED TYP sn,n NerEs { { ) SPECIFIED) SPF#2 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE I I POST. I ,. 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN: N GIRDER TRUSS ABOVE CONTRACTOR MAY INCREASE STUD SIZE TO MEET r IMPORTANT I NOTE. ARCHITECTURAL REQUIREMENTS. FIELD ALTERATION ^ I 3. SPF DENOTES PR CONTRACTORS A L REINFORCE SPRUCE PINE FIR.. SYP DENOTES SOUTHERN CONTRACTOR SHALL CONTACT L M YELLOW PINE. - PO TIGO Et ASSOCIATES PRIOR TO YP 2 POST w I II OU 6x6 P.T. S # / r ' ON THIS CMU .CELLS SPECIFIED MA IN6ANY STRUCTURAL FIELD MO IFICATIO S 4. USE SYP 2 FOR ALL TOP PLATES AND SOLE PLATES. N WHICH MAY VARY I MPB66Z AT .BASE. SEE F q � � > # UNDERFRAMING BY PLAN PER 6 S2.1 -LN ILL WALL FROM THE INTENT OF THE ORIGINAL / CONSTRUCTION DOCUMENTS. ANY `I 5. FASTEN BOTTOM P BEARING' WA DETAIL 5 S2.1 g PLACES) I ) LATE OF INTERIOR LOAD LLS ( � PER 2 52.2 FIEALTERNATIONS BUILDER / (D TO CONCRETE SLAB w 01DVEDBMADEPRIORTO /16d MASONRY CUT NAILS 6 O.C.OX BEING APPROVED BY LOU PONTIGO N MINIMUM: SEE 2/S2.0 ,FOR ADDITIONAL ANCHORS AT ASSOCIA^ SHEARWALLS ADDITIONAL MAY RESULT IN A OiTIONAL ENGINEERING OR REMOVE EXISTING WALL BOND I.t N INSPECTION FEES. _; v STRAP BEAMS TO POST PER BEAM `SHALL REMAIN AS IS. o O I I ---- GE E REMOVE EXISTIN GENERAL NOTES I DETAIL_ 5/S2.1(TYPICAL)N0< ADDITIONAL SUPPORT , ® WALL, 'BOND BE REQUIRED) 1. 'SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. INFILL ALL- SHALL REMAIN AS IS. AT GIRDERS AND BEAMS PROVIDE N STUDS BELOW TO NO ADDITIONAL MATCH BEAM GIRDER PLIES. i PER 2 S2.2 ( BEAM/ GIRDER REQUIRED) �I 2. SEE SHEET SO.O FOR ROOF AND _FLOOR SHEATHING SPECIFICATIONS. NI \ I / I 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE N; 1 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES % INFILL WALL j 'I I � TOGETHER PER. DETAIL 5/S2r0 M S2.2 I I i X PER 2 S2.2 / ,I N EXISTING OPENI G I ) 4. INSTALL SOLE PLATE ANCHORS PER DETAIL {�`ai9n` , 2 S2.0 SHALL BE. REINFORCED BY ADDING AN ANGLE `POST FROM 5. AT PORCHES, SEE DETAIL 5/S2.1 FOR FRAMING. 7 PER 1 S .2 ABOVE / REINFORCE CELL PER 1 S2.2 AND HOLD DOWNS II / I TYP. WHERE SPECIFIED .: w EXISTING OPENI G M i Q I TO REMAIN AS ISW MP RTANT NOTE: C, c17 N (n r I, I, I � �J , L CONTRACTOR SHALL REINFORCE I x �- N �! CMU CELLS SPECT IED ON THIS N l <I I I, ` I I i .. Lh N' PLAN PER 6/S2.1 REMOVE EXISTING w X L WALL CONTRACTOR .� III ^r I REINFORCE CELL PER moo, 6' S2.2(TYP. WHERESPECIFI 'D)NEW OPENING IN EXISTING MAY CUT OUT LINTEL I z CMU, ADD ANGLE PER 1/S2.2 II � � I I1 - 1 WALL FASTEN WOOD- WALL INFIL S2.2 TO EXISTING CMU PER S2.2 XISTI GQ PE NG PER 7" S2.1 TYP. :r TO R is CN HUC 10-,3 \:MAHUC210-3,ii iiMASONRY cn SONRY `S RAP HEADER GER I ! !; H N N N N HANGER PER 3/S2.2 1 `. r X4 HUC210- 2 1 1! • N LO LO HANGER }' S M i 2 2x12 YP 2 - X {) S # x N N (3)2x12 2 2 N N; / X CL PO HUC210-2 M N } HANGER N SW NAILING. SW NAILING. 8d03"/6"8dC�3 6 =9 51 \V 7r �. -DAMING 2x12 SYP _ ..(2)2x12 SYP#2 {2) # (2)2x12 SYP#2 SEE 3 S2.1 FOR 6x6 P.T. SYP 2 POST w BEAM CONN. AT 6x6 P.T. SYP#2 POST w/ # / PLAN MPB66Z AT BASE. SEE MPB66Z- AT BASE. SEE WOOD WALLS I I DETAIL 5 S2.1 9 , PL TAIL 5/S2.1 9 PLACES ACES A STRAP BEAMS TO POST PER STRAP BEAMS TO POST PER DETAIL 5/S2.1 (TYPICAL) DETAIL 5/S2.1 (TYPICAL) , FRAMING PLAN SCALE: 1/4" = 1'=0" DEIGN/D2AbVN/CHECKED FRAMING NOTES: S / JMD /LAP w 1. FOR TYPICAL WALL FRAMING S E DETAIL 2/S2.0 / DATE 2. ALL BUILT-UP POST,_ HEADERS & BEAMS SHALL BEE FASTENED PER 5/S2.0 11.01:17 SCALE f AS NOTED I I LPA No. y JADE -17-00661 I CONTROL No. I I ;I SHEET -OFFICE COPY S11 SHEET 4 OF ll � � I • I I DOOT THESE SCALE DIMENSIONS FROM DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R I RESIDENTIAL PLAN NAME RENOVATION s� DEIGN/D2AbVN/CHECKED FRAMING NOTES: S / JMD /LAP w 1. FOR TYPICAL WALL FRAMING S E DETAIL 2/S2.0 / DATE 2. ALL BUILT-UP POST,_ HEADERS & BEAMS SHALL BEE FASTENED PER 5/S2.0 11.01:17 SCALE f AS NOTED I I LPA No. y JADE -17-00661 I CONTROL No. I I ;I SHEET -OFFICE COPY S11 SHEET 4 OF ll � � I • I I FM 7 -7 -MM— . INFORMATION SHOWN ON THESE DR WINGS REGARDING EXISTING CONDITIONS �. .., HAVE BEEN OBTAINED BASED 0..,. N VAILABLE SOURCES AT THE TIME OF DESIGN INCLUDINGASSUMPTION:.,: ., S B SED ON EXPERIENCE WITH SIMILAR STRUCTURES. ....p THE .ACTUAL AS—BUILT CONDITION FOUND D IN THE FIELD MAY �• �: i VARY FROM INFORMATION INDICATE IN THESE DRAWINGS. CONTRACTOR SHALL VERIF,,r,. Y ALL EXISTING CONDI IONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUC ION OF ANY Y INTERFERENCES AND/OR Lbu Ponttgo and DISCREPANCIES THAT MIGHT EXIST ETWEEN THESE DRAWINGS AND/OR ssortates, Inc. ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REP/AIR REPLACE ANY - DAMAGED EXISTING ST 20 Osceola Avenue RUCTURAL M MBERS DISCOVERED DURING Ja . beach, Florida 32250 CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY Ph.2 2-0908 Fax. 241 9557 BRACING /SHORING, TEMPORARY SU PORTS ' AND OTH : ER SUCH :ITEMS `OR OTHER FL. A#-8344 sc. cn#3579 MEASURES NECESSARY TO PROTEC THE STRUCTURE AND ANY PERSONNEL DURING ;CONSTRUCTION. SAFETY 0 THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RES ONSIBILITY OF THE CONTRACTOR. 0. VVVVAHOrq+$ ^. �. Sold SYMBOLS LEGEND + " No) 5 3� 9 w :,. 1 HTS16 DESIGNATES UPLIFT CONNECTION.. S2.1DESIGNAT r o HTSM16 ES UPLIFT CONNECTION. ,, C <� F o + . 2x8x8 0 SYP 2 STRUCTURAL y + FRAMING PLAN NOTE'< `/ a n' A 8 T FASCIA FASTEN TO EA. � f r 1. FOR TYPICAL .ROOF SHEATHING AND F rf qRb ..• n +. k 7 FRAMING, SEE 2 2x10 SYP 2, O # ., V \ SHEET S0:0, ,, » RAFTER w A35 S2.1 -I fr 2 G- 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN.: s� b 1Y� C� ` 16 0. C. � S2.1 _.,, {1')H2.5T CONNECTOR. 3. -FOR GENERAL DESIGN .SPECIFICATIONS SEE SHEET S0.0. 4. WHEN USING 2 H2.5T C L O LIPS ON _1 /z WIDE LUMBER U .I S A : Pont 1 O l' E PLACE CLIPS DIAGONALLY ACROSS D OUBLE TOP PLATE FL PE 3 HTS16 ,. FROM #53311 ( ) M EACH OTHER.. J I - t- REVISIONS DATE J\I\ J 1 � I I 2x10 SYP 2 ROOF RAFTERS 1H # I 1 H TS16 TSM 16 SIM. O C� 16 O.C. TYP. UNLESS --"4z, � , ( ...� D1 OTHERWISE NOTED RAFTER , TO HIP w/ sz.1 (2)A35 TYP � (2)HTSM1D 6 2 HTS16 x r D3 rJ t F ELD ALTERATION A CpN RACTOR SHALL CONTACT LOU Pot, TIGO & ASSOCIATES PRIOR TO MA<ING ANY STRUCTURAL FIELD O I MOE IFICATIONS WHICH MAY VARY l� I FRON I THE INTENT OF THE ORIGINAL � O I CON STRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO ! BEIN.APPROVED BY LOUl ci PONTIGO & L I: ASSOCIATES MAY RESULT IN 5 � M ADDITIONAL ENGINEERING OR y INSPECTION FEES. S2.1 CZ-) o L Q (3)2x6 SPF#2 # KING POST. I- _ / Q N STRAP TOP w 4 HTS16. , c� STRAP BOTTOM W/ HTT cn-= I USING VTHREADED ROD S2.1 ' r 0 LO I I W X I o 0 r:. � I Q Q Q Q Q - � a J4 f s � PORCH CEILING I OSB BLOCKING PER DETAIL 3/S2.1 8 I.S21 131 E1 __ ROOF S2.1 PORCH CEILING S2.1 FRAMING SHEATHING SEE 5/S2.1 TRUSS ROOF RAFTER NOTES: STRAPPING NOTES � PLAN 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED DO NOT SCALE DIMENSIONS FROM ROOF FRAMING PLAN _ THESE: DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL SCALE: 1/4" = 1 �— D�" DRAWINGS ORCONTACT THE E.O.R. NOTE: 1. FASTEN ROOF TRUSS TO TOP PLA E w/ 2-12d -TOENAILS AND „ PLAN NAME UPLIFT CONNECTOR, SEE PLAN. RESIDENTIAL RENOVATION DESIGN/DRAWN/CHECKED PS / JMD LAP DATE 11.01.17 SCALE AS NOTED »r LPA No, JADE -17-00661 CONTROL No. SHEET OFFICE COPY S1.2 SHEET 5 OF 8 i TYPICAL HEADER NAILING 0.131 X3 TOE NAILS TYPICAL DOUBLE TOP 5 TYPICAL STUD NAILING: 2X6 2x8 = NAILS PLATE SPLICE ( ) 2x10, 2x12 = (7) NAILS '-0" MIN. SPLICE LENGTH TYPICAL TOP PLATE NAILING: 0.131x3 ENDNAILS. LVL, 11 LVL _= 7 NAILS 16 0.131x3 NAILS SYP#2 DBL. 2 @ 2x4, » ( ) / C ) FASTEN. ALL TOP PLATES # ( ) 14 LVL, 16 LVL = 9 NAILS EVENLY SPACED q E ( ) TOGETHER w/ (3) ROWS TOP PLAT (3) @ 2x6, ---- OF .131x3 ®12„ O.C. STAGGARD. -- (4) @ 2x8. YP #2 SYP#2 DBL. EADER, » R� » 4 -0 IN. )a r 6 MA TOP PLATE ER PLAN FULL HEIGHT ANCHOR Ph. EITHER SIDE OF PLATE FL: HEIGHT CHANGE 2x -BLOCKING ONLY RAISED REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTION: SEE 1 S2,1 2x SPF DIAGONAL :BLOCKING SIMPSON H2.5T OR FASTENED w 3-0.131"x3" :` •, v. DROPPED LSTA12 STRAP FOLDED EA. END TYPICAL. `' HEADER OVER TOP PLATE SHEATHING MAY EXTEND 2 BLOCKING AT ALL SHEATHING 'JOINTS: 2x4 FLAT WISE. FASTEN EACH END WITH 2-10d TOENAILS. ONLY REQUIRED AT SHEATHING JOINTS FOR EXTERIOR WALLS WALL AND SHEARWALLS I SHEATHING SEE 51.0 FOR FOUNDATION PLAN F_ --- -----1 I.• I I I J �----- ---- TYP. WALL SECTIONS � S20_ WINDOW SILL SCHEDULE 2x– SPF T&B w/ 12d @ 8" O.C. (TYP) SHEATHING w I CONT. AT Q GRT/VERT JOINT. PAST BLOCKING– WINDOW --- ----_ ARCHED ATTACHMENTS MUST SYP#2 HEADER, --- ANCHOR INTO 2x MATERIAL. ,, -p TRANSOM FULL HEIGHT PER PLANS FASTEN LOWER STUD .• OPTION ANCHOR, SEE TO TALLER STUD w/__ SEE RIGHT PLAN FOR SIZE JACK AND 2 -ROWS OF 10d COMS AND LOCATION KING STUDS, @ 12 O.C. WINDOW SILL SEE. SEE PLAN SCHEDULE 3/S2.0 Luis A. Pontigo, PE FL PE#53311 I WINDOW SILL SEE TYPICAL SOLE FOR SILL SIZE AND CONNECTION EACH SCHEDULE 3/S2.0 PLATE NAILING. - SOLE PLATE ANCHOR: END FOR SILL SIZE AND » 'EPDXY ANCHOR. (MIN 0.131x3 TOE NAILS. CONNECTION EACH 34" EMBED.) (3) @ 2x4, END (4) @ 2x6, THREADED ROD O @ 2x8.ANCHOR DRILLED & 5 .. , EPDXY w 2» O x PLATE WASHER, PT. SYP#2 # SEE SCHEDULE BELOW _ SOLE PLATE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 1 3/4" / (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 3'/2 " (3)2x6 SYP #2 (1)A3'5 + (4)12d TOE- NAILS 2x SPF RIPPED TO FIT ARCH. SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. DEPTH REQ'D. SYP#2 (2')12d TOE SECTION A -A HEADER NAILS E.E. PER PLAN -OPENING MIN O12dTOE NAILS 6 TOP & -BOT. 2 S20 FOUNDATION,SEE PLAN 8" WALL FRAMING T WALL FRAMING A MAX. MIN. WALL FRAMING AT PLATE CHANGE CONDITION RA-ISED HEADER COND TION FROM SOLE DROPPED HEADER CONDITION PLATE BREAK SOLE PLATE ANCHOR SCHEDULE THREADED ROD 0 EXT. WALL SPACING SHEARWALLS SPACING WASHER` SPEC. EMBEDMENT DEPTH EDGE DISTANCE 38 / 40" 16" 2x2x'/ " 8 3'/ " 2 1 3/4" / 1/2 48" 24" 2x2x'/s " 3'/2 " 1 3/4" MASA 48" 24" N/A N/A N/A ftv FR( cc FIELI BEIr TYPICAL WALL FRAMING RATED SHEATHING, BOUNDARY OF SEE GENERAL NOTES. SHEATHING EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY „I GENERAL NOTES. 11/ „ 11/ . . 2 3 » » 2 NAIL SPACING AT (3) ROW OF 10d {3)ROWS OF 6X4 (3)ROWS OF 5 ^ .. n TRUSSLOK >_ NAILS @ 8 O.0 TRUSSLGJ< � 3 ROWS 12d ° SUPPORTED EDGES, -<d. ( ) ENGINEERED WOOD " STAGGERED ° ENGINEERED WOOD ° GENERAL NOTES ,' ; " AT 12 O.C. _ FASTENERS Q 24 o.c FASTENERS @ 24"0.i EA SIDE. " A END N AS SHOWN N AS SHOWN FASTENER EXAMPLE OF UNSUPPORTED KING & • • 2–PLY 2—PLY2x4 MEMBERS. A— JACKS .•.• UNBLOCKED PANEL EDGE PER PLAN KING &JACK TYPICAL . E A STUDS SEE PLAN SIMPSON LTP4 ON NAILING` TO INTERMEDIATE INSIDE FACE, IF NO HEAD OR SILL — SUPPORT IS 6 O.C. MAX. JACK STUD., PLATES SEE (UON) N WINDOWS 'SCHEDULE BOX BEAM BETWEEN STORY FRAMING oPN G SEE 'ARCH. IN TWO ROUGH > NAILING�••-- DETAIL �4SHEXFHING V 3 WINDOW HEAD AND SILL FRAMING S .0 SCALE: 3/4" = 1'-0" S2.0 SCALE: 3 4" = 1'-p» 2 / ANCHOR FULL HT ANCHOR TERMINATES CONVENTLONALLY STRAP CONVENTIONALLY STRAP WHERE IS SPECIFIED ON PLAN ADJ. TO GIRDER/BEAM AT UPPER OST TOP PLATE MAX. ANCHOR WASHER ­ CONVENTIONALLY WHERE MAX. ANCHOR WHERE LOCATE ANCHOR WITHIN w/ NUT. AND I I I I I I I POST, PER I I PLAN I I DOUBLE TOP I I I I I I I MAXIMUM SPACING I PLATE I 1 I I t I 1 SEE THREADED ROD SPECIFICATIONS ON SOLID BLOCKING I PLAN I ;I l 1 WITHIN FLOOR I ' I (TYP) ( I I I II I I I I I I :: OR JOIST I I FLOORI Rte S C,S1� II 1 I I I I (TYP) I I _ TYP I J I -I MONO STEM MONO STEM INSTALLATION'.. CHART FO EMBEDMENT AND EDGE DISTANCE REQUIREME TS SPACING IS EXCEEDED SPACING IS EXCEEDED WASHER D ' � 6 OF POST. I I II I 1 cni � pi o � n�irunQc STFFI ('nl1Pl FR I HEADER- ' YPI CA 1 I PER SCHE MULE ON PLAN.' LOCATE I II I (OPTIONAL, I I I I I AS NEEDED I II I I I I POST TO I I i I SEE TABLE AT RIGHT MATCH I I I I I I FOR EPDXY EMBEDMENT - POST ABOVE I AN TAN I I I I D EDGE DISTANCE. FULL HEIGHT I I► I I I THREADED ROD_._..,>: I I I I I II 1 I I I SEE PLAN INSTALL 1 -STORY THREADED RODS 6"MAX. FROM WHERE 2 -STORY RODS CANNOT BE INSTALLED S .KING STUD FULL HE FULL .HEIGHT ANCHOR PLACEMENT DIAGRAM WAL s TEM FULL HEIGHT WOOD FRAME WALL ANCHORING SYS S2.0 SCALE N.T.S 1 ROW OF 10d 4 -PI Y 3 PLY .� 4 ROWS 12d 0 NAILS ,@ 4 O.C. r � ° ° ° 14 LVL AND GREATER AT 12 O.C. 2:x6 MEMBERS.. NOTES: EA SIDE. ( 2) ROW OF 10 d ROOF 1. TYP. CONNECTION AT STUD COLUMNS,' NAILS @ 4" O.C. TRUSSES, OR JACK-TO-KING3. ASSEMBLIES, CORNER POST, ETC. _P Y STAGGERED FLOOR JOISTS. 2x8 POST 2 SPECIFIED NAILING REQUIRED FOR EVERY PLY 1 LES THAN N 4 BEAM 2x4 OR 2x6 POST IN ADDITION TO 2 PLYS F 5 BUILT - P MEMBER - FASTENING ASTEN'ING 52.0 SCALE. 3/4" 1'-0" D .PLAN C3 FULL H _ EIGHT - t I I `�; � ANCHORING SPECIFICATIONS J DOUBLE ANCHORIN SYSTEM: THE THREADED ROD ANCHORING FULL H T. UPLIFT SOLE SYSTEM SHALL CONSIST OF %"0 A307 THREADED FULL HT. ATE... � ANCHOR _ TOP PL � RODS, ORI NTED VERTICALLY AND ATTACHED TO THE CONNECTOR PLATE I fl ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE SEE PLAN � LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE PROVIDE A 2"x 2"x Ys STEEL WASHER. -- � !-�--- WALL STUD I - I , FASTEN WITH A NUT AND ALLOW A7 LEAST 3` A OR POST. THREADS FULL HEIGHT 0 EXTEND ABOVE TIGHTENED NUT. TYP. .:ROD i i i I --- SEE PLAN ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE 1,4" LARGER THAN THE ELEVATION I DIAMETER F THE THREADED ROD USED.. WHILE w SINGLE CO TINUOUS" RODS ARE PREFERRED, COUPLER (SIMPSON NW OR EQUAL) MAY BE USED IN CASES WHERE ON CONTINUOUS ROD.. IS UNFEASIBLE. THE FULL HT. , ANCHOR ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. ODS MAY BE :SLANTED FROM. TRUE ' o0 i 17T i THE!VERTICAL Y A MAXI "E< AT .SILL PLATE AT TOP PLATE...: MUM of 2 INCHES w 10 FEET To AVOID CON LICTS WITH FLOOR AND WALL FRAMING. Al FLOOR FRAMING FOUNDATION, PER PLAN. EMBEDMENT DEPTHO FULL HEIGHT ANCHOR INSTALLATION CHART A C 0 D E 0 F 0 THREADED 0 0 ROD WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE OLE HOLE SPEC. DEPTH DISTANCE » „ I 3/8 1/2 0 14"o 2x2x �s » 4» 4 2 3» ;F 0 9/16,10 3x _ ,/4 6 2Y2 3 4 3 0 /4 b 3x3x /4 10 10 2Y2" 3 5/8 THE NUT ABOVE THE UPPERMOST' PLATE SHALL BE SECURED OVER THE WASHER TO ASNUG-TIGHT. CONDITION PLUS ONE–HALF TURN OF A STANDARD ` WRENCH (APPROXIMATELY 30 FT. -LBS. OF TORQUE). RE DUE TO S KINKAGE AND COMPRESSION OF BUILDING of ' CONTRACTOR S SHALL RE -TIGHTEN NUT TO 30 FT.–LBS. F TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING: ALL .THREADED RODS SHALL BE DRILLED &EPDXY ANCHORED. SEE MONO STEM MONO STEM T .ANCHOR SECTION THREADED' ROD INSTALLATION CHART E€ I - 2 OFFICE INSTALLATION'.. CHART FO EMBEDMENT AND EDGE DISTANCE REQUIREME TS COPY R x LOCATE FULL H .a H GT 6 ANCHOR ON SIDt OF MAX CORNER WHERE UzPER DBL. TOP NOTCH HEADER.... 2x4 BLOCKING PLATE TOP PLATE OVER :APS @24 BELOW TOR PLATE f O.C. FASTEN 6'. EACH END w/3 -10d q TOENAILS ool PORCH f 8 -GUN NALLS o1 HEADER, ROOF SHEATHING, 0 0SEE PLAN. ` ROOF SHEATHING, SEE SPECS ON SO.0 FULL HEIGHT ,< SEE SPECS ON S0.0 STUD BELOW" ANCHOR OR HOLD LOWER TOP;: 4-10d MIN. 2 2x4 WOOD t - DOWN AT BASE OF ( ) PRE—ENGINEERED WOOD PRE ENG NEERED WOOD PLATE AT BREAKS OVER LAP DOUBLE COMMONS POST , BELOW. & 1 ADJ. n. ROOF TRUSSES. O �� TOP. PLATES. ROOF TRUSSES. TO PORCH HEADER. OPTION AWALL INTERSECTION ORTHOGONAL VIEW OF CORNER CONDITIONS LSTA12FOLDED DOUBLE `TOP PLATE OVER TOP PLATE , CONTINUOUS OVER— w/5-10d NAILS ' , , HEADERtkn 6 INTO TOP PLATE & I MAX 5-10d NAILS INTO 1, I. • � UPLIFT CONN, IMPORTANT NOTE. BEAM. SPACE ur-ur 1 CONNECTOR, J SEE PLAN 1 �FULL I 1 5tt FLAN I HEIGHT C E M NTRACTOR SHALL VERIFY IF ISTING TOP PLATE HAS ANCHORS X. 24» O.C. IF NOT ADD PER CG e o 00 CN 24 O.C. CORNER CONDITIONS WALL. INTERSECTION CONDITIONS I ANCHOR TOP PLATE SPECIFICATION.. S ECIFICATION TO THE LEFT 8—GUN ,o NOTES: _i �. (2)2x8 P.T. SYP 2 PLATE FASTENED w j IVHIL, 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS TYPICAL CONNECTION /24'0 THREADED ROD DRILLED & EPDXIED \—EXISTING BOND BEAM 2DENOTES.3 x0.131 GUN NAILS @ 6 O.C. VERTICAL T) REMAIN AS IS 3. @ DENOTES FULL HEIGHT ANCHOR SEE PLAN HEEL < 5 w/ 8 EMBEDMENT AT 24 O.C. w,/ 2x2x12 , PLATE WASHER. 2x4 WOOD MIN. 2 ( ) 4. DENOTES SOLE PLATE ANCHOR SEE. SCHEDULE EXISTING CMU WALL INFILL CELLS BELOW. & 1 ADJ. 5 CONTRACTOR MAY CHOOSE EITHER OPTION WH WERE SHOWN ON PLAN OPTION B O ERE `MULTIPLE TO PORCH HEADER. _ OPTIONS ARE SHOWN FRAMED WALL CORN RAND INTERSECTIONS STUD CONFIGURATIONSTYPICAL ROOF TRUSS CONNECTION TYPICAL ROOF TR SS CONNECTION TYPICAL PORCH BEAM CONNECTIONK-4 ,, CMU WALL SCALE. 3 4 1 0 = — S2.1 WOOD WALL) S2.1 ( ) S2.1 / S2,1 SCALE. 3 4 1 0 # 2x6 SYP 2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2:(6 P.T. SYP 2 NAILER FASTENED TO x6 SYP 2 NAILER » 2 # P OF WALL` w 2 -ROWS OF 10d @ PLATE w/ 10d @ 4 O.C. T / FASTENED TO TOP— 3' O.C. PLATE w/ 10d @ 3 O.0 EXISTING BOND BEAM >Sl�� DRILL 6„ AND EPDXY 4- - SHEATHLNG, I � 1—#5x30 LONG DOWEL I • : �°. SEE SPECIFICATIONS » PORCH SHEATHING, HEADER I ; .p..,. SEE SPECIFICATIONS BELOW 48 O.C. END .; BELOW I 2 MSTA24 - ST #5 VERTICAL DOWEL BAR @ 48RAPS` HEADER & SUPPORT I O.C. MAX, ADJ. TO DOORS PORCH PARALLEL PORCH POST PER PLAN. I WINDOW OPENINGS, AND AT �... •. TO -WALL ROOF SHEATHING, SEE m PERPENDICULAR SPECS ON S .0 PARALL L CORNERS (SEE PLAN) TO WALL TO WA L I� NEW OR EXISTING MASONRY ROOF JOIST 2x6 P.T. SEE PLAN T. SYP#2 NAILER 24" 16 GUAGE' POST BASE: FASTENED TO TOP OF POST AT EXISTING WALLS, REMOVE FACE STRAP w/11 24 16 GUAGE WALL w 2—ROWS OF 6x6 POST. MP866Z BELOW SHELL TO ALLOW INSTALLATION 1Odx1Yz" EA. END STRAP w/11— '_x6 SYP#2 BLOCKING, 10d @ 3" O.C. OF REINFORCEMENTS IF NEEDED - 10dx1 EA. END ASTEN EA. END w/ ( ) L.. Y2 : r. -10d' TONAILS PORCH. PORCH HEADER, — SLAB w SEE PLAN a „ 1 HTS16 UPLIFT DRILL 6 AND EPDXY INSTALL PER a ,, STRAPS �MSTA24 MANUFACTURES CONNECTOR 1— 5x30 LONG'DOWEL STRAPSSPECIFICATIONS SEE PLAN EAM @ 48" O.C. w "EE PLAN , PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF EXISTING FOUNDATION TO REMAIN AS IS _\'\�l 'T*."J.] PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST AT CONY. FRAMED MED PORCH ° SHEATHING SPECIFICATIONS: PORCH - 1/2GYPSUM " < 5d COOLER NAILS @ 6 O.C. EDGE & FIELD (WATER PROOF) GREEN BOARD w/ OR 3/ " OR GREATER OSB OR PLYWOOD, w 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD PERPENDICULAR TO WALL EI F T K-5' TYPICAL PORCH FRAMING DETAILS 6 CMU R N ORCING IN EXIS I G WALLS S2.1 2.1 ;1 K ROOF SHEATHING, SEE SPECIFICATIONS. » ROOF TRUS 10d @ 4 O.C. ROOF SHEATHING, OSB BLOCKING PANEL, SEE SPECIFICATIONS. SEE DETAIL TO LEFT s 2x4 SPF #2 CMU WALL / ALL AROUND - I OSB 1 STUD WALL 4 FRAMING SEE PLAN SIMPSON MSTAM24 STRAPS EA. » I 1 END OF BLOCKING TRUSS ALONG Q 3 x3 TAPCONS U U. ( ) a s . 2x_ P.T. STUD FASTEN OUTSIDE OF WALL. FASTEN WITH Ae 4 TO CMU WALL/4»x21/4 —� » A. 5 TITEN TO CMU WALL a d. W/ '/4 "x3" TAPCONS AND 9-10d TO BLOCKING TRUSS. @ 1'6" O.C. (TYP) ELEVATION VIEW SEC ION VIEW OSB BLOCKING K7 FRAME WALL TO CMU WALL DETAIL 8 SCALE: 3/4» 1,-0„ / _ 4 = 1'-0” S2.1 — S2.1 SCALE: OFFICE .r 'm"A P.Nm- s„t L u Pontigo and Associates, Inc. 20 Osceola Avenue Ja . Beach, Florida 32250 Ph. 2 2-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 I ``�\\i\i\i7bb63ii!!!fllEtgglAOJlgAgggr \, PO ry 311 s j j. 1_0s A. Pontigo, PE } FL PE#53311 i REVISIONS DATE I I FELD ALTERATION CONIPACTOR SHALL CONTACT LOU POI•ITIGO a ASSOCIATES PRIOR TO MA <ING ANY STRUCTURAL FIELD MOE iFICATIONS WHICH MAY VARY FRO THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS.MADE PRIOR TO BEINC APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR I INSPECTION .FEES. L Uj NN 7 L.L U 7 I W W UL V V -j 1""_ Lf) � L_ L 1 0 J WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE! DRAWINGS. IF A DIMENSION IS jUNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR _ CONTACT THE E.O.R. j PLAN NAME RESIDENTIAL RENOVATION DESIGN/DRAWN/CHECKED S / JMD /LAP DATE 11.01.17 SCALE AS NOTED j LPA No. JADE -17-00661 CONTROL No. SHEET S2.1 SHEET 7 OF 8 EXISTING BOND BEAM TC REMAIN. DO NOT MODIFY z 3 71 a L x6x/g STEEL ANGLE PRE—ENGINEERED ROOF TRUSS - 5/ THREADED s ROD EPDXIED 5" MIN. TRIM HORIZONTAL FLANGE OF y A 3• 8" 8 ANGLE (COPE) TO MIN 2„ BEARING =— _ M�7 SECTION A—A ON EXISTING CMU. (BOTH ENDS) ° ° ° ° ° ° ° o STEEL ANGLE INSTALLATION SEQUENCE 3 » FASTEN L6x6x/ A36 HOT DIPPED ” Tw. 6" TYP. a s 1.) CUT 3/s GROOVE IN EXISTING CMU WALL GALV. STEEL ANGLE TO EXISTING LINTEL w xA36, GALV. / / �6 2. FILL CELLS WITH MORTAR > THREADED RODS EPDXIED 5", SPACE » IMPORTANT NOTE: @ 8 O.C. STAGGERED. PROVIDE d 3.) SLIDE IN STEEL. ANGLES GALV. CORRUGATED SCREEN TUBES IN UNGROUTED CELLS. CONTRACTOR SHALL FILL CELLS BUCK ANCHOR 'C�? 7 „ ,. SPECIFIED ECIFIED ON PLAN PER 6 5.1 6'-6" MAX OPENING 4.) INSTALL BOLTS 1 O.C. VERT.` & 6 EXISTING CMU WAL HORIZ. FASTEN 5. REMOVE WALL BELOW ANG FOR R WATER PROOFING ) - TO EXISTING CMU IMPORTANT: BY BUILDER NEW OPENING w/1�4 Ox2/ 4 TAPCON ...y REINFORCE CELLS EACH 1 H S DE OF -----/MASONRY ANCHOR.. TYP :... OPENING PER 6/S2.1 FASTEN 2x8 P.T. SYP 2 FIT TIGHT � » . EXISTING � BELOW ANGLE. FASTEN w /4 Ox3» TAPCONS @ 12 O.C. T P. a . WALL DETAIL DETAIL 1 2 SCALE: 1/2" — l'—O" SCALE. 3/4 — V-0" IF TRUSS REACTION EXCEEDS 2300lbs ;PROVIDE CRIPPLE STUDS DIRECTLY 'BENEATH TRUSS 1 —SIMPSON H2.5T B B A A D D D C CD Al C C , r HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T © 32" O.C. TOP & BOT B SEE PLAN C (2)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LSTA1$ @ 32" O.C. B SEE PLAN C (2)CS16 STRAPS D FULL HGT THREADED ROD SEE PAN , . 'y . e 1i A, s l Luis A. Pontigo, -P'E FL PE#53311 REVISIONS DATE "1 �t U-1; L r ;SHEET 8 i )R I 64'-4" D 20'-0" 24'-8" 19'-S„ 1001 ADDITION REMODEL REMODEL ADD TION m E •Cl) 0,2 V-2" 18'-6" 10'-10" 8'-10" o _ ao C N E 14ca� a2 10'-0„ .5 w o- 9 v N W 10'-0" � = rn M a x ® 2 gcm o(DI-- EGRESS rn OCj) v, o 2CD o o m r1 dv c m E �,. �Z 16'-8"v Y y �� NoiW C 0 . W FILL M <u M 6 0 E c� O WINDOW _ a a p Q E cc ----------------------- _ --- --- --- ------ - r 1 E c CON W -- , O O o 0= 16'-91/4" sHLVS o ; BEDROOM 2 8' CEILING q Q V �j I11 W.I.C. 1 1 8' CEILING I I ill ID Ill. P 1. i I r I co r W J Y' co J �, MASTER W, SIDE PORCH ` :: , „ Lu BEDROOM u. '-9 15 -0 v 8' CEILING ; ; '�04 litSLOPE W m + Ill - - - - - "i 2.5„ 1.5" - 6,_1„ - BATH 2 m O o v— .11 "� CL O ill •' w.. �. Al iIII ------K'. 6 z -,------------------- - •• N °ci v- IY ; ;r _j o ll -b A/C lw "' n T_ ch00 zl x a: z , o 0 o a � J Qb 6 TALL LATTICE WALLS IN FRAMES 1 x 10' LONG SCUPPERS @ BOTTOM °x SHELVESIS 0 -p O l9 6" WALL E m ttf 0 ATTaC l c� A, ,� i o I I I _ �. ScM AC�CES WASH DRY r - - - °° M. BATH W �9cr °3 8 CEILING C z m O GRILL /0 a o I to = i BEDROOM 3 w CL S -- -- ,- I tZ x' 8 CEILtNG c ujQ c 4 --- -------- 'a 1 v W Ire) „ ti BARI�oo s s'-1° 3-5 LAUNDRY v •LM o -- --Q 0 0 c 6" WALL 8 CEILING O 1ILL .5" --� --- 6' TALL LATTICE 0 - - - - - - - - °4 m — — — — _ ---------------- 1 ----- 1 WALLS IN FRAMES _ _ 12'-7 7/8" OD 41itill -NIX" 1, 16'-91/4" „1 3'-0" 1 111 , t 1 t I 7 I 1 I \ LU LOT 7 LOT 8 ; \ DINT G , L M KITCHEN; s' cEl ING I N P ' I ; 8' CEILING ; \ M cnLU ° 2"W 80.65' ,L-0 �, _ z o ; ADD ouLETs ; \ /, i N85 20 0 (�LL ...... (SEE .�..—..� o ;(SEE OWNER); • Q 0 go ----------- -,/ ----- c� c�'i V NO IDENTIFICATION o \ r: i ASEMENT FOR DRAINAGE & ltfi ,Z FOUND !"IRON PIPE �, _ FAMILY ROOM _ NO IDENTIFICATION �10'EASEMENT CARPORT c \ O FOUND 1/2" IRON`PIPE r< 1 • ..: _ .., .,..',..._ .._ • 111 ' � \ r _ ll I - - _ .. '; � 8' CEILING °�.° N �� N m ,Z SLOPE 3N1I Ol ! _25" i• •`I� ,i °° \ DEMO SINK WALL rQ CU 30N3:1 REFRIG TRAFFIC LINES r„ Q ' 111 FILL 111 Ill i 20' B.R.L. BY CITY •-•_-_._._._._._..._._._ L 111 ill O ill •-------------—.•—•_•_•_. _._ _. _._. _. —•i �.._ • 111 111 111 A• w Cn ° BREEMAY �O s a INCREASE 1/2O 16'7" W • OPENING PC CO _ C „i 111 -- ---- ---- ---- --------------- 111 ITI 0oi 1 I60 ------ i 02 : 03'I it 111. i i I I I I I o WRAPPED o c PORCHill r- w C� i C7 I P.T. WOOD O 0 i 0 j ❑ ; '•0 III POST III III I11 ^- III III III 111 -1 0 ! _ ___-------------------- 'M 1I I __________________________ ® ___________ ____ _ ___ 1V 1 j I Z jC7 ", W cn j i I m N iol w �AuCL J V „ 1 j I 0 W i j 1 20'-0" 24'-8" Q0 5,'4„ 5,"4„ 10'-4" 101-411 J ol 1 ° i 20-8" 13'-4" 10'-8" 19'-8" I j I UL a i 'v """ �`---� S85020'02"E 80.65'iFOUND 1/2" 11 DIMENSIONS DIMENSION TO INSIDE TO OUTSIDE OF FURRING OF MASONRY -�-- INSIDE OUTSIDE ---►- SAILFISH DRIVE 60' RIGHT-OF-WAY ELECTRICAL LEGEND I j , ,t o ,5£ 0 25' B.R.L. Disconnect 1 o•Q Elect Panel 1 Total Smoke Alarm - - - �•o�i lia ................... �BY PLA 2 Scm 3 2 Window\Single Hung 3'-W Y-0" 4 ❑ ❑ 20' B.R.L. ❑ . ❑_._._._._._._._._._. — jPROPOSED 6'-0" V-0" DIMENSION LEGEND WALLLEGEND NOTES V-0" 6 BY CITY Window\Transom 6'-0" V-0" A 1 Exterior Door\Entry V-0" V-91/2" ' 7 I 2'-8" R PLAN FLOOR C 1 STUD WALL NEW EGRESS INDICATES OPENING T ,EMERGENCY EGRESS REQUIREMENTS MEET ENTS OF THE 6'-8" -�•V �� !! ������ � � r Interior Door\Colonial Z-0" f " �_ �� INSIDE TO EXTERIOR BLOCK WALL NEW FLORIDA BUILDING CODE (CONTRACTOR VERIFY) COMM F 1 Interior Door\Bifold 6'-0" i SCALE 1/4 1 0 DIMENSIONS INSIDE OF _..__ DIMENSIONrrr,-,� TO OUTSIDE OF FRANGIBLE WALL NEW 5'-0" 6'-8" i FIELD VERIFY EXISTING STUDS SHEATHING 0 STUD WALL EXISTING REPLACE ALL EXISTING WINDOWS AND DOORS 1 i CONDITIONS STUD BLOCK WALL EXISTING NEW EXISTING ' I DRYWALL SHEATHING .•. GARAGE OR STORAGE TO LIVING SPACE TO CONCRETE :CONCRETEi I (GWg) � ••••••• • •: DEO .M HAVE MINIMUM 1/2" GYPSUM WALL BOARD. � ' DRIVE DRIVE T EXTERIOR FINISH GARAGE OR STORAGE TO LIVING SPACE DOORS I DURDEN L.B. #6696 FURRING MINIMUM 13/8" SOLID CORE WOOD �:B #6645 i FOUND 1/2" IRON PIPE . ' ,—..—..._..—. .—.. ..—.....——..—..—..— —•• ; SET 1/2" IRON PIPE . N, INSULATION _ MASONRY �� • �• _(1(Y 7-Q '----,` S �„ ��,, INSIDE --� EXTERIOR a i 'v """ �`---� S85020'02"E 80.65'iFOUND 1/2" 11 DIMENSIONS DIMENSION TO INSIDE TO OUTSIDE OF FURRING OF MASONRY -�-- INSIDE OUTSIDE ---►- SAILFISH DRIVE 60' RIGHT-OF-WAY ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL Disconnect 1 o•Q Elect Panel 1 Total Smoke Alarm 3 IS Smoke Alarm CO2 2 Scm AREA SCHEDULE NAME AREA Conditioned 1891.7 sq ft. Carport, Breexway & Porch 677.3 sq ft. Side Porch 433.3 sq ft. Total 2992.3 sq #t. OPENING SCHEDULE OPENING iD COUNT LIBRARY NAME WIDTH HEIGHT 1 1 Window\Transom 6'-0" 1'-0" 2 1 Window\Single'Hung V-0" V-0" 3 2 Window\Single Hung 3'-W Y-0" 4 2 Window\Single Hung 6'-0" V-0" 5 3 Window\Single Hung 3'-0" V-0" 6 1 Window\Transom 6'-0" V-0" A 1 Exterior Door\Entry V-0" V-91/2" B 7 Interior Door\Colonial 2'-8" 6'-8" C 1 Exterior Door\French V-0" 6'-8" D 2 Interior Door\Colonial Z-0" 6'-8" E 2 Interior Door\Colonial 2'-4" 5'-0" F 1 Interior Door\Bifold 6'-0" 6'-8" G 1 Interior Door\Bifold 5'-0" 6'-8" REVISIONS May 10, 2017 WN001.spp ®3IN30 1N3Wd013113a JI�,INnW�NOJ SITE PLAN SCALE 1" =10'-0 t. WINDOW INSTALLATION METHOD A-1-) WEATHER RESITWE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION A THROUGH WINDOW JAMB STEPS O IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE SEALANT BEAD BEHIND TOP, INSTAL THE WRB TO THE MOUNTING FLANGE. FACE OF THE SHEATHING. 12 © APPLY SILL FLASHING SEA THE WINDOW FRAME TO OPENING. OAPPLY Bi8" NOM. DIA. TO THE VERIFY APPLY BEAD OF SEALANTAT BACK OF WINDOW FLANGE & SET WINDOW BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH USING PAN HEAD SCREWS TO H ANY = PRE -PUNCHED HOLES OR SLOTS. 9BETWEENFIASHING FACILITATE INSPECTION. FLASHING1! 7 7_ __TOP OF - - APPLY BEAD OF SEALANT AT SIDE AND MOUNTING FLANGE. PLATE JAMBS. EXTEND 81/2". 5 IAMB FLASHING -----------._- .----_ _ APPLY CONT. SEA TO THE MOUNTING OB APPLY JAMB FLASHING. FLANGES AT THE TOP (HEAD) AND _ -r..i ___-L_ .�-� J__I _L r __J_. . _ - - WIN. SIDES (JAMBS) OF WINDOW. EXTEND — - - SEALANT ATJAMBS 81/2" ABOVE __„-.__L T--._1 �_ _- _ _ I -_ ..�_. -._.: NT AT HEAD. THE R.O. AT HEAD. EMBED JAMB ® T r _. HEAD B APPLY BEAD OF SEALANT -- ' __-,_ . _1.L_. _ �-�- _` _-_ _ � __ _ _._.-1 -- --J..._..1. O FLASHING INTO SEALANT AND FASTEN �` IN PLACE. (FLASHING GOES OVER N © APPLY HEAD FLASHING. SEALANT). Y APPLIED _ i--- _ �L�---_ _._1 ® REMOVE PREVIgUSL A TAPE, ALLOWINGWRBTOLAYFLAT SECURE WRB I 7 ( CO OVER HEAD FLASHING. APPLY NEW AT HEAD Z�_ L-1------[ SHEATHING TAPE OVER DIAGONAL _._-_:__L_ _.___ _..._ _ _.._.--- f_--- J� _ __� L-- -�-- -_�_ :. ___I L._._.. _ CUT SEE DIAGRAM, FIR FLASHING AT HEAD EXTENDS :...................: — _ 1iti O® 1"BEYOND JAMB FLASHING. FLOOR FRONT ELEVATION PAINTED ©HEAD FLASHING BLOCK EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE SCALE 1/4" = 1r-0” EALANT PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND O EACH JAMB FLASHING. FASTEN IN 4 PLACE. 5Q JAMB FLASHING A EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB SEALANT FLASH NG 81/2"ABOVE �. ROUGH OPENING AT HEAD. TUCK TOP OF 3Q JAMB FLASHING UNDER 9" THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. -- - - T � � ___.. _.__. � - _ "`.-�".►, _ _j_._ SILL FLASHING r - SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, r r T ® PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. (DWEATHER RESISTANT BARRIER MRS) ANTERIOR VIEW Off TOP LEFT CORNER OF WINDOW l T l I I 9' we BARRIER ONADI GONAL.GENTLYRAISETHEI__ -r- TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. MASONRY NOTE: J- L. _� - ._L.n A--- L_....... WINDOWS AND DOORS IN THE MASONRY WALLS TO BE IN COMPLIANCE WITH SECTION R703.8, FMA/AAMA 200.09. REAR ELEVATION ti SCALE 1/4"= 1'-0 _ COMMUNITY DEVELOPMENT DENIED I I .. r T._._ I I I • 1 �I RIGHT ELEVATION SCALE 1/4"= 1'-0" D 35'-1,. 10'-5" 24'-811 a .� 71-811 10' 6" 61-611 E 8 01 V 0mE�Q 00 �cocoot�i�0 O) C0 0'T O ED La -Rt E m r Z C_V•Y<i �Q.yOj.C_.W ----------+ pI C � - �� Z " ----------------------------------------- ------------ N O I ul ---- I -^' ---------------------I N _, I III ------------------ - - - - - - - - - ` - -'- - --------------- � N ' N " -- 3'-4" 18'-0" 3,-,rr �nn",� V 10'-5" 24'-8" ol Z r 1-NZCD EXISTING DIMENSIONS WALL LEGEND c Z FLOOR PLAN IEXTERIOR TO NTERIOR TO STUDSMASOBLOCK D STUD WALL EXISTING � N � Q SCALE 1/4" = 1'-0" 0 BLOCK WALL EXISTING , ,U FIELD VERIFY EXISTING CONDITIONS F-�OQ AREA SCHEDULE NAME 10'-11" '-2 3/4 I , 9'-7" 196.2 sq ft. Total 0 p c V V i ,G 10 1lO 7 U_ � U I X-0" A 1 V i i Q B 1 CC G i 1 C 1 Rough Opening , I � ' O , o D 1 Rough Opening , 6'-8" r , ROOM 1 �' 2'-8" 6'-8" M a 1 a' I 6'-8" a N T J, I t I I N 1 Exterior Door\Colonial ' , 6'-8" LIQ 1 1 ROOM 3'-0" , J 1 Rough Opening ' O1 , co , K 8' CEILING ♦ M I w L 1 Ww , , 6'-8" M 1 0 04 I , I .............` N 1 00 O co N m , V-8" i 8' CEILING o , �O 3 J ' X 0 0 LL M i _------------------------------, C !w M il0 .L O ... I 10 2'_8" , 3.5" ............� m � III i// , 111 Y III III I C I I I n1 ill III III O) V) � III In III , I I � i III III III III III ROOM 5 � , ' � III PORCH I :...................: III L 8' CEILING N s I IIISLSOPED_. _ o , I 1 III ni N N c lit (0 I J Il0Z 1 I I11 r � III LLJ1J1 ► rr 9 -7 I III m i I III U- III _ 0 t III 1110 , � III N O I ul ---- I -^' ---------------------I N _, I III ------------------ - - - - - - - - - ` - -'- - --------------- � N ' N " -- 3'-4" 18'-0" 3,-,rr �nn",� V 10'-5" 24'-8" ol Z r 1-NZCD EXISTING DIMENSIONS WALL LEGEND c Z FLOOR PLAN IEXTERIOR TO NTERIOR TO STUDSMASOBLOCK D STUD WALL EXISTING � N � Q SCALE 1/4" = 1'-0" 0 BLOCK WALL EXISTING , ,U FIELD VERIFY EXISTING CONDITIONS F-�OQ AREA SCHEDULE NAME 10'-11" '-2 3/4 975.0 sq ft. 9'-7" 196.2 sq ft. Total 0 p c V V 6'-0" I 10 1lO 7 U_ � U 3'-0" X-0" A 1 V 2'-0" Q B 1 CC G 2'-2" 1 C 1 Rough Opening 2'-2" I D 1 Rough Opening 2'-2" 6'-8" r , ROOM 1 �' 2'-8" 6'-8" M a 1 a' 2'-8" 6'-8" 8' CEILING T J, 2'-8" I H 1 Exterior Door\Colonial 2'-8" 6'-8" LIQ 1 1 ROOM 3'-0" , J 1 Rough Opening 21-8" In K 8' CEILING ♦ M 2'-8" 6'-8" L 1 Ww 2'-2" 6'-8" M 1 0 04 2'-2" .............` N 1 00 O co N m 2'-2" V-8" Q,�MOD 8' CEILING 3 J ' X 0 0 LL r•.:.:.:.. .. i .............• C !w M il0 .L O ... 10 2'_8" , ............� i I I s O 0 a O) V) , ,L ROOM 5 0 I :...................: L 8' CEILING N s ROOM 4 , I 1 N c 8' CEILING I J Il0Z 1 r I ► rr 9 -7 _ 0 .............. — — M t L M , 10'-13/4" 3'- 0 a3.1A:. T-0" 3'-7 3/4 M t _O _O O LL I V >c Occ M ROOM 6 ROOM 7 N i 8' CEILING & CEILING 8 }� .i ir ............... 10'-13/4" N O I ul ---- I -^' ---------------------I N _, I III ------------------ - - - - - - - - - ` - -'- - --------------- � N ' N " -- 3'-4" 18'-0" 3,-,rr �nn",� V 10'-5" 24'-8" ol Z r 1-NZCD EXISTING DIMENSIONS WALL LEGEND c Z FLOOR PLAN IEXTERIOR TO NTERIOR TO STUDSMASOBLOCK D STUD WALL EXISTING � N � Q SCALE 1/4" = 1'-0" 0 BLOCK WALL EXISTING , ,U FIELD VERIFY EXISTING CONDITIONS F-�OQ AREA SCHEDULE NAME AREA b—,oEE cc E 1 0 O tq 975.0 sq ft. First Floor Porch 196.2 sq ft. Total 0 p c V V 6'-0" I 1 7 U_ � U 3'-0" X-0" A 1 V 2'-0" Q B 1 CC G 2'-2" 1 C 1 Rough Opening 2'-2" I D 1 Rough Opening 2'-2" 6'-8" r , 1 Rough Opening 2'-8" 6'-8" F 1 j 2'-8" 6'-8" G 1 J, 2'-8" I H 1 Exterior Door\Colonial 2'-8" 6'-8" _ I 1 Exterior Door\Colonial 3'-0" , J 1 Rough Opening 21-8" y : K 1 ♦ M 2'-8" 6'-8" L 1 Ww 2'-2" 6'-8" M 1 0 04 2'-2" .............` N 1 00 O co N m 2'-2" V-8" Q,�MOD �:• 3 J ' X 0 0 LL r•.:.:.:.. .. i .............• C !w M .L O ... , i I I s O 0 a O) V) , ,L ' 0 I L I , I 1 s I r i WI M L M , CN N ' M t J LL I V Occ I r QI i N O I ul ---- I -^' ---------------------I N _, I III ------------------ - - - - - - - - - ` - -'- - --------------- � N ' N " -- 3'-4" 18'-0" 3,-,rr �nn",� V 10'-5" 24'-8" ol Z r 1-NZCD EXISTING DIMENSIONS WALL LEGEND c Z FLOOR PLAN IEXTERIOR TO NTERIOR TO STUDSMASOBLOCK D STUD WALL EXISTING � N � Q SCALE 1/4" = 1'-0" 0 BLOCK WALL EXISTING , ,U FIELD VERIFY EXISTING CONDITIONS F-�OQ AREA SCHEDULE NAME AREA First Floor Conditioned 975.0 sq ft. First Floor Porch 196.2 sq ft. Total 117.1,2 sq ft. ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL Disconnect 1 oQ Elect Meter 1 6'-0" Elect Panel 1 7 4 OPENING SCHEDULE OPENING ID" COUNT LIBRARY NAME WIDTH HEIGHT 2 2 Window\Single Hung 6'-0" X-0" 3 7 Window\Slider 3'-0" X-0" A 1 Rough Opening 2'-0" 6'-8" B 1 Rough Opening 2'-2" 6'-8" C 1 Rough Opening 2'-2" 6'-8" D 1 Rough Opening 2'-2" 6'-8" E 1 Rough Opening 2'-8" 6'-8" F 1 Rough Opening 2'-8" 6'-8" G 1 Rough Opening 2'-8" 6'-8" H 1 Exterior Door\Colonial 2'-8" 6'-8" _ I 1 Exterior Door\Colonial 3'-0" 6'-8" J 1 Rough Opening 21-8" 6'-8" K 1 Rough Opening 2'-8" 6'-8" L 1 Rough Opening 2'-2" 6'-8" M 1 Rough Opening 2'-2" 6'-8" N 1 Rough Opening 2'-2" V-8" J Z u" W ''1 U) REVISIONS METAL ROOF OR FIBERGLASS SHINGLES (SEE OWNER) - OVER NEW TRUSS AND ROOF SYSTEM - II 12 D 12 —I 5 RIDGE OR OFF RIDGE VENT C FOR R-30 BATT INSULATION j -OR- .� E j I Ii NON -VENTED ROOF SPRAY y D co y i FOAM INSULATION Q a� m ED E v¢ (c:4 �� d �? N m w a= i! a) o Om � - II o C ywa-5 o')W I. WN Ntsm �Z TOP OF C w a. E a ¢ 0 PLATE CO c v° v � N .. ---- - - -- - _ d o = O.H. t-E, (� co 1 -� '-- Li II II 1I TRIM - ISI ICU FIRST_ _ _ � FLOOR .� CV EXISTING J ADDITION M REMODEL r nL d' ADDITION J EXISTING REAR ELEVATION rREMODEL SCALE 1/4" = 1'-0" RIGHT ELEVATION SCALE 1 /4" = V-0" 12 —1 5 May 10, 2017 W....... P O M y U- V cu 12 m O0 co cj 00 ca 12 _- - -- - - 12 %co - 0 LL 0 m r^ c _ -.- - - 77 --------------- --------------------------------------_ ._� _------ _. _. ._.....__...__ _ _ -- - ._. _ _ _.._ — - - L 0 Fr x - LZ _ L M ADDITION J EXISTING REAR ELEVATION rREMODEL SCALE 1/4" = 1'-0" RIGHT ELEVATION SCALE 1 /4" = V-0" 12 —1 5 May 10, 2017 W....... P O M y U- V cu 12 m ca - - --- _ ADDITION J EXISTING REAR ELEVATION rREMODEL SCALE 1/4" = 1'-0" RIGHT ELEVATION SCALE 1 /4" = V-0" 12 —1 5 May 10, 2017 W....... P