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1604 COQUINA PL - BALCONY DRAWINGSJ J MEMBRANE M Ed MISCELLANEOUS _ ABBREVIATIONS M. R. Q MTL. METAL I� NOM. NOMINAL N.T.S. z A.F.F. ABOVE FINISHED FLOOR F.D. FLOOR DRAIN U o ON CENTER ALT. ALTERNATE FDN FOUNDATION OPENING m OPT. APPROX. APPROXIMATE F. E. FIRE EXTINGUISHER P.S.I. POUNDS PER SQUARE INCH Q ARCH. ARCHITECTURAL FLR. FLOOR P.T. PRESSURE TREATED FT. FOOT PAINTED E R. BM. BEAM FTG. FOOTING R./RAD. 00 z BIT. BITUMINOUS GA GAUGE � K LU REINF. REINFORCED BLKG. BLOCKING GALV. GALVANIZED SOUTH W SCHED. B. M. BENCHMARK GDO. GARAGE DOOR OPNR. SECTION z z BOT. BOTTOM GYP. BD. GYPSUM BOAR STOR. STORAGE GIL GLASS STEEL SUSP. CAB. CABINET T. � CER. CERAMIC GND GROUND T&G. TONGUE AND GROOVE C.J. CONTROL JOINT H.C. HANDICAPPED UNLESS NOTED OTHERWISE o WC CLG. CEILING HDR. HEADER W/ WITH COL. COLUMN HDWR HARDWARE W/O WITHOUT CONC. CONCRETE HGT. HEIGHT C:) CONT. CONTINUOUS H.M. HOLLOW META DBL. DOUBLE HORIZ. HORIZONTAL O/DIA. DIAMETER HVAC HEATING, VENTILATION, DIM. DIMENSION AND AIR COND TIONING I DN. DOWN IN.(") INCH o DR. DOOR INCL. INCLUDED DS. DOWNSPOUT INFO. INFORMATION DET./DTL. DETAIL INSUL. INSULATION U DWG. DRAWING INT. INTERIOR EA. EACH JAN. JANITOR E.J. EXPANSION JOINT JST. JOIST E ELEV. ELEVATION/ELEVATOR JT. JOINT o ELEC. ELECTRICAL KIT. KITCHEN o EQUIP. EQUIPMENT LAM. LAMINATE EXIST. EXISTING LAV. LAVATORY a) EXT. EXTERIOR E MAT'L MATERIAL FIN. FINISHED MAX. MAXIMUM m FIN. FLR. FINISHED FLOOR MECH. MECHANICAL BUILDING CODE REVIEW 0 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH T E 2017 FLORIDA BUILDING CODE - RESIDENTIAL 6TH EDITION, AN Q) 2017 FBC PLUMBING, MECHANICAL, ENERGY CONSERV. 6TH EDI IONS E AND NEPA LIFE SAFETY CODE W/ FL MODIFICATIONS 6TH EDITION. o • MAXIMUM HEIGHT OF THE STRUCTURE IN FT. 35 FT i • NUMBER OF STORIES 2 " • OCCUPANCY GROUP - R-3, ONE FAMILY DWELLING • CONSTRUCTION - TYPE V, UNPROTECTED _J L` IS TO BE SP KL D �181UI�LDING NOTE: C E ISTING BUILDING METHOD OF COMPLIANCE EV L IS BASED ON CHAPTER 4 - PRESCRIPTIVE COMPLIANCE METHO . SEE ALSO: FBC SECTION 504.1 Sc CHAPTER 8 - LEVEL 2 ALTERATION., "HINDER RESIDENCE" NEW SECOND FLOOR BALCONY ENCLOSURE W � w '00 :VD) Y J Ld N � 0 O 00 O Z O') O 1604 COQUINA PLACE, ATLANTIC BEACH, FLORIDA COQUINA PLACE S 90 ° 100'00" E 109.98' (MEASURED) MEMS. MEMBRANE M MISC. MISCELLANEOUS M. R. MOISTURE RESISTANT MTL. METAL I� NOM. NOMINAL N.T.S. NOT TO SCALE NO. NUMBER U O.C. ON CENTER OPNG. OPENING OPT. OPTIONAL P.S.I. POUNDS PER SQUARE INCH Q PLYWO. PLYWOOD P.T. PRESSURE TREATED PTD. PAINTED o R. RISER R./RAD. RADIUS z REF. REFRIGERATOR � K LU REINF. REINFORCED S. SOUTH W SCHED. SCHEDULE b O � U SECT. SECTION z z SIM, SIMILAR STOR. STORAGE STL, STEEL SUSP. SUSPENDED T. TREAD TYP. TYPICAL T&G. TONGUE AND GROOVE CL,9% U.N.O. UNLESS NOTED OTHERWISE WC WATER CLOSET W/ WITH WD. WOOD W/O WITHOUT MATERIAL INFORMATION 1 12. 09, (A4 EASLI RED) SYMBOLS LEGEND SECTION NUMBER SHEET NUMBER DETAL NUMBER SE TION DETAIL SC SHE =T NUMBER xe INTEIOR ELEVATION LETT R DESIGNATION SHE NUMBER DETAIL NUMBER SHEET NUMBER L J N NORTH ARROW sPOT EL ATION FINIS ED FLOOR �1 ELEV. 62.5' I BREAK UNE WINDOTAG OX SEE WI JDOW TYPE ON FLOOR PLANS ROOFING (MATERIAL SHALL MEET THE THE REQUIREMENTS OF CHAPTER 15, FLORIDA BUILDING CODE). • ROOF UNDERLAYMENT - ASTM D3161 • ROOF FLASHING - GAUGE MATERIAL TYPE - 30 FELT DRIP - 26 GAUGE CAP - 26 3AUGE RAKE - 26 GAUGE VALLEY - 26 AUGE • ROOF MATERIAL - BARREL TILE ROOF • FASTENING - PER MANUFACTURERS RECOMMENDATIONS Qi PROVIDED METHOD OF 00N5TRUGTION GOMPL I A .,E 4 ALTERATI ON LEVEL. N 79()26-916 g ° 2 6' „ W N 16 EXIST. SITE PLAN SCALE : N.T.S. GENERAL NOTES 1. GENERAL CONTRACTOR: FASANELLI CONSTRUCTION, INC., (904) 223-3002. 2. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 3. ALL DIMENSIONS FROM EXISTING WALLS ARE FACE OF FINISH AND ALL DIMENSIONS FROM NEW WALLS ARE FACE OF FINISH UNLESS OTHERWISE NOTED. 4. ALL NEW EXTERIOR WINDOWS, ROOFING, ETC., SHALL COMPLY WITH ALL CURRENT HURRICANE AND WIND LOAD REQUIREMENTS IN EFFECT. CONTRACTOR SHALL PROVIDE TEST CERTIFICATION NUMBERS AS REQUIRED BY THE CITY OF ATLANTIC BEACH BUILDING DEPARTMENT. 5. WHERE DEMOLITION OF CERTAIN ITEMS LEAVE PENETRATIONS IN EXISTING -TO -REMAIN FLOORS, WALLS, CEILINGS, ETC., PATCH SUCH PENETRATIONS AS REQUIRED TO MEET ORIGINAL FINISH AND PROTECTION. 6. ALL SELECTIONS FOR FLOORING, DOORS, HARDWARE, FINISHES AND ELECTRICAL FIXTURES ARE TO BE MADE BY OR APPROVED BY THE OWNER. 7. CONTRACTOR SHALL PROVIDE ALL APPLICABLE PERMITS AS REQUIRED. 8. EXTERIOR WINDOWS ARE TO BE INSULATED LOW E, U VALUE OF .45 MIN., SHADING COEFFICIENT OF .35 MIN. 9. CONTRACTOR SHALL PROVIDE PROPERTY PROTECTION FOR ALL AREAS NOT AFFECTED BY DEMOLITION OR NEW CONSTRUCTION. 0. NEW AND RELOCATED WINDOWS TO MATCH HEIGHT, STYLE, ETC. SIZES AS NOTED ON PLANS AND ELEVATIONS. DEMOLITION NOTES 1. BRACE ALL EXISTING CONSTRUCTION OR STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. 2. REMOVE EXISTING CONSTRUCTION AS INDICATED IN THE DRAWINGS UNLESS NOTED OTHERWISE. 3. HVAC CONTRACTOR SHALL VERIFY ADEQUACY OF EXISTING SYSTEM TO HANDLE NEW SQUARE FOOTAGE AREA AND UPGRADE AS NECESSARY. 4. ELECTRICAL CONTRACTOR SHALL VERITY CAPACITY OF EXISTING PANEL. SQUARE FOOTAGE: EXIST. BALCONY AREA = 207 SF NEW ENCLOSED AREA = 207 SF NEW WALLS AS REVD. EXISTING WALLS TO REMAIN. EXISTING WALLS TO BE REMOVED. () PROJECT LOCATION MAP * INDICATES PROJECT LOCATION DRAWING INDEX ARCHITECTURAL wonOFFICE C El ED FOR CODE COMPLIANCE Cl OF ATLANTIC BEACH gE PERMITS FOR ADDITIONAL REGI EMENTS AND CONDITIONS REVIEWED Y: DATE: George Island * tlantic Beach Neptune Beach acksonville Beach 1120A-1 Ponte Vedra Beach I�a DAT111 St. Johns County C-0 COVER SHEET, SITE PLAN & DESIGN NOTES A-1 REMODEL SECOND LEVEL FLOOR PLAN A-2 REMODEL EXTERIOR ELEVATIONS A-3 REMODEL ROOF PLAN & DETAILS A-4 ELECTRICAL REMODEL FLOOR PLAN STRUCTURAL REVISION BP# SO©v�� DATE__/ / SIGNED SO.0 DESIGN CRITERIA & GENERAL NOTES S1.0 2ND LEVEL WALL & ROOF FRAMING PLAN S2.0 SECTION & DETAILS S2.1 SECTION & DETAILS �T� M w N w I� ^w � U w Q N o OCY CA CJ � z Ir�•�� ��)) pJ� � K LU Qy O U 77 W 7 b O � U w z z > 2 Z W v W M W fJ J MAC 41 W o O h R �. CL,9% �T� M ' \ N w I� ^w � U OCY � z o COVER SHEET THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF FASANELLI CONSTRUCTION CO, INC. AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DOCUMENT IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION OR REUSE THEREOF IS EXPRESSLY LIMITED TO SUCH USE. z J LLJ Q o Z Z o 2 Q M o F- U) L.L. o � I— U C,r) LLJ o Lj (f)w LLJ0 m m � co co co QN N I I I D t0 0 000 m Q � JOB NO. DRAWN: TL CHECKED: AGL SCALE: N.T.S. CSO DRAWING NO. 25'-5,' 4'-4„ 5ATH 21'-8" 5E D ROO„f 02 5E D ROOM 413 - E y G O o REMOVE EXIST.U HALLWAY DOORS 4 WINDOW. FILL OPNC S. TO MATCH EXIST.' Z COO W � O J � ..:. . ... ... 00 oz SIN NEW GL.O. REMOVE EXIST. WE). RAILING. (A> INSTALL NEW 2X6 STUD WALL (2) 30-10 PKT. TO ENCLOSE EXIST. DECK A EA. a SEE STRUCTURAL FOR WALL{ O Lq FRAMING REQUIREMENTS.: w 6,-g1 „ 6,-33 o i w. I 4 4 o I � TO IST. STEPS REMAIN REMODEL o L 0 THIS AEA ONLY SECOND x Q �� LEVEL DO u-ci o NEW 61TTING RM. FLOOR PLAN II IST Al 30 i0 R. 00 TO EM IN —IN THIS DRAWING 2 1 SERVICE AND THE PROPERTY OF FASANEW • O S2.1 CONSTRUCTION ICO,IINC. ANDM SHALLF REMAIN THEIR PROPERTY. THE USE OF O THIS DOCUMENT IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED Q AND PUBLICATION OR REUSE THEREOF IS EXPRESSLY LIMITED TO SUCH USE. O `. 3 c / �z 3050 5H. 305 SN. w 3 SILL p30IIAFF. SILL 30"AFF. o 0 3'-0" 7,-7„ 2'-6„ 1 D o a E A-2 cn wcr 0 16'-8„ 13'-1 „ 23$-1 1'$ m uj W 0fr_ Lu SECOND FLOOR PLAN v SCALE 3/8"= l '-0" M o Q ao 9 C m Q O 41 C m JOB NO. E U DRAWN: TL U J CHECKED: A G L SCALE: 3/8" 1' OFFICE COPY A-1 DRAWING NO. W Til Q I� N O 00 o N M. H Vrr �l ] � d� p V M C. WWr O O N V Q 1z" u a ✓ FL N w F7 F -i N_ :-• �z 5E D ROO„f 02 5E D ROOM 413 - E y G O o REMOVE EXIST.U HALLWAY DOORS 4 WINDOW. FILL OPNC S. TO MATCH EXIST.' Z COO W � O J � ..:. . ... ... 00 oz SIN NEW GL.O. REMOVE EXIST. WE). RAILING. (A> INSTALL NEW 2X6 STUD WALL (2) 30-10 PKT. TO ENCLOSE EXIST. DECK A EA. a SEE STRUCTURAL FOR WALL{ O Lq FRAMING REQUIREMENTS.: w 6,-g1 „ 6,-33 o i w. I 4 4 o I � TO IST. STEPS REMAIN REMODEL o L 0 THIS AEA ONLY SECOND x Q �� LEVEL DO u-ci o NEW 61TTING RM. FLOOR PLAN II IST Al 30 i0 R. 00 TO EM IN —IN THIS DRAWING 2 1 SERVICE AND THE PROPERTY OF FASANEW • O S2.1 CONSTRUCTION ICO,IINC. ANDM SHALLF REMAIN THEIR PROPERTY. THE USE OF O THIS DOCUMENT IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED Q AND PUBLICATION OR REUSE THEREOF IS EXPRESSLY LIMITED TO SUCH USE. O `. 3 c / �z 3050 5H. 305 SN. w 3 SILL p30IIAFF. SILL 30"AFF. o 0 3'-0" 7,-7„ 2'-6„ 1 D o a E A-2 cn wcr 0 16'-8„ 13'-1 „ 23$-1 1'$ m uj W 0fr_ Lu SECOND FLOOR PLAN v SCALE 3/8"= l '-0" M o Q ao 9 C m Q O 41 C m JOB NO. E U DRAWN: TL U J CHECKED: A G L SCALE: 3/8" 1' OFFICE COPY A-1 DRAWING NO. E (a- 00 Oto ro Lv CD I 0 I MATCH P L. HT. (FIELD EXIIST. VERJI FY) SECOND FdOOR BEARING HT. EL =0'-0 FIN. FL00 m m WEST ELEVATION SEE STRUCTURAL i SCALE 3/8)�-1 )—O)) FOR SECTIONS/DETAILS EXISTING AREA OF NEW SECOND LEVEL ENCLOSURE NEW CUTTER NEW LOUD SLOPE 4 DOWNSPOUT ROOF INC 5�-&T& I. NEW WINDOW HEAD HT. EL = TO MATCH EXIST. .• NEW SIDING TO 1 IATCN EXISTINC`7 EXISTING -ILIL 11LIL JE _d] I LI =E h- :1_ ]LL I 1 11 —I ILA -1 -1 EXIST. BALCONY HGHT. — — — --EL = 8'— 8 A.F.F. (FIELD VERIFY SOUTH ELEVATION SCALE 3/8"=1'-0" :W LOW SLOPE DOFING S�'STEM. M M V N W M w U H Q TC H EXIST. PL. HT. U � ELD VERIFY) W 0 0 N N WINDOW HEAD HT. h+i �1J O Q� o = TO MATCH EXIST. ct O F G N V ct J S I D I NCS �j m E s o 1"1,4TCN F CS M `DO STING ST. BALCONY HGHT. = 8'-8" A.F.F. _LD VERIFY) =0'-0" FLOOR EXISTING ROOF TO REMAIN .• a OFFICE COPY W M M V N W M w U H Q U � � o 0 0 h+i �1J ct ct o REMODEL EXTERIOR ELEVATIONS THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF FASANELU CONSTRUCTION CO, INC. AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DOCUMENT IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION OR REUSE THEREOF IS EXPRESSLY LIMMED TO SUCH USE. Z J g <a Z p O Moi V) Li � � U LTJ 0 woo LLJ Of JOB NO. DRAWN: TL CHECKED: A G L SCALE: 3/8" = 1' A-2 DRAWING NO. W Q L o 0 0 JOB NO. DRAWN: TL CHECKED: A G L SCALE: 3/8" = 1' A-2 DRAWING NO. J w z 0 3 O Q C_ 0 3 c J / U) 3 0 / a� E U 0 0 L 0 rn c Q) Cn C: a 0 C: Q) E 13 U 0 0 w J I 0 0 i Ln I ti V) V) X LLJ EXIST. SL W WALLS :LOW ,AREA OF NEUJ SC�'EEN PORGN A DITION ROOF PLAN SCALE 3/ "=1 '-0" 16'-8" MIN/MALL Y EXPANDING PCS YURE7HANE FOAM OR APPROVED CAULKING' (AROUND WNDOW RSO) MINIMALL Y EXPANDING POL YURE7HANE FOAM OR APPROVED CAU (AROUND IWNDOW RSO) #RAP 4" MIN. SELF-ADHESIVE TYPE FLASHING INTO OPENING (,IAMBS & SILL) & TAPE (ESP. ® CORNERS) LAP & TAPE SELF-ADHESIVE TYPE RASHING AT ✓01NT (UPPER SHEET OVER LOMER SHEET) INSTALL SELF-ADHESIVE TYPE FLASHING 4" MIN. AROUND PERIMETER OF OPENING 1/2" OSB SHEA7HING WINDOW FLASHING N.T.S. TYP/CAL WALL HARD/f - BOARD 1/2" OSB SHEATHIN 2"x6" #C00 STUDS w/ R-19 BATT INSUL A 77ON 1/2" DRYWALL INSTALL 4 " MIN S1 TYPE FLASHING OI MOUN77NG zZANGE. & TAPE ,IOIN75. TYPICAL WALL HARDIE BOARD SWIM, 1/2" OSB SHEATHING 2"x6" #000 SIUDS w/ R-19 BATT INSUL 4 TICW 1/2" DRYWALL U h Cn Cn X LIJ RIDGE EXISTING ROOF TO REMAIN OVERFRAME LEDGER SEE: 2/52.1 �P -------------- 11 -------------- LINE OF EXISTING —1 ROOF BELOW 1 S2.1 II II II L------ ------------ � (1) TYPICAL ROOF OVERHANG SHALL 5E 2I-01' UNLESS NOTED OTHERWISE. L------- ---------------- N N A-2 / / /z N c�i / � � / o � I z OVERFR4ME LEDGER Cn SEE: 2/62.1 X I � 0 SLOPE 1.5:12 ~ (FIELD VERIFY) Q ---F PONT' WALL 2 M BELOW S2.1 L FON'T' WALL HEIGHT VARIES 45 NEEDED I TO UNDERSIDE OF NEW OVERFRAME I ROOF SEE STRUCTURAL FOR SECTIONS/DETAILS 23 -1 1 " TYP/CAL WALL HARDIE BOARD 1/2" OSB SHEATHING TYP. WOOD STUDS W/ R-19 BATT INSULATION 1/2" DRYWALL LAP AND TAPE SELF—ADHESIIE TYPE FLASHING A T ✓OINTS TYP. WALL DETAIL N.T.S. EXISTING ROOF TO REMAIN SIDING/ROOF SEE ARCH11 —7' AT DIRECTION OF ROOF/ROOF OVERFRAME & HOUSE WRAP OVER WALL WALL/ROOF CHANGE FLASHING MIN. 5" UP PROVIDE 5"X5" GALV. VERT. WALL TYP. —_ HING. TYP. ROOF DETAIL N.T.S. ROOF ATTIC/VENTILATION CALCULATIONS: ROO&] Ventilation required - Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separated space by vent i la t ing openings protected against the entrance of rain. vent i la t ing openings shall be provided with corrosion -resistant wire mesh, with 1/S inch (3.2 mm) minimum to 1/4 inch (ro.4 mm) maximum open ing s. R80ro.2 Minimum area The total net free vent i la t ing area shall not be less than 1 to 150 of the area of the space ventilated except that the total area is permitted to be reduced to 1 to 300, provided at least 50 percent and not more than 80 percent of the required vent i la t ing area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet ( 914 mm) above ea ve or cornice vents with the balance of the required ventilation provided by cave or cornice vents. As an alternative, the net free cross -ventilation area may be reduced to 1 to 300 when a vapor barrier ha v ing a transmission rate not exceeding 1 perm. (51.4 mg/s . m2 . Pa) is installed on the warm side of the ce i 1 ing. 8806.3 Vent Clearance Where cave of cornice vents are installed, insulation shall not block the free flow of air. A minimum of a 1 -inch (25.4 mm) space shall be provided between the insulation and the roof sheathing at the location of the vent. OFFICE COPY NOTE: M M (1) TYPICAL ROOF OVERHANG SHALL 5E 2I-01' UNLESS NOTED OTHERWISE. r \ v (2) LOUD SLOPE ROOF PITCH SHALL 5E CONFIRMED N N AS NOTED ON PLANS. CA (3) ROOF FRAMING LUl" MER TO 5E 02 OR 5ETTER. w (4) INDICATES DIRECTION OF ^W F—I ROOF SLOPE. m (5) LOW SLOPE ROOFING 1" 1E1" 15R4NE SHALL SE A MODIFIED 5ITUMEN SYSTEM 5Y 51TEC, OR EQUAL, CONSISTING OF THE FOLLOWING: I. UPPER SURFACE: MINERAL -COATED POLYMER U 5 I TUMEN COMPOUND, 2.16T REINF. LAYER: CONTINUOUS STRAND 6PUN50ND NON -WOVEN POLYESTER FA5RIC. 3. 2ND RE INF. LAYER: GLASS F15ER. 4. 3RD RE INF. LAVER: CONTINUOUS STRAND 5PUN50ND. NON -WOVEN POLYESTER FA5RIC. W 5. LOWER SURFACE: POLYMER 51TUMEN COMPOUND. OFFICE COPY W M M r \ v N N . CA w � ^W F—I m O Oa� 1 U W Q N 1111111N'� O O Cq a N P7 ct H 0 O O N U � U � o INC Q w ItW �.., z > g w zCIL! " F^ 2 aZ+/II z � W M M r \ v N N . w � ^W F—I m O Oa� 1 U 1111111N'� O ct � U � o INC REMODEL ROOF PLAN & DETAILS THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF FASANEW CONSTRUCTION CO, INC. AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DOCUMENT IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION OR REUSE THEREOF IS EXPRESSLY LIMITED TO SUCH USE. z J w Z 0 O M O H V) La LL_ Of f= JV LL) 0 w 0 p w JOB NO. DRAWN: TL CHECKED: A G L SCALE: 3/$" = j' A-3 DRAWING NO. 1111111N'� JOB NO. DRAWN: TL CHECKED: A G L SCALE: 3/$" = j' A-3 DRAWING NO. E 00 Lv 3 O 1 Q / c- 0 3 c J / Ln 0 / 0 U O 0 / E 0 / co c 0 cn a� E U O 0 U Lei J ELECTRICAL NOTES : ELECTRICAL EI,XTURE SCHEDULE 1) THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE TYPE DESCRIPTION GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. F—I 2) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE $ ONE—WAY SWITCH LATEST EDITION OF THE NATIONAL ELECTRIC CODE & � •U 1 U ALL CODES, REGULATIONS & RESTRICTIONS HAVING $3 THREE—WAY SWITCH JURISDICTIONS. O O N 3) ALL WORK SHALL BE DONE BY A L CENSED ELECTRICAL $D DIMMER SWITCH CONTRACTOR IN A FIRST CLASS WO 4) CIRCUITS SHOWN ON PLAN ARE TO KMANLIKE MANNER. DETERMINE LOAD PENDANT/SURFACE MTND. LGT. DATA AND PANEL SIZES. THE CONT CIRCUITS AND REQUIRED ROUTING OF ACTOR SHALL PROVIDE CONDUITS TO SUIT' F O N U WALL LIGHT JOB CONDITIONS AND BALANCE LOA 5) FURNISH AND INSTALL FIXTURES AS S. CALLED FOR ON THE w ® RECESSED LIGHT PLANS OR AS SELECTED BY OWNER. 6) ALL ELECTRICAL SWITCHES SHALL BE 48 A.F.F. UNLESS =9i DUPLEX RECEPTACLE OTHERWISE NOTED. ALL WALL RECE ID 12" A.F.F. UNLESS OTHERWISE NOTED. TACLES SHALL BE GFI GROUND—FAU T INTERUPT RECEPT. ro ti WALL SCONCE 7) ELECTRICAL CONTRACTOR SHALL NOTIFY IN WRITING OF ANY CONFLICT AND/OR FASANELLI DESIGN DISCREPANCIES -F CEILING FAN FOUND WITH WORK AS SHOWN, SPECIFIED OR IMPLIED ON THESE PLANS, PRIOR TO PROC EDING WITH WORK. 8) CONTRACTOR SHALL VERIFY EXACT OCATIONS OF EH CABLE TV JA�K FIXTURES AND OUTLETS AT JOB SITE BEFORE ROUGH—IN. Q JUNCTION BOX (LGT—OR—FAN) so SMOKE DETE TOR (1 15V) FLOOD LGT'S (W/TIMER OPTIONAL) SECOND FLOOR - ELECTRICAL PLAN SCALE : 3/8"=V-0)) 0 OFFICE COPY W M M ' l v HT1 N N �.J F—I CoQ 1 c O _ � O � •U 1 U U ^W I--l� O O N Ou N • rl �y O F O N U cn w z >, ¢ u ro ti Z O g o V1 Oy > N W M M ' l v HT1 N N CoQ 1 c O _ � O � •U 1 U U O O • rl Oct z cn w ELECTRICAL REMODEL FLOOR PLAN THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF FASANEW CONSTRUCTION CO, INC. AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DOCUMENT IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION OR REUSE THEREOF IS EXPRESSLY LIMITED TO SUCH USE. z J Z o O M Cf) LL a ir L J 0 Ld� O W w 0 p m w Of 10 JOB NO. DRAWN: TL CHECKED: AGL SCALE: 3/$" = T A-4 DRAWING NO. 2 �2 CoQ 1 o O O 10 JOB NO. DRAWN: TL CHECKED: AGL SCALE: 3/$" = T A-4 DRAWING NO. DESIGN SPECIFICATIONS DESIGN CODE: 2017 1 LORIDA BUILDING CODE - RESIDENTIAL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL FLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM MATERIAL SPECIFICATIO HARDWARE AND ANCHORS: ROOF FL OR ROOF LOADING (cd=1.25) (cd=1.00) B). TOP CHORD LIVE LOAD 20 psf 40 p f TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 p f BOTTOM CHORD LIVE LOAD 10 psf 0 psf SIZE. BOTTOM CHORD DEAD LOAD 5 psf 5 psf CTS DEFLECTION CRITERIA: 10456.3 EPDXY: ITW RED HEAD A7 1450 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUM WIND LOADING: SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WIT A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 1--5/,8"0 ROD TO FTC. BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 32-16d TO TRUSS/BEAM OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FL OR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED 6-10d TO HEADER BY 0.75 WHEN COMBINED w/ DEAD LOAD. 4-10d TO JOIST HU410 BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - - 130 MPH IMPORTANCE FACTOR ------------------ ABU44 1.0 (3-8d) MEAN ROOF HEIGHT -- --- -- - - - - EXI TING ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - 3/1 SET BUILDING CATEGORY ----------------------- N/A II 11506.4 EXPOSURE CATEGORY -- - - - - --- - D 10-16d TO STUD/ EAM/POST ENCLOSURE CLASSIFICATION ------ -- ENCLOSED 805 INTERNAL PRESSURE COEFFICIENT --- -- ± 8 MATERIAL SPECIFICATIO HARDWARE AND ANCHORS: TRIBUTARY AREA (sf) ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE VITH EDGE STRIP (PS-): ASTM A 307 OR ASTM F 1554 GRADE 36. 'a' = 4'-6" WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A EX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. +35.6 -39.1 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR 11478.3 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (U.0.N.) MTS12 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PROD CTS (DUAL CARTRIDGE INSTALLATION ONLY): 10456.3 EPDXY: ITW RED HEAD A7 1450 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. 24-10dx1'/2" EA. END STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. MSTA24 WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. 1270 LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUM ER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi 13-10d EA. END SIMPSON CONNECTERS COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PS-): ZONE (PSF) 'a' = 4'-6" 10 +41.6 -45.4 +41.6 -56.0 50 +37.5 -41.0 +37.5 -47.3 100 +35.6 -39.1 +35.6 -43.5 • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE AB VE. • LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. [NOT ACTUAL PLAN] ta DENOTES EDGE STRIP. SEE C & C CHART ! ABOVE FOR 'a' DIMENSION SCOPE OF SERVICE MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CONNECTOR UPLIFT FASTENERS FL# CODE SYP SPF A35 450 450 12-8dx11/2" 10446.4 H2.5T 600 520 5-8d EA. END 11478.3 H8 620 530 5-10dx11/2" EA. E D 11470.3 MTS12 1000 860 7-10dx11/2" EA. E D 10456.3 HTS20 1450 1245 24-10dx1'/2" EA. END 1?872.3 MSTA24 1765 1270 9-10d EA. END 13872.4 MSTA36 2050 1870 13-10d EA. END 1872.8 H TT4 3480 3080 18-16d TO TRUS /BEAM 11496.2 1--5/,8"0 ROD TO FTC. HTTS 5250 4670 32-16d TO TRUSS/BEAM 11496.2 5 1- /8 � ROD TO F G. LUS2 3 930 780 6-10d TO HEADER 10655.113 4-10d TO JOIST HU410 905 785 14-16d TO HEADS 10531.36 6-16d TO JOIST ABU44 2200 (3-8d) 5/,"0 ROD w/ 12-16d 10849.6 ABU66 2300 JACK RAFTER TO HIP 5/,"0 ROD w/ 12-16d 10849.6 SET N/A N/A SIMPSON EPDXY-TIE 11506.4 LTT2 -)B 1675 1675 10-16d TO STUD/ EAM/POST 11496.3 1-'/2"0 ROD TO FTG. LST412 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 GENERAL NOTES 8 CONSTRUCTION SPECIFICATIONS FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7/j,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS © 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH, -MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d © 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL STUDS GENERAL NOTES: WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE MEMBERS CONN E ION BEAM FASTENER TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) EA - 3 -GUN NAILS DBL. TOP PLATE TO STUD FACE NAIL (2-16d) EXT - 3 -GUN NAILS RIM JOIST TO TOP PLATE TOE NAIL FT - (8d © 6") GUN NAIL © 6" CEILING JOIST TO TOP PLATE TOE AIL (3-8d) POUNDS 5 -GUN NAILS CEILING JOIST, OVER PARTITIONS FACE SAIL (3-16d) 4 -GUN NAILS CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS JACK RAFTER TO HIP TOE NAIL (3-10d) 4 -GUN NAILS ROOF RAFTER TO 2x- RIDGE BM. TOE AIL tAIL (2-16d) 3 -GUN NAILS CONT. HEADER, TWO PIECES FACE 16d© 16" O.C. @ EDGE CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS SOLE PLATE TO JOIST/BLOCKING FACE MAIL (16d ® 16") GUN NAIL © 8" NAIL SPECIFICATIONS 3"x0.131 "O = GUN NAILS 2"x0.113"0 = RINK SHANK 2"x0.113"0 = 6d 21/2 "x0.131 "O = 8d 3"x0.148"0 = 10d 31/2 "xO.162"O = 16d 1'/2 "x0.148"O = 10dx11/2 " 11/2 "x0.131 "O = 8dx1'/2 " PLAN LEGEND AND ABBREVIATIONS INTERIOR LOAD BEARING WALL GABLE X -BRACE --- DESIGNATES SHEARWALL. THE _ HIDDEN LINE DESIGNATES SIDE OF SW WALL THE SHEARWALL SHEATHING NAILING: TO BE APPLIED. 8d @ 3/6 8d©3" 6'> DESIGNATES 8d COMMONS © 3" O.C. EDGE & 6" O.C. "IN THE FIELD" ADJ - ADJACENT BM - BEAM BOT - BOTTOM BRG - BEARING CMU - CONCRETE MASONRY UNIT DBL - DOUBLE DIA - DIAMETER EA - EACH EE - EACH END EOR - ENGINEER OF RECORD EQ - EQUAL EXT - EXTERIOR FBC - FLORIDA BUILDING CODE FDN - FOUNDATION FT - FOOT FTG - FOOTING HDR - HEADER HORIZ - HORIZONTAL LBS - POUNDS ® BUILT-UP POST IN THE WALL (2)2x8-1/2 QUAD TR 1SIZE, JACK AND KING STUD LG - Long MANUF - Manufacture MONO - Monolithic OC - On Center OSB - Oriented Strand Board PERP - Perpendicular PRE ENG - Pre Engineered PSF - Pounds per Square Foot PSI - Pounds per Square Inch PT - PRESSURE TREATED QT - Quick Tie REINF - Reinforce SF - Square Foot SPF -Spruce Pine Fur SYP - Southern Yellow Pine THRU - Through TYP - Typical UON - Unless Otherwise Noted VERT - Vertical WWF - Welded Wire Fabric IN 4 Lou Pontigo and Associates, Inc. 420 Osceola Avenue fax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 "ppN71G0 Lu .onn�. FLOR�•��C� Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THE5E DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.0 R. PLAN NAME HINDER RES. DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE OFFICE COPY oSCAL$ SCALE TM AS NOTED LPA No. REVIEWED FOR CODE COMPLIANCE FASA-18-00721 CITY OF ATLANTIC BEACH CONTROLLo. NNo. SEE PERMITS FOR ADDITIONAL SH ELI REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE:- S0.0 SHEET 1 OF /� TRUSS / ROOF RAFTEF 1. STRAP TRUSSES AN WITH 2-12d TOENAI STRAP UNLESS 0TH C(2)2x6-1/1 (2)2x6-1 /1 2x6 SPF#2 @ 16" O.C. RAKED BALLOON FRAMED WALL SECOND LEVEL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" ROOF FRAMING PLAN SCALE: 1/4" = I'-0" SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3Z6_4 SHEARWALL SHEATHING TO BE APPLIED. 8d ®a8 DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. BEAM OR TRUSS, SEE PLAN NEW LOAD BEARING EXTERIOR WALL ® I INFILL WALL PER 2/S2.0 I STUD NOTES 1.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 2.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES, 3.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. OFFICE COPY EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ``",k,N0,,, �� OF w FL�'�� L u i s'"'A'"""P" d'n t i g o, P E FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES Z O J U J � tea= �zQ o dm U � F z LJI,J CD Q � Q Q L.L 2ND LEVEL WALL ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O R PLAN NAME HINDER RES. DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 06.11.18 SCALE AS NOTED LPA No. FASA-18-00721 CONTROL No. SHEET S1.0 SHEET 2 OF 4 7-3 N O 00 w rn N ROOF SHEATHING, SEE SPECIFICATIONS I I I L SIMPSON H2.5T UNLESS OTHERWISE - NOTED BLOCKING AT ALL SHEATHING JOINTS: 2x4 FLAT WISE. FASTEN EACH END WITH 2-10d TOENAILS. 16d COMMONS © 16" O.C. FLOOR SHEATHING, SEE SPECIFICATIONS r-- ' I SEE4/S2.14/S2.1 EXISTING WALL FRAMING EXISTING FOUNDATION, UNLESS OTHERWISE NOTED SEE 5/S2.0 I I 'I I I I I I --J SYP#2 DBL. TOP PLATE I I I I I I I J WALL SHEATHING, SEE SPECS TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) © 2x4, (3) © 2x6, (4) © 2x8. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) © 2x4, (4) © 2x6, (5) © 2x8. PT. SPF#2 SOLE PLATE FLOOR SHEATHING, SEE SPECS EXISTING FLOOR JOIST YPICAL WALL FRAMING NOTES: EXISTING WALL • USE SPF#2 OR BETTER FOR SHEATHING ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5. USE SYP#2 FOR ALL TOP FADERS i. ALL WALLS SHALL BE ALLOON FRAMED FULL EIGHT TO ROOF OR FLOOR FARING ELEVATION, U.O.N. ON LAN. .) FASTEN BOTTOM PLATE OF I TERIOR LOAD BEARING WALLS TO CONCRETE SLAB /16d MASONRY CUT NAILS 6" O.C. MINIMUM. SEE IOUNDATION PLAN ADDITIONAL NCHORS AT SHEARWALLS 1 TYP. WALL SECTIONS S2.0 NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS r (4) ROWS 12d AT 12" O.C. ~EA. SIDE. ~ (3) ROWS 12d1 AT 12" O.C. L 2 PLY 3 PLY EA. SIDE. BEAM. BEAM. 2 & 3 PLY BEAMS 2x4 ° ° N ° 2x4 MEMBERS: ° (1) ROW OF 10d ° NAILS © 4" O.C. 2x6 MEMBERS: (2) ROW OF 1 O NAILS @ 4" O.C. STAGGERED (3)ROWS F 5" TRUSSLOK ENGINEERED WOOD FASTENER © 24"o.c AS SHOW 14" LVL AND GREATER '6 BUILT-UP MEMBER FASTENIN S2.0 SYP#2 DBL. TOP PLATE RAISED HEADER A C H E D TRANSOM 0TION S E RIGHT WINDOW SILL SEE SCHE)ULE 3/SO.1 FOR SILL SIZE AND CONNECTION EACH END BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION '-0" MIN. SPLICE LEN( / (16) 0.131x3" NAILS EVENLY SPACED SYP#2 HEADER, PER PLAN _ WALL_ FRAMING AT RAISED DEADER CONDITION TYPICAL WALL FRAMING BOUNDARY OF SHEATHING EXAMPLE OF PANE EDGE w/ BLOCKIN WHERE REQUIRED E GENERAL NOTE NAIL SPACING A - SUPPORTED EDGES GENERAL NOTE`. EXAMPLE OF UNSUPPOR (UNBLOCKED) PANEL E (TYPIC NAILING TO INTERMEDI SUPPORT IS 6" O.C. M (UI LOCATE FULL HEIGHT ANCHOR ON SIDE OF CORNER WHERE TOP PLATE OVEI FULL HEIGHT ANCHOR, SEE PLAN FOR SIZE AND LOCATION DATE r1 C`IIrATl ii�in TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ 0.131x3 @ 8" O.C. STAGGERED. DROPPED HEADER SYP#2 HEADER, PER PLANS WINDOW SILL SEE SCHEDULE 3/SO.1 FOR SILL SIZE AND CONNECTION EACH END WALL FRAMING AT DROPPED HEADER CONDITION SHE SCA THING NAILING DETAIL 3/4" = V-0" 2x4 BLOCKING ©24" O.C. FASTEN EACH END w/3 -10d TOENAILS STUD BELOW LOWER TOP PLATE AT BREAK OVER LAP DOUBLE TOP PLATES ORTHOGONAL VIEW OF CORNER Q O 0 1X_4 -10d COMMONS WALL INTERSECTION CONDITIONS CORNER' DROPPED HEAD WALL INTERSECTION CONDITIONS OPENING CONDITIONS PLATES FASTENER EACH END NOTES: (1)2x4 SPF #2 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. — DENOTE 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN NAILS FRAMED V�LL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131%3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND KING STUDS, SEE PLAN AT FOUNDATION AS NEEDED SOLEPLATE ANCHOR: '/2"0 x 6" LG (MIN 3�" EMBED.) THREADED ROD ANCHOR DRILLED & EPDXY w/2"O x J" PLATE WASHER, SEE SCHEDULE BELOW CEILING JOISTS F w/ (5) 1 O WIRE NAILS EA. END INTO RAFTERS. (TYPICAL) WINDOW SILL SCHEDULE ROUGH DROPPED HEAD MINIMUM END OPENING OR SILL PLATES FASTENER EACH END 5 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 6'-4" (2)2x4 (1)2x6 OR SPF#2 (5)12d TOE NAILS 8,-4„ (3)2x4 (3)2x6 OR SPF#2 (1)A34 + (4)12d TOE NAILS 5 12'-0" (3)2x6 SYP �(1)A3�5+(4)12dTOE NAILS SYP#2 HEADER, PER PLAN OPENING F - FASTENER SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. HEAD OR SILL PLATES SEE KING & JACK SCHEDULE STUDS SEE PLAN ROUGH OPN'G, SEE ARCH. (6)12d TOE NAILS TOP & BOT. A 2x_ SPF T&B w/ KING & 12d Co? 8" O.C. JACKS :I:: (TYP) POR PLAN = SHEATHING A w v CONT. AT SIMPSON LTP4 ON 4 Cn Q —7TO GIRT VERT INSIDE FACE, IF NO JOINT. JACK STUD x SPF RIPPED FIT ARCH. BOX BEAM BETWEEN WINDOWS DEPTH REQ'D. IN TWO STORY FRAMING SECTION A -A 3 WINDOW HEAD AND SILL FRAMING CONVENTIONAL ROOF DETAIL SCALE: 3/4" TOR AND AILS EACH R. (2)12d TOE NAILS E.E. (MIN) OFFICE COPY Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Ilii' I�, `''�,,, ON I. CD -5 _ _j: �4O • w Lo, ..F 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. SECTION 8 DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R FJMD/ N NAME -) ER RES. AWN/CHECKED MJK /I LAP DATE 06.11.18 SCALE AS NOTED LPA No. FASA-18-00721 CONTROL No. SHEET 52.0 SHEET 3 OF 4 ROOF SHEATHING OVERFRAME RAFTERS, SEE PLAN. 1 PONYWALL OVER TRUSS S2.1 SCALE: 3/4" = 1'-0" TOP PLATE TO STUD H2.5T @ 32" ON—CENTER 2ND STORY TOP PLATE ELEV. TUD TO LOWER FRAMING: MSTA48 OR CS16 STRAP 48" ON—CENTER (2)MSTA48 OR CS16 STRAP EACH END OF WALL SEGMENT 2ND FLOOR ELEV. 1 ST FLOOR TOP PLATE ELEV. EXISTING ANCHOR H2.5T AT EACH RAFTER FULL DEPTH BLOCKING BETWEEN RAFTERS FASTEN EA. END w/ (3)10d TOENAILS EW WALL SHEATHING ER SPECS x4 PONYWALL. FASTEN TUDS DIRECTLY TO TOP LATE w/ (4)10d TOENAILS. FULL DEPTH BLOCKING FASTEN EA. END w/ (3)10d TOENAILS ALIGN AND FASTEN PONY WALL STUDS TO STUDS BELOW AND FASTEN w/ LSTA18 © 32" O.C. T GABLE SIDE OF HEADER (2)MSrA48 OR CS16 STRAPS 4 CONVENTIONAL STRAPPING OVER HEADER S2.1J SCALE: 3/4" = 1'-0" ROOF SHEATHING, FASTEN w/ 0.113x2" RING SHANK NAILS @ 6' O.C. EDGE & 6" O.C. FIELD 2x12 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW w/ 4-3/6"x4" LAG SCREWS NAILS ATE EACH RAFTER OVERFRAME RAFTERS, SEE PLAN. SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER AND LEDGER TO RO�F MEMBER. ROOF FRAMING UPLIFT CONNECTOR H2.5T TOP & BOT. OF CRIPPLE STUD © 32" O.C. SIDE OF HEADER 2x6 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW w/ 2-3/6"x4" LAG SCREWS NAILS AT EACH RAFTER 8d COMMON NAILS AT 3" O.C.(TYP) ROOF SHEATHING EXISTING ROOF MEMBER. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. VERFRAME RAFTERS w/ TWO LEDGERS ROOF RAFTER, NAIL OUTLOOKER TO SEE PLAN RAFTER w/(4)12d NAILS BLOCKING BETWEEN RAFTERS ROOF SHEATHING PER SPECS 2x4 FASCIA 2x4 OUTLOOKER 24" O.C. ATTACH TO TOP PLATE w/H2.5T BALLOON L 24" MAX OVERHANG FRAEDWALL. WALL SHEATHING OUTLOOKER AT BALLOON FRAMED WALL SCALE: 3/4" = 1'-0" I OFFICE COPY Lou PontiSo and Associates. Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Gc`NS E•� �` •• F LOQ.• pR�FESSoN �yrl7rrrunuu„�„DRi .. Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 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 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. Z O J U J LL tea= ZQ z 0, m U �J F lj Z �p Q J < � Q Q LL SECTION a DETAILS 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 HINDER RES. DESIGN/DRAWN/CHECKED JMD / MJK /LAP DATE 06.11.18 SCALE AS NOTED LPA No. FASA-18-00721 CONTROL No. SHEET S2.1 SHEET 4 OF 4 N a 00 W 41 Q, NJ E4