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745 AMBERJACK LN - RENO & ROOF DRAWINGS5T0OF TANKLE55 3 -10 4'49�" GONG. 21 �� y { 204 514 3030 F.6. 3050 5H_ o 0 0 � I � — � 3050 5H f �4R� T,481JLTIONLSHOWER Tub aE REF. L_�D_ CONDITION 1343 50. FT6. DW INKO 'LAY. ENTRY ADDITION 30 50. FT6. . 1 12'-b" I 4 j KITCHEN TOTAL 13675 SQ. PTO. o 1 Room #5 `o > I'-0" X III -01, = 1--c 2668 KA LL L = o 1 ryEX15T CMU - — — — - — — FRAME IN EXTERIOR WALL I EX15T. DR.1�I� pEX15T EXTERIOR W/WALL HARDIE 51DIN6 Ls6 �'-0" 3'-b" 2'-0" � FRAMF IN 6 , CLIENT SIGNATURE i 1E) 1:1 SHOT: DRAWN HY: Dk4AYNE WHITE DATE: 4-26-1-1 THESC PLANS ARE FOR THE EX41-1)5I1M USE 0OP WHITE INK DESION, AND ARE NOT TO BE IRZPRODUC-ZP EXIST. twok #1 ROOM #3 .H. 8'-0" � G.H. 8'-O" �XLROST• _ UNKOWN OM #1 G.H. 6-3' a. KXXXX xxxx ". s m .;.: DEMOLITION PLS 5GALE: 1/4' = 1'-0" G� MMOL I TI ON NOTES : REMOVE EXISTING GON5TRUGTION A5 INDICATED IN THE DRAWINGS xxI. UNLE55 NOTED OTHERWISE. 2. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL GODES AND ORDINANGE5 A5 5E FORTH BY ALL GOVERNING AUTHORITIE5. 3• BRACE ALL EXISTING 5TRUGTURE OR 5TRXTURAL ELEMENTS A5 NECESSARY DURING DEMOLITION. 4. REMOVE ALL EXI5TING STRUCTURAL ROOF z 9 i OFFICE COPY CLIENT SIGNATURE i 1E) 1:1 SHOT: DRAWN HY: Dk4AYNE WHITE DATE: 4-26-1-1 THESC PLANS ARE FOR THE EX41-1)5I1M USE 0OP WHITE INK DESION, AND ARE NOT TO BE IRZPRODUC-ZP �I I� y. rr( 4 H t r YA'�^a�at I,rg• TANKLE55 WHi5n.. ' l - ARCHITECTURAL STYLE SHINGLES ARCHITECTURAL STYLE SHINGLES ARCHITECTURAL STYLE 5HIN6LE5 30# FELT 30# FELT 30# FELT 7/Ib" 05B ROOF DECK - 7/Ib" 05B ROOF DECK 1/I6" OSB ROOF DECK TRUSSES SIZED BY 12 TRUSSES SIZED B 12" TRU55E5 51ZED BY 12 ENGINEER 5 ENGINEER 5 EN61NEER 5 2X4 CONT. LEDGER R 2X4 CONT. LEDGER 2X4 CONT. LEDGE 2X4 SOFFIT RETURN 2X4 SOFFIT RETURN 2X4 SOFFIT RETURN ®Ib O.G. " a I(oll Q.G. 6 Ib" O.G. 016 PLT. H6T. TO MATCH NEW ) ) PLT. HGT. TO MAT ' H NEW PLT. H6T. TO MATCH NEW 11,11, b-0" A.F.F. 8'-0" A.F.F. &'-0" A.F.F.. - _ -VINYL CEILING CONT. METAL CONT. METAL - - CONT. METAL R3 BATT. INSULATION Rab BATT. INSULATION EAVE DRIP EAVE DRIP EAVE DRIP SIMP50N H2.5A CLIP 1/2" 6YP. W. CEILING EACH TRU55 1/2 GYP. BD IX2 P.T. DONT. TRIM IX2 P.T. CONT. TRI SIMPSON H25A CLIP 51 N H2.5A CLIP -- EA H TRU55 2X6 CONT. FASCIA - 2X6 CONT. FASCIA EACH TRU55 2X6 CONT. FASCIA,- 2 2X12 BEAM W/ 2 1 " F ITGH P 2X8 TOP PLT. 2 TOP PLT. / L LT VINYL VENTED VINYL VENTED VINYL VENTED SOFFIT SOFFITSOFFIT � IX4 WOOD TRIM I' -b" WRAP (CAPITAL) II I -b OVERHANG OVERHANG OVERHANG AIR SPACE P.T. 04 STRUCTURAL COLUMN EXIST. CMU b" GMU _ 4- RT. 2X4 BLOCKING e, BTT. INSULATION r BATT. INSULATION IX WOOD HARDIE WRAP FIN. 6YP. BOARD. 1/2" GYP. BOARD. VAPOR BARRIER - TYVEK OR EQUAL 1/2 " 2X4 RIBBING ON 2X4 FURRING ON `I FACE AGE u i ' IXB TRIM WRAP P.T. 2X4 BLOCKING POUR GONW,. TO MATCHEXIST. GONG. SLAB 51MP50N ABU44 i POUR GONG. TO MATCH EXIST. FIN. FLR. ELEV. ------ I IN. FLR ELEV. - - 4" GONG. SLAB 3000 l9kEX.ST. F I O'-0" F.F.E. EXIST. P51 W/ FIBER MESH EXIST. SLAB N% -------- FIN. FLR. ELEV. SLAB - O' -O" F.F.E. ,,----------- =- -=---- FIN. FLR. ELEV. FIN. FLR. ELEV. �'o ° 4" BELOW BTM. PLT. ° ��--�___ —�i-3 BELOW BTM. PLT. T FINISH GRADE -VERIFY , FINISH GRADE -VERIFY VERIFY FINISH GRADE / // m / EXIST. m CONC. SLAB i 245 CONTINUOUS EXIST. TREATED EXIST. FILL FILL COMPACTED, COMPACTED, TREATED FILL TREATED FILL. GONG, FOOTER 51ZED 2HALL SECTION BY ENGINEER , 3 COLUMN Ci TAIL P.) 52 3/4 - I _ O HALL SECTION TYP. 52 3/4" = I' -O" i i w } , .1 OFFICE COPY Ej 3 t e 4 3 t { sn y� i f ?c N 4-' N � U Q O U � a'U 4� CA co C - A 0 �J CLIENT 616NATURE DRAWN BY:. 01.4AYME WHITE DAT!_: 4-;26-1-I THM PLANS ARE POR Tfe EXCLUSIVE I 010 MITE INK DESION AND ARE NOT TO Be ROPR DOOMED j i S' , k,..�-..DESIGN SPECIFICATIONS GENERAL NOTES � CONSTRUCTION SPEOIFICATIONS < .. . . Yydn.0 i.+. , CODE. E ,G_ I - _ I � BUILDING COD E RESIDENTIAL ... FLORIDA B 0 � [}� 1 E ORIGINAL PLANS -Y A AFTER THE DATE OF TH R ONE YEAR E. DESIGN IS VOID , UNLESS, PLANS HAVE BEEN ' REVIEWED FOR CODE COMPLIANCE. , I DESIGN .:LOADS. ACTUAL AND UNIFORM ROOF ROOF LOADING cd=1.25 ( ) TOP CHORD L 20 sf LVE LOAD P TOP CHORD DEAD LOAD 7 Psf (ARCH SHI NGLES ) D LIVE LOAD COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA sf INTERIOR EDGE STRIP PSF : ( ZONE PSF , , 1, - a - 4 6 10 +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 BOTTOM- CH OR 10 psf LOAD L BOTTOM CHORD DEAD 5P sf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES SD THE MASONRY SPECIFICATIONS. , H I 'ACCORDANCE WITH ACI 530 05 AND SHALL BE CONSTRUCTED IN C MASONRY HAS BEEN DESIGNED S ACCORDANCE WITH AC1530.1 05. GROU SHALL BE IN ACCORDANCE WITH ASTM 6476 WITH A MINIMUM OF 28 , N PRESSURES DUCE BY 0,60 AS M ¢, ABOVE WIND ES `HAVE BEEN RE PERMITTED TED BY F 0 O PER STM 1 19 GROUT SHALL HAVE A 3 .. ,.. 2 0 psi P A C 0 MAXIMUM COURSE AGGREGATE E SI OF a PLA A DAY COMPRESSIVE STRENGTH 0 SIZE CED T , _p N 8 TO 11 SLUMP. MORTAR SHALL CONFORM : •- STRESS TO ASTM C270 AND THE ALLOWABLE METHODOLOGY. NO FORT S DESIGN METHOD HER REDUCTION CRITERIA: �? . DEFLECTION C .. MAY B -U ED IN BRICK VENEER. CONTRACTOR SHALL PO e S TYPE M OR S. TYPE N MORTAR E S BE RESPONSIBLE FOR. THE DESIGN AND INSTALLATIO OF ALL FLASHING. �... , ROOF FRAMING. .LIVE .LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED fir, � . . . Ido., 11 OR FRAMING: LIVE LOAD L 360 & TOTAL LOAD L 240 FLO . CONCRETE MASONRY UNITS C U COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH - _ WITH ASTM C90 75 HOLLOW LOAD-BEARING CMU TYPE 1 GRAD ' E N 1 NORMAL CMU SHALL IN ACCORDANCEWEIGHT WITH A MINIMU C _ (CMU), , f COMPRESSIVE STRENGTH OF 1900 psi f m .1500 psi). GROUT ALL POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE:`p ( p } S » -+ �. E Qt" 0 MAXIMUM LIFTS PROVIDE` CLEANO'UTS PER ACI .1 02 -1N T Q CELLS CONTAINING VERTICAL REINFORCEMENT IN 5 MA U C .530 HE BOTTOM OF COURSE OF MASONRY5-0".'. - WIND LOADING. THE ..WALL HEIGHT EXCEEDS ALL EXTERIOR kir ' r r TION FULL HEIGHT WITH 4 @ 4'-0" O.C. MAX. AND AT EACH 'CORNER WAIL END, -.AND WALL INTERSECTIONS._ . R A CE 7 10 LINEAR INTERPOLATION IS PERMISSIBLE. WALLS ,SHALL BE `REINFORCED P OVIDE CONTINUITY OF REINFORCING AT INT. ,:.. •� _ S / #INTERSECTIONS OF S G S ER BARS, MINIMUM -0F 40 BAR DIAMETER INTO N PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORN AR TNI S EACH ELEMENT. AT STEM WALL C_ STRUCTED OF 5 OR MORE COURSES P ROVIDE HORIZONTAL JOINT _ _ awl►... -------------- • PLUS - PRESSURE AND MINUS - SUCTION. �. I _ 130 MPH S REINFORCEMENT AT 16 O.C. VERTICALLY, EVERY OTHER .COURSE., BASIC WIND SPEED (ASCE 7 10) ( ) IMPORTANCE FACTOR ----------- ------ 1.00 DESIGN OF WINDOWS DOORS FASTENING TO THE WALL FRAMING 1 THE D / CLAY MASONRY (BRICK): N R 12.0 FT MEA 00F HEIGHT RESPONSIBILITY OF THE WINDOW DOOR MANUF: SUPPLIER SHA -L MEET BRICK SHALL BE IN ACCORDANCE WITH ASTM C62,C216,:.OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. Luis A. P ontt3o, PE -------------------- FL `PE#53311 -- THL_ ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. ROOF PITCH 5 12 _ BUILDING CATEGORY CONCRETE SPECIFICATIONS: IG ED IN ACCORDANCE WITH ACI 318-08 AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH I 1 A ALL CONCRETE HAS BEEN DES E CE AC 30 . ALL NCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF REVISIONS DATE B 2500 PSI CATEGORY EXPOSURE a a AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS :SHALL. HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. -----------------ENCLOSED ENCLOSURE CLASSIFICATION INTERNALPRESSURE COEFFICIENT .18 ----, GENERAL NOTES. 1- o , FOOTING AND FOUNDATIONS. ; a • H LL BE N ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGN �� FOOTINGS AND FOUNDATIONS S ED WITH A SOIL BEARING DESIGN MAXIM M TRIP U OF 2 DENOTES EDGE S 000 PSF. A SOILS INVESTIG E IAL SPECIFICATIONS ATION REP-ORT-1 IS MAT R SU FACE CON ITIONS. IF THE FOOTING ELEVATIONS SHOWN IN DI v _ I- - SEE.. C & C CHART RECOMMENbED TO VERIFY SUITA LE BSUR D OCCUR A STURBED OR UNSTABLE SOI THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF I E CLAY 'SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF ABOVE FOR a DIMENSION ORGANIC .MATERIAL AND CORES (CLAY) 95% MODIFIED PROCTOR I ACCORDANCE WITH ASTM D 1557. FIELD ALTERATION HARDWARE AND ANCHORS. . CONTRAc fOR SHA ALF T LLCONTACT LOU S STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS .ELECTRICAL EMB FOUNDATION PLAN ONLY CONEE EDS STEP HEIGHTS E �C. SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING D NSIO , , � , IME NS AND PONT GO ASSOCIATES P THREADED SHALL BE IN ACCORDANCE WITH aAssocAEs woRTo ANCHOR BOLTS & AD D D MA IN - K G ANYSTRUCTURAL .IELD 0 PLAN SHOWN S1.O. D0 NOT DETERMINE FOOTING LOCATION BASED ON EITHER � LOCATION FROM: THE FOUNDATION R THE ARCHITECTURAL PLA OR FRAMING .PLAN BUT BY DIMENSIONS PROVIDED ON FOUNDATION ASTM A 307 OR ASTM F 1554 GRADE 36. --- - . MODIFICATIONS MAY VARY FROM THE MENS OF O LOCATION IS NOT DETERMINED THEN CONTACT ENGINEER OF EOR THE ORIGINAL `WASHERS. SHALL BE IN ACCORDANCE WITH ASTM A500 GRADE B a PLAN. IF FOOTING SIZE OR LOCA E (EOR) _ �L_ CONSTRUCTION DOCUMENTS. ANY NUTS.HALL BE ACCORDANCE WITH ASTM 563 GRADE A HEX. r FIELD ALTERNATIONS MADE PRIOR TO BEING. APPROVED O ED BY LOU PONTIGO & DRAWINGS, `MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 IN FOOTING UNLESS NOTED ON S AND MESH�SHA i � LL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE 3 associaresMaYREsuLTw METAL CONNECTORS... ALL -METAL CONNECTORS WHICH .ARE EXPOSED TO ,,____ ____, A #»ADDITIONALENGINEERING tlR OF 0R VIDE CONTINUITY REINF ACING AT INTERSECTIONS OF PERPENDICULAR CONCRETE @ 48 O.C. OR ROD CHAIRS. P ELEMENTS BY INSTALLICORNER BARS MINIMUM OF 40 BAR DIAMETERS INTO EACH INSP EXTERIOR SHALL BE GALVANIZED. E _ECTIONFEEs. NOT ACTUAL PLAN a a C � I G WHERE PERMITTED SHALL BE 48 BAR DIAMETERS ELEMENT SPLICES IN REINFORC ROOF SHEATHING SPECIFICATION „ DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4 CONCRETE SLABS ON GRADE: 7 SHINGLE MIN.. 24 16 A P /is , / , `RATED OSB OR PLYWOOD SHEATHING NAILED w .113x2 / 0 RING SHANK NAILS C7 � O.C. EDGE & 6 O.C. FIELD ATG ABLE .DECREASE EDGE NAIL SPACING O.C. ( TO 4 0 t » ' LARGER :THAN R EBAR SIX AND LARGER THAN THREADED ROD SIZE. / a ;5".. � r _ . r a r. t ..e .. _.4T r, ,��.. � » UM 6 MIL POLYETHYLENE VAPOR RETARDER' WITH J01 NTS LAPPED 6 AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL .WITH APPROVED CHEMICAL SOIL TREATMENT FOR WITHIN 4'-0" OF ROOF EDGE). U.O.N. ( - ) .ENDS PREVENTION OF SUBTERRANEAN TERMITES. „ .. fir„ ;� , .: ,: Y.r Y i ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS SCOPEOF SERVICE= E INSTALLATION ONLY): ( DUAL CARTRIDG ) r SAWCUTS. FOR CONTROLLED C� ,, CKING CUT A 1 SAWCUT INTO SLAB IN A 12 x12 GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE WALL SHEATHING SPECIFICATIONS: EPDXY: ITW RED -HEAD A7 MEANS AND METHODS: METHODS. REINFORCING STEEL: SHALL BE ASTM A615, "GRADE 60. - 16 FLEXIBLE FINISH MIN. /16 24/ APA RATED -OSB OR PLYWOOD SHEATHING FASTENED w / 8d @ 6 O.C. EDGE AND 6 O.C. FIELD. SHE A ING MAY BE Lou Pon ti,o and • Associates, Inc. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. FOR CONSTRUCTION MEANS METHODS ` TECHNIQUES PROCEDURES INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD,CEMENT OR VINYL SIDING, HARDI PANEL &BRICK. ALL HER WALL SHALL BE CONSIDERED BRITTLE FINISH. SHALL BE ASTM A18 WELDED `WIRE FABRIC--(WWF):S 5 c � R THE ACTS OR OMISSIONS OF THE CONTRACTORORANY SEQ'"`�-N..,,€S, FOR ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL. DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATES�. EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT • U AL LAMINATED VENEER LUMBER (LVL): L LAMINATED VENEER LUMBER C } 420 Osceola Avenue ANY OF WITH _MASONRY CONCRETE OR 7 _250 24 1 STUCCO: FINISH, MIN. /ts , / APA RATED OSB OR PLYWOOD 'SHEATHING FASTENED w / 8d @-6 O.C.0N C. EDGE AND 6 O.C. FIELD. I STA SHEATHING WITH THE. LONG DIMENSION PERPENDICULAR TO THE WALL ACCORDANCE; WITH THE` THEM T._ CONSTRUCT THE WORK INCONTRACT 1 ax Beach Florida IS ...:USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. STUDS MODULUS E 1 900ksi BENDING STRESS (Fb) 2600psi DOc, w -N Ph. 242-0908 -Fax 241- 9557 �. ROOF COVERING SPECIFICATIONS: FL: CA # 34 . _. 8 4 SC. CA# 3579 BOTTOM- CH OR 10 psf LOAD L BOTTOM CHORD DEAD 5P sf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES SD THE MASONRY SPECIFICATIONS. , H I 'ACCORDANCE WITH ACI 530 05 AND SHALL BE CONSTRUCTED IN C MASONRY HAS BEEN DESIGNED S ACCORDANCE WITH AC1530.1 05. GROU SHALL BE IN ACCORDANCE WITH ASTM 6476 WITH A MINIMUM OF 28 , N PRESSURES DUCE BY 0,60 AS M ¢, ABOVE WIND ES `HAVE BEEN RE PERMITTED TED BY F 0 O PER STM 1 19 GROUT SHALL HAVE A 3 .. ,.. 2 0 psi P A C 0 MAXIMUM COURSE AGGREGATE E SI OF a PLA A DAY COMPRESSIVE STRENGTH 0 SIZE CED T , _p N 8 TO 11 SLUMP. MORTAR SHALL CONFORM : •- STRESS TO ASTM C270 AND THE ALLOWABLE METHODOLOGY. NO FORT S DESIGN METHOD HER REDUCTION CRITERIA: �? . DEFLECTION C .. MAY B -U ED IN BRICK VENEER. CONTRACTOR SHALL PO e S TYPE M OR S. TYPE N MORTAR E S BE RESPONSIBLE FOR. THE DESIGN AND INSTALLATIO OF ALL FLASHING. �... , ROOF FRAMING. .LIVE .LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED fir, � . . . Ido., 11 OR FRAMING: LIVE LOAD L 360 & TOTAL LOAD L 240 FLO . CONCRETE MASONRY UNITS C U COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH - _ WITH ASTM C90 75 HOLLOW LOAD-BEARING CMU TYPE 1 GRAD ' E N 1 NORMAL CMU SHALL IN ACCORDANCEWEIGHT WITH A MINIMU C _ (CMU), , f COMPRESSIVE STRENGTH OF 1900 psi f m .1500 psi). GROUT ALL POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE:`p ( p } S » -+ �. E Qt" 0 MAXIMUM LIFTS PROVIDE` CLEANO'UTS PER ACI .1 02 -1N T Q CELLS CONTAINING VERTICAL REINFORCEMENT IN 5 MA U C .530 HE BOTTOM OF COURSE OF MASONRY5-0".'. - WIND LOADING. THE ..WALL HEIGHT EXCEEDS ALL EXTERIOR kir ' r r TION FULL HEIGHT WITH 4 @ 4'-0" O.C. MAX. AND AT EACH 'CORNER WAIL END, -.AND WALL INTERSECTIONS._ . R A CE 7 10 LINEAR INTERPOLATION IS PERMISSIBLE. WALLS ,SHALL BE `REINFORCED P OVIDE CONTINUITY OF REINFORCING AT INT. ,:.. •� _ S / #INTERSECTIONS OF S G S ER BARS, MINIMUM -0F 40 BAR DIAMETER INTO N PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORN AR TNI S EACH ELEMENT. AT STEM WALL C_ STRUCTED OF 5 OR MORE COURSES P ROVIDE HORIZONTAL JOINT _ _ awl►... -------------- • PLUS - PRESSURE AND MINUS - SUCTION. �. I _ 130 MPH S REINFORCEMENT AT 16 O.C. VERTICALLY, EVERY OTHER .COURSE., BASIC WIND SPEED (ASCE 7 10) ( ) IMPORTANCE FACTOR ----------- ------ 1.00 DESIGN OF WINDOWS DOORS FASTENING TO THE WALL FRAMING 1 THE D / CLAY MASONRY (BRICK): N R 12.0 FT MEA 00F HEIGHT RESPONSIBILITY OF THE WINDOW DOOR MANUF: SUPPLIER SHA -L MEET BRICK SHALL BE IN ACCORDANCE WITH ASTM C62,C216,:.OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. Luis A. P ontt3o, PE -------------------- FL `PE#53311 -- THL_ ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. ROOF PITCH 5 12 _ BUILDING CATEGORY CONCRETE SPECIFICATIONS: IG ED IN ACCORDANCE WITH ACI 318-08 AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH I 1 A ALL CONCRETE HAS BEEN DES E CE AC 30 . ALL NCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF REVISIONS DATE B 2500 PSI CATEGORY EXPOSURE a a AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS :SHALL. HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. -----------------ENCLOSED ENCLOSURE CLASSIFICATION INTERNALPRESSURE COEFFICIENT .18 ----, GENERAL NOTES. 1- o , FOOTING AND FOUNDATIONS. ; a • H LL BE N ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGN �� FOOTINGS AND FOUNDATIONS S ED WITH A SOIL BEARING DESIGN MAXIM M TRIP U OF 2 DENOTES EDGE S 000 PSF. A SOILS INVESTIG E IAL SPECIFICATIONS ATION REP-ORT-1 IS MAT R SU FACE CON ITIONS. IF THE FOOTING ELEVATIONS SHOWN IN DI v _ I- - SEE.. C & C CHART RECOMMENbED TO VERIFY SUITA LE BSUR D OCCUR A STURBED OR UNSTABLE SOI THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF I E CLAY 'SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF ABOVE FOR a DIMENSION ORGANIC .MATERIAL AND CORES (CLAY) 95% MODIFIED PROCTOR I ACCORDANCE WITH ASTM D 1557. FIELD ALTERATION HARDWARE AND ANCHORS. . CONTRAc fOR SHA ALF T LLCONTACT LOU S STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS .ELECTRICAL EMB FOUNDATION PLAN ONLY CONEE EDS STEP HEIGHTS E �C. SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING D NSIO , , � , IME NS AND PONT GO ASSOCIATES P THREADED SHALL BE IN ACCORDANCE WITH aAssocAEs woRTo ANCHOR BOLTS & AD D D MA IN - K G ANYSTRUCTURAL .IELD 0 PLAN SHOWN S1.O. D0 NOT DETERMINE FOOTING LOCATION BASED ON EITHER � LOCATION FROM: THE FOUNDATION R THE ARCHITECTURAL PLA OR FRAMING .PLAN BUT BY DIMENSIONS PROVIDED ON FOUNDATION ASTM A 307 OR ASTM F 1554 GRADE 36. --- - . MODIFICATIONS MAY VARY FROM THE MENS OF O LOCATION IS NOT DETERMINED THEN CONTACT ENGINEER OF EOR THE ORIGINAL `WASHERS. SHALL BE IN ACCORDANCE WITH ASTM A500 GRADE B a PLAN. IF FOOTING SIZE OR LOCA E (EOR) _ �L_ CONSTRUCTION DOCUMENTS. ANY NUTS.HALL BE ACCORDANCE WITH ASTM 563 GRADE A HEX. r FIELD ALTERNATIONS MADE PRIOR TO BEING. APPROVED O ED BY LOU PONTIGO & DRAWINGS, `MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 IN FOOTING UNLESS NOTED ON S AND MESH�SHA i � LL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE 3 associaresMaYREsuLTw METAL CONNECTORS... ALL -METAL CONNECTORS WHICH .ARE EXPOSED TO ,,____ ____, A #»ADDITIONALENGINEERING tlR OF 0R VIDE CONTINUITY REINF ACING AT INTERSECTIONS OF PERPENDICULAR CONCRETE @ 48 O.C. OR ROD CHAIRS. P ELEMENTS BY INSTALLICORNER BARS MINIMUM OF 40 BAR DIAMETERS INTO EACH INSP EXTERIOR SHALL BE GALVANIZED. E _ECTIONFEEs. NOT ACTUAL PLAN a a C � I G WHERE PERMITTED SHALL BE 48 BAR DIAMETERS ELEMENT SPLICES IN REINFORC -- TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12 STAG. » A35 450 450 12-8dx1t /z 10446.4 GABLE X -BRACE 2-16d 3 -GUN NAILS TOP PLATE,.. LAP'S/INTERSECTION FACE NAIL (2-16d)DESIGNATESP - ' RE CAST LINTEL H2.5T -8d E END 11478.3 LB -1 600 520 5 A. DE IGNATES SHEARWALL. THE DBL. TOP PLATE TO STUD FACE d - _ „ .LAT T NAIL..: (.2..16 ) 3 GUN.. NAILS DESIGN 5-1Odx1' EA. END 11470.3 ---_ HIDDEN LINE DESIGNATES SIDE OF H 8 6 20 530 /z ---------- ' RIM JOIST TO TOP PLATE TOE NAIL�(8d @ 6 GUN NAIL @ 6W LL THE SHEARWALL SHEATHING['���/�) SW - t TO BE APPLIED. 8d @ 3/6 CRITEIVI"'l MTS12 1000 860 7 10dx1 /z ; EA.' END 10456.3 NAILING- :H - „ DESIGNATES CEILING JOIST TO TOP PLATE TOE NAIL, 3-8d 5 GUN NAILS D ES 8d COMMONS @ 3 HT 20 1450 1245 24-10dx1 EA. END 13872.3 8d@3 /6 S /z O.C.EDGE & 6 O. c, "IN THE AND CEILING CE JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILSFIELD" MSTA.24 17.65 1270 9-10d EA. END 13872.4 I, CEILING JOIST TO ROOF RAFTER FACE 'NAIL(6-16d) 6-16d 8 -GUN NAILS GENERAL META36 2050 1870 13-10d EA, END 13872.8 ADJ - ADJACENT LG - Long - _ - NOTE 3 GUN NAILS.._ S 18-16d TO TRUSS/BEAM JOIST/TRUSS T01 PLATE TOE, NAIL (2-16d) BM BEAM MANUF. Manufacture 4 3080 11496.2 - BOTTOM MONO - Monolithic H TT4 3 80 BOT M 5 „ - - DO NOT SCALE DIMENSIONS FROM RAFTER TO PLATE TOE NAIL (3 8d) 3 GUN NAILS 1- /$ 0 R 0 D TO FTG,. B R G BEARING OC - On Center THESE DRAWINGS; IF A DIMENSION IS UNCLEAR REFER TO THE _ 5B Oriented Strand Board JACK RAFTER TO HIP TOE NAIL 3 1Od 4 GUN NAILS CMU CONCRETE MASONRY UNIT Q AR CH ITEC TURALORAWINGSOR 32 16d TO TRUSS/BEAM ( ) 5250 4670 11496.2 DBL - DOUBLE PERP - Perpendicular CONTACT THE E.O.R. H TT5 5 „ 3 -GUN NAILS - 1 /8 0 ROD TO FTG. ROOF RAFTER TO 2x_ RIDGE. BM. TOE NAIL ` �(2-16d) DIA DIAMETER PRE ENG Pre i En ne-eyed g _ PLAN NAME - EA - EACH PSF - Pounds per Square Foot 6 10d TO HEADER P q CONT. HEADER, TWO PIECES FACE NAIL. 16d@ 16 O.C. @ EDGE RENOVATION LUS28 - 930 780 10655.113 EE - EACH END PSI - Pounds per Square Inch P q__ -10d JOIST DESIGN/DRAWN/CHECKED / 4 TO <_ _ - WN CHECKED CONT. HEADER TO STUD 'TOE NAIL- 3. 16d 4 GUN NAILS. EOR ,ENGINEER OF RECORD PT: PRESSURE TREATED , - _ CS JMD LAP _ E EQUAL .QT Quick .Tie / / 14 16d TO HEADER Q Q STUD TO OL PLATE TOE - S E NAIL (3 16d) 4 GUN NAILS DATE H 0410 .905 785 10531.36 EXT - EXTERIOR REINF -Reinforce OFFICE -6 16d TO JOISTLCOPY °° °° FBC - FLORIDA BUILDING CODE SF '- S uare Foot ;. 07.24.17 SOLE PLATE TO JOIST BLOCKING FACE NAIL 16d @ 16 GUN NAC q - / ( ) U L @ 8 - - co s _ FDN FOUNDATION SPF -Spruce Pine Fur CONTROL NO. 2200 � RDD w/ `12 16d 10849:.;6 p ABU 44 /a FT _ OOT SYP - Southern Yellow Pine 5 _ ABU66 2300 / � ROD w 12 16d 10849;..6 FOOTING THRU Through $ / NAIL SPECIFICATIONS FTG G g TRUSS ID. _ „ ,, _ TYP Typical HDR HEADER - - - YP - SET N A N A SIMPSON EPDXY TIE 11506;4 3x0.131 � GUN NAILS I 2- x0.1 3 � RINK SHANK ,,, / / - _ REVIEWED FOR CODE COMPLIANCE „ » HORIZ HORIZONTAL I UON .:Unless Otherwise Noted _ 1 _ LPA NO. 2%0.113"0 - 6d 2,/ x .131 b 8d 2 - CITY 4F ATLANTIC 10-16d :TO STUD/BEAM/POSTLBS :POUNDS VERT Vertical BEACH. » » >, KEKC-17-00778 0 - - SEE PE 1675 1675 11496.3 3x0.148 1Od 3 / x .162 � 16d RMtTSFOR LTT20B z WWF Welded Wire Fabric..: ADDITIONAL _t ,� „ „ » „ ,, SHEET 1 /2 0 ROD TO FTG. _ t 1 - t REQUIREMENTS AND CONDITIONS 11/2 x0.148 � - 10dx1 /z 1 /z, x .131 � - 8dx1 /z ,x LSTA12 805 695 10-10d 13872.5 REVtEWED t3r DATE. JrJ 7 SOD CS16 1705 1705 13-8d 10852.1 0, w. SHEET 1 OF 5 RETROFIT REBAR .ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR „ DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4 CONCRETE SLABS ON GRADE: t » ' LARGER :THAN R EBAR SIX AND LARGER THAN THREADED ROD SIZE. / a I SHALL BE INSTALLED OVER MINIMUM » UM 6 MIL POLYETHYLENE VAPOR RETARDER' WITH J01 NTS LAPPED 6 AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL .WITH APPROVED CHEMICAL SOIL TREATMENT FOR U.O.N. ( - ) PREVENTION OF SUBTERRANEAN TERMITES. ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS SCOPEOF SERVICE= E INSTALLATION ONLY): ( DUAL CARTRIDG ) SAWCUTS. FOR CONTROLLED C� ,, CKING CUT A 1 SAWCUT INTO SLAB IN A 12 x12 GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE EPDXY: ITW RED -HEAD A7 MEANS AND METHODS: METHODS. REINFORCING STEEL: SHALL BE ASTM A615, "GRADE 60. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RES ONSIBLE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. FOR CONSTRUCTION MEANS METHODS ` TECHNIQUES PROCEDURES R WOOD FRAMING SPECIFICATIONS: SHALL BE ASTM A18 WELDED `WIRE FABRIC--(WWF):S 5 c � R THE ACTS OR OMISSIONS OF THE CONTRACTORORANY SEQ'"`�-N..,,€S, FOR ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL. DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATES�. EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT • U AL LAMINATED VENEER LUMBER (LVL): L LAMINATED VENEER LUMBER C } E PERFORMING THE WORK OR FOR THE FAILURE FOR PERSONS PERFORM THEA IRS ANY OF WITH _MASONRY CONCRETE OR - - IL SHALL BE PRESSURE TREATED. IF ACO OR NON DOT BORATE PRESERVATIVE TREATMENT IS USED A ATTACHED FASTENERS SHALL BE ALL L H OT DIPPED GALVANIZED. IF LACZA EXCEED THE FOLLOWING SI S ELASTIC SHALL MEET OR DESIGN PROPERTIE EPRESERVATIVE ACCORDANCE; WITH THE` THEM T._ CONSTRUCT THE WORK INCONTRACT IS ...:USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. MODULUS E 1 900ksi BENDING STRESS (Fb) 2600psi DOc, w -N ROOF COVERING SPECIFICATIONS: - LIMITS OF: STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE CONTRACTOR SHALL BE RE '„ PONSIBLE:FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SMALL'COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE __.. _ ,... . THE I T T E SPECIFICALLY DESIGNED. BY THE STRUCTURAL ENGINEER E CI FI CA ARE MANUFACTURERS REQUIREMENT IS AY U CL AND TILE ROOFS .SHALL BE INSTALLED PER THE CONCRETE AND TILE ,TION MANUAL." AND THE MANUFACTURER'S CLAY ROOF INSTALLA ACTURER S REQULREMENTS. STANDING, SEAM. _ THE FOLLOWING: CONTINUOUS LOAD PATH LIMITED FOR WIND UP TFTLI METAL ROOFS WITH TA OFS SHALL. COMPLY 'ASTM E151REQUIREMENTS.,SH 4 AND BE INSTALLED ACCORDING T THE CONTRACTOR ALL 0 E MANUFACTURER S THE DONT BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND METAL FLASHING AND VALLEY MATERIALS. HEADERS; DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGN -D - PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMIN3 NOT WATERPROOFING. SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND AN THE CONTRACTOR SHALL BE RE PONSIBLE FOR THE DESIGN /INSTALLATION OF ALL WATER PROOFING. ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. j u. i : f a SIMPSON CONNECTORS WFASTENINGSCHEDULE PLAN _ LEGEND AND ABBREVIATIONS UPLIFT CONNEC TONMEMBERS TYPE FASTENER INTERIOR LOAD BEARING WALL BUILT-UP POST IN ; THE WALL CONNECTOR SYP SPF FASTENERS FL# CODE -- TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12 STAG. » A35 450 450 12-8dx1t /z 10446.4 GABLE X -BRACE 2-16d 3 -GUN NAILS TOP PLATE,.. LAP'S/INTERSECTION FACE NAIL (2-16d)DESIGNATESP - ' RE CAST LINTEL H2.5T -8d E END 11478.3 LB -1 600 520 5 A. DE IGNATES SHEARWALL. THE DBL. TOP PLATE TO STUD FACE d - _ „ .LAT T NAIL..: (.2..16 ) 3 GUN.. NAILS DESIGN 5-1Odx1' EA. END 11470.3 ---_ HIDDEN LINE DESIGNATES SIDE OF H 8 6 20 530 /z ---------- ' RIM JOIST TO TOP PLATE TOE NAIL�(8d @ 6 GUN NAIL @ 6W LL THE SHEARWALL SHEATHING['���/�) SW - t TO BE APPLIED. 8d @ 3/6 CRITEIVI"'l MTS12 1000 860 7 10dx1 /z ; EA.' END 10456.3 NAILING- :H - „ DESIGNATES CEILING JOIST TO TOP PLATE TOE NAIL, 3-8d 5 GUN NAILS D ES 8d COMMONS @ 3 HT 20 1450 1245 24-10dx1 EA. END 13872.3 8d@3 /6 S /z O.C.EDGE & 6 O. c, "IN THE AND CEILING CE JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILSFIELD" MSTA.24 17.65 1270 9-10d EA. END 13872.4 I, CEILING JOIST TO ROOF RAFTER FACE 'NAIL(6-16d) 6-16d 8 -GUN NAILS GENERAL META36 2050 1870 13-10d EA, END 13872.8 ADJ - ADJACENT LG - Long - _ - NOTE 3 GUN NAILS.._ S 18-16d TO TRUSS/BEAM JOIST/TRUSS T01 PLATE TOE, NAIL (2-16d) BM BEAM MANUF. Manufacture 4 3080 11496.2 - BOTTOM MONO - Monolithic H TT4 3 80 BOT M 5 „ - - DO NOT SCALE DIMENSIONS FROM RAFTER TO PLATE TOE NAIL (3 8d) 3 GUN NAILS 1- /$ 0 R 0 D TO FTG,. B R G BEARING OC - On Center THESE DRAWINGS; IF A DIMENSION IS UNCLEAR REFER TO THE _ 5B Oriented Strand Board JACK RAFTER TO HIP TOE NAIL 3 1Od 4 GUN NAILS CMU CONCRETE MASONRY UNIT Q AR CH ITEC TURALORAWINGSOR 32 16d TO TRUSS/BEAM ( ) 5250 4670 11496.2 DBL - DOUBLE PERP - Perpendicular CONTACT THE E.O.R. H TT5 5 „ 3 -GUN NAILS - 1 /8 0 ROD TO FTG. ROOF RAFTER TO 2x_ RIDGE. BM. TOE NAIL ` �(2-16d) DIA DIAMETER PRE ENG Pre i En ne-eyed g _ PLAN NAME - EA - EACH PSF - Pounds per Square Foot 6 10d TO HEADER P q CONT. HEADER, TWO PIECES FACE NAIL. 16d@ 16 O.C. @ EDGE RENOVATION LUS28 - 930 780 10655.113 EE - EACH END PSI - Pounds per Square Inch P q__ -10d JOIST DESIGN/DRAWN/CHECKED / 4 TO <_ _ - WN CHECKED CONT. HEADER TO STUD 'TOE NAIL- 3. 16d 4 GUN NAILS. EOR ,ENGINEER OF RECORD PT: PRESSURE TREATED , - _ CS JMD LAP _ E EQUAL .QT Quick .Tie / / 14 16d TO HEADER Q Q STUD TO OL PLATE TOE - S E NAIL (3 16d) 4 GUN NAILS DATE H 0410 .905 785 10531.36 EXT - EXTERIOR REINF -Reinforce OFFICE -6 16d TO JOISTLCOPY °° °° FBC - FLORIDA BUILDING CODE SF '- S uare Foot ;. 07.24.17 SOLE PLATE TO JOIST BLOCKING FACE NAIL 16d @ 16 GUN NAC q - / ( ) U L @ 8 - - co s _ FDN FOUNDATION SPF -Spruce Pine Fur CONTROL NO. 2200 � RDD w/ `12 16d 10849:.;6 p ABU 44 /a FT _ OOT SYP - Southern Yellow Pine 5 _ ABU66 2300 / � ROD w 12 16d 10849;..6 FOOTING THRU Through $ / NAIL SPECIFICATIONS FTG G g TRUSS ID. _ „ ,, _ TYP Typical HDR HEADER - - - YP - SET N A N A SIMPSON EPDXY TIE 11506;4 3x0.131 � GUN NAILS I 2- x0.1 3 � RINK SHANK ,,, / / - _ REVIEWED FOR CODE COMPLIANCE „ » HORIZ HORIZONTAL I UON .:Unless Otherwise Noted _ 1 _ LPA NO. 2%0.113"0 - 6d 2,/ x .131 b 8d 2 - CITY 4F ATLANTIC 10-16d :TO STUD/BEAM/POSTLBS :POUNDS VERT Vertical BEACH. » » >, KEKC-17-00778 0 - - SEE PE 1675 1675 11496.3 3x0.148 1Od 3 / x .162 � 16d RMtTSFOR LTT20B z WWF Welded Wire Fabric..: ADDITIONAL _t ,� „ „ » „ ,, SHEET 1 /2 0 ROD TO FTG. _ t 1 - t REQUIREMENTS AND CONDITIONS 11/2 x0.148 � - 10dx1 /z 1 /z, x .131 � - 8dx1 /z ,x LSTA12 805 695 10-10d 13872.5 REVtEWED t3r DATE. JrJ 7 SOD CS16 1705 1705 13-8d 10852.1 0, w. SHEET 1 OF 5 T. ROOF .TRUSS SEE PLAN .. ..S -. a a _ ---I t.4 O ♦. .. 8 CMU WALL. � E �° �: �,. ., . TYPICAL WALL M�1 ♦. , REINF. SEE OPENING, 3 • SEE PLAN � a ; . SCHED. ON . ; N . err �. PLAN. #5 HORIZONTAL TIE BEAM �. , 4 .(ONLY REINFORCING ON D . F PLAN VIEW AT TYPICAL s WALL ELEVATION BAR SHOWN FOR CLARITY). �ANA�°A' H2.5T EA. RAFTER, • .. r WINDOW` DOOR OPENING Q f TYPICAL P.T. _PLATE _ ,' TYPICAL , (2)2x_ P.T.YP#2w , HOOK VERTICAL WALL REINF. AT 8 / - TYPICAL HORZONTA CORNER SPLICE Luis A. Pond o PECMUMB EINORCIN/2�THR THREADED RD TOP OF WALL INTO CONC. TIE J BOND BEAM. IF EPDXIED 8 @ 24 O.C. w' PLACE ROOFING FELT FL PE#53311 BEAM OR CMU / .. _ _ BETWEEN ROOF RAFTER 0 S0.1 SCALE. 4 it -VI RTES AT STAB / SO'.1 SCALE. _3 4 1 z WALL TERM N 2x2xY PLATE WASHER / / s: � CEILING JOIST AND CMU. -. REvlsloNs HOOK REINF. INTO SLAB. .. w on » z 8 x16 _ BOND BEAM, ZO CL w Q - w 1-#5 CONT w o w F- to 1- <c i- cn w w cn C� FILL ALL CELLS SOLID t� TOP AND BOTTOM , <CwZw w J(/)0n WITH GROUT THAT C) cn l C) Q RE U IRE VERT C AL El _0 - z _. REINFORCING AND ALL SHALL FRAME z Q CONTRACTOR 1=. CELLS BELOW GRADE. BLOCKS :,. •- : : " -" WALL , w/ 8.:x16 N w JOINT REINF. 0_ v A RUNNING BOND. MATCH AT 16 o.c EXISTING ELEVATION FIELD ALTERATION � CONTRACTOR SHALL CONTACT L. OU P NTIGO 6 ASSOCIATES PRIOR TO I 0 4 .. F- (� w :. ' MAKING ANY STRUCTURAL FIELD CONTRACTOR SHALL- FRAME 0- w W MODIFICATIONS WHICH MAY VARY W rr » - - . ; FROM THE INTENT OF THE ORIGINAL <t m z w w WALL w 8x8 BLOCKS IN A J (n „ - / CONSTRUCTION DOCUMENTS. ANY o u m M WALL : w 1. 5 C� U) z U / # D. MATCH FIELD ALTERNATIONS MADE PRIOR TO J » ,. STACKED BON BEING APPROVED BY LOU PONTIGO 8 a 4 O.C.VERTICAL @ 2EXISTING ELEVATION nssoclaTesMAVRESULriN �Z ADDITIONAL ENGINEERING OR • z, � _ ,. GROUT ALL REINFORCED CELLS _ :.: - ' INSPECTION FEES: ►- _ DWLS. TO MATCH I VERTICAL REINF. I - ------ .: TYP. U.N.O. 1- . -� CD PLAN SECTION ION vi CLEAN OUT HOLE n w cn I _ I 8 CMU WALL. AS REQUIRED I- <CwzW 1 c p O - V) p a- z J U (n J I ` FOOTING WALL a_ SEE PLAN a J I o I FASTEN 2x8 P.T. SYP 2 HIGH HT GROUTING NOTES. i I v �:2� WINDOW DOOR BUCK TO 8 SECTION G LL _.vv WALL S 1. MAXIMUM GROUT POUR `HEI HT SHA. ;I I � „ ,�.,. 3 SLAB ON » SLAB ON CMU w / 0x2 / TAPCONS -0 . r r » BE 12 GRADE OR CONC._-'---'--� GRADE t GRADE, @ 24 o.c INSTALL 3 MIN. , SLAB SEE PLAN. .. SEE PLAN. �� ; � .- SEE PLAN. EACH SIDE. _ / a LOW HT. (;ROUTING NOTES- 2. IF HIGH LIFT ,GR,%q,�#�G IS USEb, REINF. j � /'�'\� �\°°\ �/ U./ , ,\�° x T AND A CLEANOUT / _ SHALL .BE FU __I 1 r � 0 GROUT. -POUR HEIGHT FOR , _ . , / / ,/ 1. ,USE 5 . \ / _a WITH R � _ ELLS W EBAR ,-� IS RE D AT C 3 THRU 5. _ MOLE Q / ,• BAR SIZES # # _ � k � . 2x8 P.T.SYP 2 T , 77 CKENED EDGE 2. USE5 0 GROUT POUR HEIGHT FOR 3. GROUT SHALL BE PLACEDI N 5 LIFTS , WINDOW DOOR BUCK BAR ° SIZES #7 AND ABOVE. TO PREVENT BLOWOUTS. r I I , 3. .SEE SPECIFICATIONS AND STRUCTURAL 4. SEE SPECIFICATIONS AND STRUCTURAL L — — NOTES FOR GROUT TYPE AND GROUTED NOTES FOR GROUT TYPE AND GROUTED CELL SIZE. CELL SIZE. SEE DETAIL 9 S0.1 1 TYPICAL WALL REINFORCEMENT 2 TYP. WALL SECTION 5 STRUCTURAL WINDOW/DOOR BUCK 6 SCALE, 3 4 - 1 -p Sp.1 / S01 SEE 1` S0.1 FOR INFORMATION NOT .SHOWN.. S0.1 50.1 SCALE. N.T.S % " ROOF SHEATHING,, NEW 8 CMU WALL w/ #5 VERT. SEE SPECS w/ STD. 90 HOOK INTO FOOTING ALIGNED w/ WALL REINFORCEMENT PRE-ENGINEERED HEADER Ia » » END I SIMPSON H2.5T ROOF TRUSS, SEE PLAN a ABOVE @ 32 , 24 O.C. I _ (TYP. @ PORCH) F— a Z # HEADER &SUPPORT DRILL 10" @ EPDXY 1-#5 A R PLAN. I 2 MSTA24 J DOWEL @ 24 O.C. POT PER , S �( z STRAPS a» POUR 4 CONCRETE SLAB w FIBERMESH @ 1.5 LBS CU.YD. OF b CONCRETE OR 6x6 W1.4xW1.4 WWF ON EXISTING SLAB w/ a CONCRETE BONDING AGENT. CD r0 POST BASE: 4 H2.5T EA. RAFTER, TYPICAL d 4x4 POST. ABU44 _ GRADE OR CONC. ry TYPICAL P.T. PLATE s' " d EXISTING 4" SLAB' ON SLAB, SEE PLAN. a GRADE OR CONC. x8 P.T. SYP 2 w GRADE, CONTRACTOR 22 , VERIFY. SLAB SEE PLAN: ,r /2 0 THREADED ROD a:. PLACE ROOFING FELT .� a r % \ PORCH. » » o ; �, \\ 1" a • BETWEEN ROOF RAFTER/ 0 1 , t EPDXIED 8 @ 24 O.C. w / a. SLAB „ s CEILING JOIST AND CMU — ,,_ T WASHER . 2x2xY8 PLATE I- \ \ \ ♦ > \ / .' . / \ TING FOOTING, �, 5 b ,. CONTRACTOR VERIFY MIN x16 z \/ \\ �� \\ Y8 ROD \ \ , » CONCRETE BOND BEAM / CONTRACTOR VERIFY EPDXIED 6 MIN / AT TOP OF WALL. CONTACT EOR IF MIN ;12 WIDE AND 12 OTHER CONDITIONS EXIST. BELOW GRADE. 16� 1M[ -PORCH SHEATHING SPECIFICATIONS. 12 WIDE 3/8" w 8d C T ACTOR /s (OR GREATER) OSB OR PLYWOOD, / COMMON NAILS ©6» O.C. EDGE AND FIELD V RIFY : G FOOTING CONDITION 9A EXISTING 9B. NEW FOC TYPICAL TRUSS CONNECTION FOOTING M NOL1�' IC EDGE_ 00 NG H FRAMING DETAILS 8 9 O 7 TYPICAL PORCH TO EXISTIIIG WALL T IN DETAIL 1A NO NEW FOOTING `IF NEEDED UNDER RE ME D W 0 NEW CMU WALLS S0:1 �01 S0.1 IF ALL CONDITIONS ' 1-#5 CONT. xs, g HIC KENED SLAB EDGE W W Q L J S ALE, 3/4 - 1 -0 EW 8" CMU WALL w/ #5 VE i T. STD. 90' HOOK INTO FOOTING LIGNED w WALL REINFORCEMENT / C ,ENT OVE @ 32» 24 O.C. #4 CONT. TYPICAL DE TAILS #3x48 LONG w 6» HOOK @ 48" O.C. POUR 4" CONCRETE SLAB w/ FIBERMESH —° -- @ 1.5 LBS/CU.YD. OF CONCRETE t` OR 6x6 W1.4xW1.4 WWF ON EMIL DO NOTSCALEDIME DIME SIO I THESE DRAWINGS IF A DIMENSION IS VAPOR BARRIER IN \\ PREPARE GRADE. /\\ D A D UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ALT. FOOTING AT RENOVATION s BUILDERS DISCRETION. DESIGN/DRAWN/CHECKED CS JMD LAP W/(3)#5 CONT. DATE 07.24.17 CONTROL NO. TRUSS ID. 'I CONDITION LPA NO. ®FFICECOPY KEKC-17_00778 SHEET S0.1 SHEET 2 OF 5 4-12d TOE 2x4 SYP 2 OUTLOOKERS NAILS (TYP.) C�? 24 O.C. 6-1Od 2x4 BLOCKING. FASTEN �; Associates, Inc. -COMMONS EACH END w/3 -10d RMED AND POURED - t ONCRETE RAKED TIE BEAM TOENAILS — 420 Osceola Avenue 2 5 CONTINUOUS H3 HURRICANE CLIP @ EA. / # lax; Beach, Florida 32250 OUTLOOKER TO TRUSS. Ph 242-0908 Fax. 24t 9557 4 FL. CA -# 8344 S.C. CA# 3579 ROOF u Q i TRUSS a4. a 9 2x4 SYP 2 OUTLOOKERS�a .. ° i, `` 2X6 ®• t @ 24 O.C. A 4 . . �b X—BRACE A q \G 2X4 T BRACE. ONLY WALL =SHEATHING UP E OF 4 REQUIRED FOR BRACE GABLE END \ , ' TRUSS a '� � <, .• cc. LENGTHS > 8'-0 ,. �► 1 FASTEN w 10d COMMONS N 'C p E . y, NAS � @ 6 ON CENTER H3 HURRICANE CLIP C�? EA. 8-12d TOE e� `OUTLOOKER "TO TRUSS. .: . NAILS TYP. � . Luis A. Ponti o, ('E 11 �d 3 2x4x6' SYP 2 LATERAL BRACE EA. FL PE#53311 X -BRACE w 2-16d INTO BOTTOM OM 2x4x24 BLOCKING. TOP .PLATE, SEE 2/S0.1 EXTEND REINF. INTO REVISIONS CHORD EA. TRUSS. ``� / DATE FASTEN EACH END WITH CONCRETE BOND BEAM A—A 4-12d TOENAILS ABOVE AND HOOK. x 8" CMU 0.131x3 TOE NAILS @ 8 O.C. SEE PLAN FOR — FROM BOT. CHORD OF TRUSS REINFORCEMENT; y TO PLATE SIMPSON H3 TOP PLATE, SEE 2/S0.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU GABLE END BRACING 2 RA ED MASONRY WALL DETAIL PONTIGO & ASSOCIATES PRIOR TO 1 MAKING ANY STRUCTURAL FIELD = 1'-0" //�� MODIFICATIONS WHICH MAY VARY S0.2 SCALE: 3/4" FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY NOTES: f FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED Y » EDB LOU PONTIGO & 1. SPACE GABLE END BRACING @ 4 6 MAX. �: ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR Y 2. ALL MATERIAL TO BE S P #2 INSPECTION FEES. TYPICAL DETAILS L OTSCALE DIMENSIONS FROM DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE HITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RENOVATION DESIGN/DRAWN/CHECKED CS JMD LAP DATE 07.24.17 CONTROL NO. TRUSS ID. LPA NO. KEKC-17-00778 SHEET so. SHEET 3 OF 5 7 m m N m J � J ILL. U Q = 'w Q 00 m Q U ,Ln z � g Q TYPICAL DETAILS L OTSCALE DIMENSIONS FROM DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE HITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RENOVATION DESIGN/DRAWN/CHECKED CS JMD LAP DATE 07.24.17 CONTROL NO. TRUSS ID. LPA NO. KEKC-17-00778 SHEET so. SHEET 3 OF 5 EXISTING CONDITIONS rHAVE FORMATION SHOWN ON THESE DRAWINGS REGARDING S THE TIME OF BEEN OBTAINED BASED ON AVAILABLE SOURCES AT E ESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR !IF NE FOOTING IS INSTALLED-rnrrn-ninrr TL1C AnTIIAI AC _DI III T h(lkInITInk] Cf11IhIn IN] TLJC CICI r) KA AV I , 9 —ATTACH FOOTINGS BY DRILLING 6,, so.1 AND EPDXYING 2—#5x2'-6„ HORIZONTAL DOWELS (TYP). .— - OQ0 i a a e. a °. _ v Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach. Florida 32250 Ph. 242-0908Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 g\ti �N .,•EA •..A i • ..5 1 aha s OF s AL E t MMh 'Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING! APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. i Irym m z w <C 0o w m U -- Z r 4< Q i FOUNDATION AND FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS , UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RENOVATION DESIGN/DRAWN/CH ECKED PS JMD LAP DATE 07.24.17 CONTROL NO. TRUSS ID. LPA NO. OFFICE COPY KEKC-17-00778 SHEET S160 SHEET 4 OF 5 Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax'. Beach, Florida 32250 Ph. 22-0908 Fax. 241-9557 F- L. GA # 8344 SC: CA#3579 tea.• �;z ��.......��}p. � .�,� No, a • Luis A. Pont'i3o, PE, FL i'E#53311 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY .FIELD ALTERNATIONS MADE PRIOR TO BEING: APPROVED BY LOU PONTIGO & ASSDCIATES MAY RESULT IN ' ADDITIONAL ENGINEERING OR INSPECTION FEES. f m m m Uw U W ULJ00W U �V J Q ROOF PLAN DO N.OT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 PNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RENOVATION _DESIGN/DRAWN/CHECKED CS' JMD LAP DATE 07.24.17 CONTROL NO. TRUSS ID. LPA NO. KEKC-17-00778' SHEET S2 SHEETOF 5 5 INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF SYMBOLS LEGEND DESIGN INCLUDING 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 HTS16 DESIGNATES UPLIFT CONNECTION. SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND BEFORE BEGIN OR / I FRAMING PLAN NOTES: L FOR TYPICAL ROOF SHEATHINGAND FRAMING, SEE DISCREPANCIES THAT MIGHT EXfST' BETWEEN THESE DRAWINGS AND/OR / SHEET SO.o. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN.. MIN. FIELD CONDITIONS. CONTRACTOR SHALL REPAIR REPLACE ANY ACTUAL / 1 H2.5T CONNECTOR. O DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING 3. FOR GENERAL DESIGN. SPECIFICATIONS SEE SHEET 50.0 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY .. PLACE CLIPS DIAGONALLY IAGONALLY ACROSS DOUBLE TOP PLATE ITEMS OR OTHER BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH E FROM EACH OTHER.- I MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING ; CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. X 2 � 8 S0,1 SO.1 O O 000 CONTRACTOR SHALL T TRUSS USS'A02 -8 FULL. HEIGHT C RAKED MU WALL A l 6 C) H 3 O H01 i 4 w/ 1-#5 0 24 O.C. IN GROUT f13)� FILLED CELLS. SEE 2 S0,2 , , . -- I _a 2 ,r S0.2 i i A I { I i I I HTS '4� H M16 153 / 1 2—HTSM16 2 / 8 B01 PORCH CEILING ' SHEATHING, SEE /S0.1 8 CO TRUSS NOTES: STRAPPING NOTES SO.1 7 1. STRAP TRUSSES TO BEARING` WITH 2-12d TOENAILS S0.1 & 1—SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED ROOF PLA SCALE: 1/4" = 1'_.p., ! s: , I I i� OFFICE COPY Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax'. Beach, Florida 32250 Ph. 22-0908 Fax. 241-9557 F- L. GA # 8344 SC: CA#3579 tea.• �;z ��.......��}p. � .�,� No, a • Luis A. Pont'i3o, PE, FL i'E#53311 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY .FIELD ALTERNATIONS MADE PRIOR TO BEING: APPROVED BY LOU PONTIGO & ASSDCIATES MAY RESULT IN ' ADDITIONAL ENGINEERING OR INSPECTION FEES. f m m m Uw U W ULJ00W U �V J Q ROOF PLAN DO N.OT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 PNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RENOVATION _DESIGN/DRAWN/CHECKED CS' JMD LAP DATE 07.24.17 CONTROL NO. TRUSS ID. LPA NO. KEKC-17-00778' SHEET S2 SHEETOF 5 5