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HomeMy WebLinkAboutCONSTRUCTION PLANEXISTING CONCRETE DRIVEWAY 1 -1 N PLAN SCALE: 1/8" = 1'-0" NOTICE TO HOMEOWNER/CONTRACTOR: • V/ r7 Lj W Ln 0. W U M-1 M N o p W on z E3� 0 w p V) • z m c w ^ W00 m C71 ~ n v�i P. N E1 V ® U o 0 = W o r•-1 cf) 3 E4 Z w o O H ro m m OZ \ F-i F-- Y w N Q W G aa W Ix W O fL 0 6 z Z U MIN, EABACK REQ. `y 0. W FRONT._ a 0_ Q 0 U ri SILK E�_._. ��!-�✓-�' a CNR SIi:DE_5_.__.______ o REAR_.,f_�._._.___.--.-- - m ZN%. U TECH 0 44i� F m Z O F a I Z = 0 U a W o V/ ) L1 a i z w V) z a 2u U 0 x 3 4 r W Z Ld W D Z a 0 w U 0 O a w of m N/� J 00 S Q a 4 ♦ I 00 Z LV a) o o co 04 M m UL o Z (L W CO) 0 Z 0- o a �a_jM W W o0 a z H WULLLa � J a po � cn CyQ �®Lau:® iM L L C7-M=w W F" 0 "Nm Lu U ® N a Z H W F- ` n- 0 W W 0 0 Z a� ==WzW W �C z Cif i v J�00�U ❑� Lcn m w Z O Lo Z � °- U a W W cn CL a Q U �CNI W a N F O W J Z O Timothy C. Baud Z z 514 S.W. PSL. Blvd. Port St. Lucie, Fl. 3 2 P.E. No. 6317 w w w 0 z W z 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES, CONDUITS, CABLES, - FOUNDATIONS AND STRUCTURES, SHOWN ON THESE WOOD DECK CONSTRUCTION PLANS ARE APPROXIMATE ONLY, BASED ON VISUAL SITE INSPECTION. EXISTING UNDERGROUNDZA w FOUNDATIONS AND UTILITIES HAVE NOT BEEN LOCATED. NDlORCONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY o Date: 2. THE HOMEOWNER A MEASURES TO LOCATE AND PROTECT ALL EXISTING UTILITIES, AND SITE IMPROVEMENTS, SHOWN, AND ANY OTHER UTILITIES AND IMPROVEMENTS NOT SHOWN ON THESE PLANS, WITHIN THE CONSTRUCTION ZONE OF THE PROPOSED WOOD FRAMED DECK AND STAIR CASE. 3. TH E HOMEOWNER ANWOR CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE EXISTING UNDERGROUND, AND OVERHEAD, UTILITY PIPES, CONDUITS, CABLES, FOUNDATIONS, AND STRUCTURES SHOWN OR NOT SHOWN ON THIS WOOD DECK CONSTRUCTION PLAN. o = SCALE: AS NOTED o JOB NO.: 1521.1217 z Lu A�l SHEET 1 OF 4 EXISTING MOBILE HOME 23'-1Jh" (8) 2 6 FLOOR JOIST ® 16" O.C. (6'-6 1/2" LONG MAX.) w/ (3) 16d TOE NAILS AT EACH HEADER BOARD (OR USE #12x 15 1/2" DECK SCREWS) NO JOIST HANG IRS NEEDED 4x4 P DST SET IN 12"0 CONCRETE POST - HOLE OOTING (9 TYPICAL) UTILITY ROOM .r Z O EnW I X N W 00 co I N 2x6 H ADER BOARD (TYP. FRONT & BACK) FASTEN TO EACH 4"x4" P.T. POST w/ (2 1/2"0 x 6" HEX HEAD MACHINE THRU 30LTS WITH WASHERS 2x6 R M BOARD NAILED TO EACH POST WITH 3) 16d SINKERS OR USE #12x 3 1/2" DECK SCREWS (TYPICAL ON 2 SIDES) 2x12 TRINGER BOARD (3 TYPICAL) — NAILED TO EACH POST w/ (3) 16d SINKERS OR USE #12x 3 1/2" DECK SCREWS (SEE STRINGER CUT DETAIL) _ I TOP OF RA I Z J I ITOP 1 _OF DECK E L---------------- EXISTING GROUND LIN 11'-7" EXISTING MOBILE HOME 2'-0" 11'-6XII EXISTING MOBILE HOME 6'-ZY2» EXISTING 60610 S.G.D. 1 ila�'I f III 2'-9Y4" 3'-0" 2'-9Y4" STAIR FRAMING WIDTH 8'- 6"T Jr" 44 POST SPACING . CLEAR 3'-4" EXISTING METER CABINET w/ MAIN DISCONNECT PANEL ON STEEL RACK w/ BELOW GROUND ELECTRICAL SERVICE AND FEEDER CONDUCTORS IN PVC CONDUIT 30" WIDE (MIN.) x 36" DEEP (MIN.) SPACE PRESERVED IN FRONT OF ELECT. PANEL PER to N.E.C. 110.26 _ �rj/ d J W � p 4z V ` w °I R U o I— 0�0 co L.3a" d H —..�� s ': d V, W EXISTING f 4" DIA TREE TO BE REMOVED \ ��w 7 EXISTING ELECTORAL 41 QQ. METER RACK EXISTING WOOD POWER POLE WITH TRANSFORMER AND EXISTING UTILITY BOX ELECTORAL SERVICE FEEDER DECK FRAMING PLAN SCALE: 3/8" = 1'-0" EXISTING ----_, MOBILE HOME I I I;; r_________________.I r_____-_--________I 1j ; INSTALL GRASPABLE HANDRAIL — ON ONE -SIDE OF STAIRS ONLY (SEE HANDRAIL MOUNTING DETAIL) (D e� N EXISTING FIN. FLR_ LINE - RIDS ------------- -- ------------ ------------------------- Q r. CID 17 EXISTING 6QQ10 S.G.D. 11 1 I I I I I I I I I I I t I I I I I I I I I I I I I I I _____________J L ------------J-_. 1 1 I r-JTI Ii r 1 ! '.I'.I I ! IA 1 I I I I I : I I i t I11 i 1 1:11 I D L'J' I I Li ' I I _L 44 POST SPACING DIM. EXISTING FIELD MEASURED DIMENSION LINE I_ DIM. NEW WOOD DECK FRAMING/CONSTRUCTION DIMENSION LINE 2268 EXISTING DOOR MARK (2'-8"W x 6'-8"H OPENING) NOMINAL S.G.D. SLIDING GLASS DOOR U.N.G. UNLESS NOTED OTHERWISE PFH PHILLIPS FLAT HEAD =�Q�. EXISTING WOOD POWER POLE 2x6 TOP RAIL/CAP 2x4 OUTER TOP & BOTTOM RAILS 2"x2" BALUSTERS (1 1 /4" x 1 1 /4" ACTUAL) SET 0 5 1 /4" O.C. EXISTING METER CABINET w/ MAIN O DISCONNECT PANEL ON STEEL RACK w/ BELOW GROUND ELECTRICAL SERVICE AND FEEDER CONDUCTORS I - - IN PVC CONDUIT R I 00 -H lull 1 11 I —I - � II n 0 � I ri p i i tV m W " MIN, LAYER OF CONCRETE BELOW POST (TYPICAL) \-4"x 4"x 8FT. LONG (SYP #2, P.T.) POST SET IN 12�� 0 (MIN.) CONCRETE POST HOLE FOOTING USE: 2 1/2 - 80 LB BAGS PER POST HOLE "READY -TO -USE" PRE -MIX CONCRETE (SEE SHT No. 4, FOR SPECIFICATIONS) DECK ELEVATION VIEW SOUTH ODE SCALE: 3/8" = 1'-0" 2x6 TOP RAIL/CAP 2x4 OUTER TOP & BOTTOM RAILS 2"x2" BALUSTERS (1 1 /4" x 1 1 /4" ACTUAL) SET 0 5 1 /4" O.C. TOP OF RAIL Z J O 00 I xw n /=) x V TOP OF DECK BOARDS 4x4 I'UtsI t&AI:INIa FINISHED DECK PLAN SCALE: 3/8" = 1'-0" EXISTING Il dr _--_—______ ____il �� ; MOBILE HOME II _ II I 1 EXISTING 2b68 EXT. l RVA I, 11 II ,I I I I I I, II II +,II I I II II II II II II II II II I �¢ (� .r II G I I I I 1 F?A ------------------------------ ---------------------------------------- EXISTING GROUND LINE 0 v \4" MIN. LAYER OF CONCRETE BELOW POST 6'-6Y4" (TYPICAL) 4x4 POST SPACING 4"x 4% 8 FT. LONG (SYP #2, P.T.) POST SET IN 12"0 CONCRETE POST HOLE FOOTING USE: 2 1/2 - 80 LB BAGS PER POST HOLE "READY -TO -USE" PRE -MIX CONCRETE (SEE SHT. No. 4, FOR SPECIFICATIONS) DECK ELEVATION VIEW EAST SIDE SCALE: 3/8" = 1'-0" w a A 0 m U 0 a 0 0 0 F_ 4 Z Q z W z _ F_ U a w rn elf 0 U 0 W m Z J Q O a 00 = a) CD Cfl M m w T. C)C4 Z Q r M O = O H- W 04 ❑ (� O O ~ o JCL 'Z w wJ 0 V LL ❑ a U) W Q C�?C=w U J w wzW WF- W a - _j N m U_ =�rzw U LU Z G. Q Ln00�U ® W ® F_ in 0 a w w 0 U °- Ln 0 a U W a OO J Z O O W a Z _ 0 e W ° (!j fT7 M W '0 U M Vf zLd O L.L 00 C1, y r C C CL ° z U Nt m M Q W_ DO U C7) E4 U U ® o x CA CL H cn Ln r 04 U r r d W � G W z Z Y W LJa. IL ®3Q 0 U )ri W Z 0 z 0 U W 411111111111 Y I 411111111111 i�j Ld 0 0 z z 04 a) W W J LL Ja W p J L ® E CD a- CD c ® m LL ~ 25 C1 O z ♦� L 0 V C/)Z U Z ❑ a� O m _ ® AJ L to z_ = CL O O O i z 0 Timothy C. Bou 514 S.W. PSL. Blv Port St. Lucie, F1- 4 3 P.E. No. 631 9 Date: SCALE: AS NOTED JOB NO.: 1521.1217 A�2 SHEET 2 OF 4 2x6 (SYP #2, .T.) TOP RAIL/CAP- 2x4 (SYP. #2 .T.) OUTER TOP & BOTTOM RAILS 2x2 (SYP #1, (1Y4"x 14" ACTUAL) .T.) BALUSTERS SET ® 5 1/4" O.C. TOP OF RAIL -- -- -- -- GRASPABLE TYPE I HANDRAIL (OR CODE DES RIBED EQUAL) = SEE HANDRAIL MOUNTING DETAIL W (ONLY ONE REQUIRED- MAY BE = MOUNTED ON EITHER SIDE OF STAIR) O I J i' D � a TOP OF DECK BOARDS i x Q a--- 00 � M w C? _ X J Q Z Q r� 00 ¢_ "' 0 0 1 i� oe In �-f i ..d 2"x12" (SYP #1, P.T.) STRINGER BOARD I (3 TYPICAL) FASTEN TO EACH 4x4 POST i� P. WITH (2) 1/2"0 X 4" LONG HEX HEAD WOOD r LAG SCREWS (WITH WASHERS) OR EQUAL r L_j D (SEE STRINGER PROFILE DIM. DETAIL) I� I I I 0 r----------_-_-------------------------------i ------------------------- II 11 II II II I I II II I I I I EXISTING 2868 EXT. DR. I II II I I I I II II I 1 I I I I it l I II II 1 I I II II I I I I II II I I I I II 11 I I II II I I " II II I I I I II II I I I I II II I I I I II II I I II II I I I I it it I I I II II I I I I II II I I I II II I I I i it II 1 I I I II II ,ram I 1 I I II jl I I I I II II I I II II II II I I II II II I I II II II EXISTING MOBILE HOME I 2x6 (SYP #2, P.T.) DECK BOARDS FASTENED TO EACH FLOOR JOIST w/ (2) 12d RING -SHANK GUN NAILS (OR #10 x 3" PAN HEAD DECK SCREWS) 7I 2x6 (SYP #2, P.T.) FLOOR JOIST 0 16" O.C. (MAX.) I I I 1 ca I I c I I r` EXISTING FIN. FLR. LINE I I I I I 1 —PLACEMENT OF BOTTOM RAIL MUST RESIST PASSAGE OF 6" DIA. SPHERE r A ID I r r IQ I r Q A pi D. J, r ! I ► II r .© L_J .D 4"x4" x 5'-8"(+/-) LONG P.T. POST N 4"x4" x 8'-0" LONG P.T. POST (MITER TOP) SET IN 12"4 CONCRETE SET IN 12" 0 CONCRETE FILLED POST FILLED POST HOLE FOOTING (2 TYPICAL) HOLE FOOTING (5 TYPICAL) 3'-4" 6'-6Y4" DECK and STAIR FRAMING SECTION SCALE: 3/4" = 1'-0" 1. STAIR STRINGER RISER DIMENSION (7 3/8" HIGH) IS BASED ON TOP OF FINISHED DECK BOARD LEVEL SET 6 INCHES BELOW EXISTING MOBILE HOME FINISHED FLOOR LINE. STAIR STRINGER RISER HEIGHT MUST BE ADJUSTED TO MEET CHANGE IN FINISHED DECK BOARD HEIGHT. 1 1/2" MIN CLEARANCE TOP OF HANDRAIL _ 0 2 1/4" x 1 1/4" SOLID PINT _ U) HANDRAIL, OR CODE PRESCI M 00 w EQUAL (SEE DETAIL NOTE) W BRACKET FLANGE WITH (1) �`- (PFH) WOOD SCREW (SUPPL Z z� BRACKET) =m (3) #10 x 1 1/2" (PFH) WC •.- SCREWS (SUPPLIED WITH BR 4"x4" (SYP #2, P.T. POST TOP OF GUARDRAIL CAP HANDRAIL MOUNTING DETAIL (3 SCALE: 3" = 1'- 0" A-3 HANDRAIL NOTES: 1. A GRASPABLE HANDRAIL IS REQUIRED ON ONE SIDE OF THE DECK STAIRS. THE HANDRAIL MUST BE CONTINUOUS FROM END OF BOTTOM STAIR TREAD TO TOP OF DECK BOARD. THE HANDRAIL MAY BE PLACED ON EITHER SIDE OF THE DECK STAIR OPENING. 2. HANDRAIL MAY CONSIST OF ANY TYPE OF GRASPABLE HANDRAIL PRESCRIBED BY FBC-R BUILDING CODE, SECTION R311.7. SEE SHT. No. 4 FOR CODE REQUIREMENTS. 3. HANDRAIL SHOWN IS A TYPE I GRASPABLE HANDRAIL CONSISTING OF PRESSURE TREATED SOLID PIPE. THE HANDRAIL MUST BE MADE OF PRESSURE TREATED LUMBER, METAL, ALUMINUM, OR OTHER DURABLE MATERIAL, SUITABLE FOR OUTDOOR APPLICATION. 4. HANDRAIL BRACKET SHOULD BE A MANUFACTURED PRODUCT CONSISTING OF STEEL, BRASS OR ALUMINUM, THAT IS CORROSION RESISTANT, OR PROTECTED WITH CORROSION PROTECTIVE COATING. 5. HANDRAIL BRACKET SHOULD BE CLASSIFIED AS "HEAVY DUTY" AND RECOGNIZED FOR OUTDOOR APPLICATION. BRACKET MUST BE RATED FOR 250 LBS. CAPACITY WITH MAXIMUM SPACING OF 48 INCHES. HANDRAIL BRACKET HARDWARE AND FASTENING SCREWS MUST BE SUPPLIED BY A SINGLE MANUFACTURER, AND BRACKET PRODUCT SHOULD BE MANUFACTURED TO MEET ANSI/BHMA A156, GRADE 2 STANDARDS. Pit m 2x6 (SYP #2, P.T.) HEADER BOARD (CONTINUOUS) FASTEN TO EACH 4"x4" P.T. POST w/ (2) 1 /2" 0 x 6" HEX HEAD MACHINE I THRU BOLTS WITH WASHERS (TYPICAL FRONT & BACK) EXISTING GROUND LINE III II��IIII III 4"x4" x 5'-0"(+/-) LONG (SYP #2,P.T.) POST (TOP 0 TOP OF FLOOR JOIST) SET IN 1211O CONCRETE FILLED POST HOLE FOOTING (2 TYPICAL) 2x6 (SYP #2, P.T) RIM BOARD FACE NAILED TO EACH FLOOR JOIST w/ (2) 16d AND TOE NAILED TO EACH POST (OR USE #12x 3 1/2" DECK SCREWS) TOP OF DECK BOARDS I _ 10)z _ I (2) 2x6 (SYP #2, P.T.) DECK BOARDS SET w/ 1/4" SPACE (CUT 3'-2" LONG, 8 TYPICAL) II ADJUST/ADD PRECAST PAVER --/ (OR EQUAL) TO MAINTAIN 7 3/8" RISER HEIGHT AT FIRST STEP (MAY VARY FROM 7 3/4" MAX. TO 7" MIN.) 2x6 (SYP #2, P.T.) TOP RAIL/CAP FASTEN TO POST AND 2x4 TOP RAIL WITH #10 x 3" PAN HEAD DECK SCREWS (3) FASTENS AT EACH POST AND 0 24" O.C. (MAX.) ALONG TOP RAIL (MITER ALL JOINTS & POWER SAND TOP EDGES ROUND) INSTALL BALUSTERS TO INSURE SPACE BETWEEN ALL BALUSTERS AND POSTS RESIST PASSAGE OF 4" DIA. SPHERE (TYPICAL) (RECOMMEND) MAX. SPACE TO RESIST PASSAGE OF 2" DIA. SPHERE 2x6 (SYP #2, P.T.) DECK FLOOR BOARDS - (FASTENED TO EACH FLOOR JOIST w/ (2) 12d RING -SHANK GUN NAILS (OR #10 x 3" PAN HEAD DECK SCREWS) EXISTING FIN. FLR_ LINE_ _ X Q 2x6 (SYP #2, P.T.) FLOOR JOISTS SPACED 0 16" O.C. (MAX.) & AS SHOWN ON FRAMING PLAN - TOE NAILED TO HEADER BOARD w/ (3) 16d TOE -NAIL TYPICAL (OR EQUAL) 2x6 (SYP #2, P.T.) HEADER BOARD (CONTINUOUS) FASTEN TO EACH 4x4 P.T. POST w/ (2) 1 /2"0 x 6" HEX HEAD MACHINE THRU BOLTS WITH WASHERS I I I I I to I I I I TREAD -y4 NOSING 6" STRINGER BOARD HORIZ. LENGTH STAIR STRINGER PROFILE DIMENSIONS SCALE: 1 1/2" = 1'-0" •I 1:1 1:1 i• TOP OF RAIL - - w 0: 4 0 m U x O 0 2x6 (SYP #2, P.T.) DECK FLOOR BOARDS (FASTENED TO EACH FLOOR JOIST w/ (2) 12d RING -SHANK GUN NAILS (OR #10 x 3" PAN a HEAD DECK SCREWS) 0 x 2x6 (SYP #2, P.) FLOOR JOIST @ 16" O.C. (MAX.) w/ (3) 16d TOE NAILS AT EACH HEADER BOARD (OR USE #12x 3 1/2" DECK SCREWS) a NO JOIST HANGERS NEEDED v) Z 0 0 a 0 z W 0 0 �Ln 'Z 0 Ix Ld 0 2x6 (SYP #2, P.T) CONTINUOUS HEADER BOARD m Lj a ADD 2x6 (SYP #2, P.T.) BLOCKING/CROSS BOARD o BETWEEN 4x4 POSTS TO RECEIVE STAIR STRINGER m (FASTEN TO 4x4 POST w/ 1 /4"0 x 6" LAG SCREWS THRU POST 0 EACH END OF BLOCKING BOARD AND 8d FACE NAILS ALONG HEADER F BOARD ® 10" O.C.) OR EQUAL z 0 2 of 0 202 (SYP #1, P.T.) STRINGER BOARD a (3 TYPICAL) z a W PROVIDE 2x4 (SYP #2, P.T) CROSS BRACE AT U BOTTOM OF STAIR STRINGERS (CUT 2x4 NOTCH CAD CENTER STRINGER) 3 Q r z 0 0 0 0 W U 0 0 a W m 0 z J J 2 Q N LIJ o a 00 = C) o N W m z 06 M a Q ® I ' N ~ W O a �0. z W W _j a t)=U�® �I L`71 W 2 Y4" 2x4 (SYP #2, P.T.) TOP OUTSIDE RAIL (CONTINUOUS) ATTACH TO EACH POST WITH (2) #14 X 3 1/2 LONG FD W Cl p! = U Li.l J o Uj q -- - LIP (MIN.) PAN HEAD LAG SCREWS (OR EQUAL) w z W �C H- W W W W � a ' 2 W N r © LL O 2x2 (SYP #1, P.T.) BALUSTERS (1 1/4" x 1 1/4" ACTUAL) X 32 = Z W z W x � 1/4" LONG) WITH ONE 45' MITERED END SPACED CAD 5 1/4" O.C. CL � � w AND ATTACHED TO TOP AND BOTTOM RAIL WITH (3) #8 X 2 1/2" J 00 2 Z z LONG PAN HEAD WOOD SCREWS (OR EQUAL) - (2) SCREWS ® m r OLL — z J TOP AND (1) SCREW ®BOTTOM (PRE -DRILL HOLES TO AVOID M CL < WOOD SPLITTING) 0 z I L LJ W � a 2x4 (SYP #2, P.T.) BOTTOM OUTSIDE RAIL (CONTINUOUS) ATTACH TO EACH POST WITH (2) #14 X 3 1/2" LONG V) (MIN.) PAN HEAD LAG SCREWS (OR EQUAL)Uj 0 - J Z TOP OF DECK BOARDSUj W z z 0 W 0 ca 0 2x6 (SYP #2, P.T) RIM BOARD NAILED TO EACH POST WITH (3) 16d SINKERS OR USE #12x 3 1/2" DECK SCREWS U_ Z END NAIL TO EACH FLOOR JOIST WITH (2) 16d SINKERS OR = USE #12x 3 1/2" DECK SCREWS z .`2 UF W cn 44 (SYP #2, P.T.) POST (SEE FRAMING PLAN FOR z LOCATION, POST EMBEDMENT AND POST LENGTH) 0 TYPICAL GUARDRAIL /RAILING ASSEMBLY DETAIL ( 2 SCALE: 1 1/2" = 1'-0" A- 0 g In Z 0 U Z 0 0 F W • W LO U d- ~ M N I�"a z Q W 00 LLS cra 0 T o- • z U W ¢ ,� m o W I-i 00 U � J U 17 W 0o 2 3 vi V) Ln N ~ C j Y Q 8 ;'r-1 r CAW 9 W M 3 U _ d 93 0 U c Z O z o V W ajo O Z Cm 00 0) N R W W o Q F 1 �y a ~W J L ai 'E v �aaa W z J ® 0 Ca U In ® O ., N N m 0 i 0 V z 0mca Zia Zoo w 0 O N M Timothy C. Boud 514 S.W. PSL. Blvd. Port St. Lucie, Fl. 34 P.E_ No. 6317 4 r Date: 12Z SCALE: AS NOTED JOB NO.: 1521.1217 A 3 SHEET 3 OF 4 LJ U Ca.paq C14 C) DESIGN PARAMETERS11 AND GENERAL NOTES CONSTRUCTION MATERIAL NOTES Lj cm OD GENERAL DESIGN NOTE-S CONCRETE WORK: 7 1. THE DESIGN OF THE EXTERIOR WOOD FRAMED DECK AND STAIR CASE, AS SHOWN, HAS BEEN PERFORMED IN ACCORDANCE 1. ALL CONCRETE WORK ASSOCIATED WITH CONSTRUCTION OF THE POST HOLE FOOTINGS SHOULD COMPLY WITH THE REQUIREMENTS NTH THE FLORIDA RESIDENTIAL BUILDING CODE-2020, SECTION R311 & R312, AND APPLICABLE PROVISIONS OF THE FLORIDA AS HEREIN SPECIFIED. BUILDING CODE-2020, SECTION 1607. u� C�l 0 CL CONCEEIE MATERIALS 2. EXISTING CONDITIONS OF THE RESIDENTIAL HOST STRUCTURE WAS INSPECTED BY THIS ENGINEER DECEMBER 18, 2020. 1. THE POST HOLE CONCRETE FOOTINGS MAY CONSIST OF ONE OF THE FOLLOWING: C-4 3. SELECTION OF STRUCTURAL SECTION PROPERTIES OF WOOD FRAMING MEMBERS AND DESIGN OF CONNECTIONS ARE BASED ON F A. ON -SITE MECHANICAL AND/OR HAND MIXED, CONCRETE USING A -READY-TO-USE" PRE -MIXED BAG CONCRETE tz M ALLOWABLE STRESS DESIGN "ASID" PRINCIPLES OF MECHANICS USING CODE PRESCRIBED LIVE LOADS. WIND LOAD DESIGN CONSISTING OF TYPE I OR TYPE 1/11 CEMENT CONFORMING TO ASTM C150, THAT CAN ACHIEVE MINIMUM COMPRESSIVE 3-- Ljj LOADS DUE NOT GOVERN PROPOSED DECK AND GUARDRAIL DESIGN OR CONSTRUCTION. uj 00 STRENGTH =2,500 PSI (0 7 DAYS PER ASTM C39), SUCH AS -QUIKRETE" CONCRETE MIX No. 1101, OR SAKRETE HIGH m cn STRENGTH CONCRETE MIX, CONFORMING TO ASTM C387, OR EQUIVALENT PRE -MIXED CONCRETE PRODUCT. _j ro 4. SECTION PROPERTIES OF STANDARD DRESSED (S4S) SAWN LUMBER, AND ALLOWABLE STRENGTH DESIGN VALUES FOR C14 VISUALLY GRADED DIMENSIONAL LUMBER HAS BEEN OBTAINED FROM ANSI/AWC NOS-2018, AS REFERENCED IN THE r-, FBC-R BUILDING CODES. 15� LUMBER E-4 U N­_cL 5. THE WOOD FRAMED DECK HAS BEEN DESIGNED AS A FREE-STANDING STRUCTURE WHICH IS NOT CONNECTED TO THE 1. ALL DIMENSIONAL LUMBER USED FOR CONSTRUCTION OF THE DECK, STAIRS, AND GUARDRAILS SHALL CONSIST OF SOUTHERN YELLOW c 0 EXISTING MOBILE HOME. X CL PINE (S.Y.P.) OR EQUAL, 'THAT MEET OR EXCEED THE FOLLOWING STRUCTURAL PROPERTIES: D 0 6. ALL CONSTRUCTION WORK SHALL CONFORM TO APPLICABLE- PROVISIONS OF THE CURRENT FLORIDA 2020 RESIDENTIAL BUILDING CODE, LOCAL APIENDMEENTS, AND/OR S1. LUCIE COUNTY CODE OF ORDINANCES, AS MAY BE APPLICABLE. 2. LUMBER SPECIES AS A MINIMUM SHALL MEET THE FOLLOWING MINIMUM GRADES, OTHER SPECIES AND GRADES ARE ACCEPTABLE WHERE BOTH MODULUS OF ELASTICITY AND THE DESIGN FIBER STRESS IN BENDING MEET OR EXCEED THE LUMBER GRADES NOTED BELOW. LO Ld MAXIMUM MOISTURE CONTENT OF LUMBER SUPPLIED TO THE SITE SHOULD NOT EXCEED 127.. APPLICABLE CODE PRESCRIBE) DE -SIGN PARAMETERS MEMQLR GRADE C14 1 LIVE LOAD AND DEFLECTIONS: < 03 C6 q LIVE LOAD (DECK).- 40 PSF (FBC-- R, TABLE R301.5) 2x6 DECK BOARDS & GUARDRAIL CAPS: S.Y.P. No, 2, Fb = 1,000 PSI, & M.O.E = 1,400,000 PSI z C14 Y< DEFLECTION LIMITS- L/240 (D+L) (PER FBC-R, TABLE R301.7/ FBC-C, TABLE 1604.3) o N1_1 0 L/360 (L' ) 2x4 RAILS: S.Y.P. No. 2; Fb = 1,101) PSI & M.O.E. = 1,400,000 PSI a- j LJ 2. PRESUMPTIVE SOIL BEARING PRESSURE: 2000 PSF (FBC-R, TABLE R401.4.1) 2x2 BALUSTERS (I.E., PICKETS): S.Y.P. NO. 1; Fb = 1,500 PSI & M.O.E. = 1,600,000 PSI Ld w CL w 2x6 JOISTS & RIM BOARDS: S.Y.P. No. 2; Fb = 1,000 PSI & M.O.E. = 1,400,000 PSI C) z z x CODE MINIMUM DESIGN STAIR AND GUARD LOADS (ALL NON -CONCURRENT APPLIED LOADS) 2x12 STAIR STRINGERS: S.Y.P. No. 1; Fb = 1,000 PSI & M.O.E. = 1,600,000 PSI w Lj COMPONENT UNIFORM LIVE LOAD CONCENTRATED LOAD FBC-B REF. CL a a 0 HANDRAILS & GUARDRAILS: 200 LB. POINT (IN ANY DIRECTION) 1607.8.1(1) & 1607.8-1.1 4x4 POSTS: S.Y.P. No. 2, OR BETTER,; Fb min, = 1,000 PSI, Ft = 600 PSI, Fc(perp.' = 565 PSI, M.O.E.= 1,400,000 PSI g INTERMEDIATE RAILS: 50 LBS/ 1 SQ. FT. ---------- 1607,81.2 0 fn (PICKETS & BOTTOM RAIL) <3 STAIR TREADS: 40 PSF -OR- 300 LBS /4 SQ. INCHES FBC-R TABLE R301.5 3. ALL ABOVE GRADE WOOD FRAMING, DECK BOARDS, AND GUARDRAIL COMPONENTS SHALL BE PRESSURE TREATED (P.T.) LUMBER foot note "C" CONFORMING TO AWPA STANDARD U1-21, THAT MEET "USE" CATEGORY "UC3B" CONTAINING 0.15 PCF (MIN.) MICRONIZED COPPER QUATERNARY (MCQ), OR EQUAL. 0 CODE PRESCRIBED STAIRWAY AND GUARD DIMENSIONS 4. ALL 4x4 POSTS SHALL SHALL BE PRESSURE TREATED (P.T.) LUMBER CONFORMING TO AWPA STANDARD 1.11-21, THAT MEET "USE" 0 z (n CATEGORY "UC4B" CONTAINING 0.34 PCF (MIN.) MICRONIZED COPPER QUATERNARY (MCQ), OR EQUAL. EXTERIOR LANDING: (R 111.3.1) 7 3/4 INCH MAX. HEIGHT MEASURED BETWEEN TOP OF THRESHOLD AND FINISHED z DECK SURFACE AT EGRESS (OR EXTERIOR) DOORS. NQIE: 0 V) < uj SHOULD ALKALINE COPPER QUATERNARY (ACQ) PRESSURE TREATMENT COMPOUND BE USED, METAL CONNECTORS MUST BE STAIRWAY WIDTH: (R 1111.7.11) 36 INCHES CLEAR ABOVE HANDRAIL HEIGHT AND 31 1/2 INCHES CLEAR AT AND GALVANIZED TO CLASS G-185 COATING PER ASTM A653. BELOW HANDRAIL HEIGHT INSTALLED ON ONE SIDE Z HEADROOM HEIGHT- (R311.7.2) 6'-B" MIN. VERT. FROM TREAD NOSING WOOD LAG SCREWS D RISER HEIGHT: (R311,7.5.1) 7 3/4 INCHES MAX. WITH ALLOWABLE 3/8" MAX. VARIANCE 1. LAG SCREWS SHALL HAVE HEX HEAD AND CONSIST OF AST-M A 307, GRADE C, OR BETTER CARBON STEEL WITH FLAT WASHERS, ALL HOT 8 X DIPPED GALVANIZED PER ASTM A 153, CLASS C, OR LAG SCREWS SHALL BE A.I.S.1 18-8 STAINLESS STEEL WITH MATCHING WASHER. 1- I I I I I I I TREAD WIDTH; (R311.7.5.2) 10" MIN. (FROM NOSING TO EDGE) WITH ALLOWABLE 3/8" MAX. VARIANCE NOSING: (R311.7-5.13) 3/4- MIN./ 1 1/4- MAX. WITH ALLOWABLE 3/8" VARIANCE THRU—BOLTS HANDRAIL HEIGHT- (R311,7.8.1) 34" MIN./ 38" MAX. MEASURED VERTICALLY FROM EDGE OF NOSING 1. MACHINE BOLTS USED AS "THRU-BOLT" TO CONNECT POST TO BEAM, AND BEAM TO CROSS FRAMING MEMBERS SHALL CONFORM TO ONE _K a OF THE FOLLOWING: W 0 HANDRAIL CONTINUITY. (R311.7.8.2) CONTINUOUS FROM ABOVE TOP RISER TO BELOW BOTTOM RISER; WITH HANDRAIL D GRIP SET TO PROVIDE- 1 1/2" MIN. CLEARANCE BETWEEN GRIP AND WALL A. ASTM A 307, GRADE C (ASTMF 568, PROPERTY CLASS 4.6); WITH ASTM A 563 HEX NUTS AND FLAT WASHERS. ALL HOT DIPPED GALVANIZED, HANDRAIL GRIP SIZE: (R3111.7.8.3) GRASPABLE TYPE 1 0 1 1/4" DIAMETER (MIN.) & 2" DIAMETER MAX. B. A.I.S.I. TYPE 304 STAINLESS STEEL MEETING MECHANICAL PROPERTIES OF ASTMF593. NUTS SHALL BE STAINLESS STEEL CONFORMING (OR CODE DESCRIBED EQUAL) rc TO ASTM F594 "HEAVY HEX", AND WASHERS SHALL BE STAINLESS STEEL, DIMENSIONED PER ANSI B18.22.1 HANDRAIL CONTINUITY: (R311.7.8.5) HANDRAIL GRIP SHAIU- NOT PROJECT MORE THAN 4 1/2" INTO STAIRWAY WIDTH im GUARDRAIL REQUIRED: (R312.1.1) ALONG OPEN -SIDE 0WALKING SURFACE, AND STAIRS, ABOVE 30 INCHES MEASURED 2. ALL MACHINE BOLTS SHALL BE PROVIDED WITH MATCHING STAINLESS STEEL WASHERS DIMENSIONED PER ANSI B18.22.1, PLACED - C14 VERTICALLY TO GRADE BELOW AT ANY POINT WITHIN 24 INCHES HORIZONTALLY TO AT THE BOLT HEAD AND NUT. 00 EDGE OF THE OPEN "SiDE na) GUARDRAIL HEIGHT: (R312.1.2) 36 INCHES MIN. ABOVE DECK SURFA(,E AND 34 INCHES MIN. ALONG OPEN SIDE OF M!SCELLANEOUS HARDWARE Z STAIRS MEASURED VERTICALLY FROM TREAD NOSING TYPE, SIZE AND QUANTITY OF EACH FASTENER AND HARDWARE CONNECTOR ARE SHOWN AND OR NOTED ON THE PLANS AND DETAIL 00 a) A DRAWINGS. ALL FASTENERS AND HARDWARE SHALL CONSIST OF THE FOLLOWING MATERIAL PROPERTIES: UL 0 CD W M Z) 41 a GUARDRAIL OPENINGS: (R312.1.3) 4 INCH MAX. PETWEEN INTERMEDIATE RAILS (PICKETS) OF DECK GUARDRAILS w C*4 Im aj < 4 318 INCH MAX BETWEEN INTERMEDIATE RAILS (PICKETS) OF STAIR GUARDRAIL 1. ALL FASTENERS (SCREWS AND NAILS) SHALL BE CORROSION RESISTANT, OR HOT -DIP GALVANIZED PER ASTM A 153, CLASS C. OR z 06 M 0- CD W 40 6 INCH MAX. BETWEEN RISER, TREAD, AND BOTTOM RAIL OF GUARDRAIL SHALL BE TYPE 304 STAINLESS STEEL MEETING MECHANICAL REQUIREMENTS OF PER ASTM-F593. Cl 0 E 0 r_ 0 c) M WIND LOAD INFORMATION FINISHING Q A a a 1. WIND LOADS DO NOT GOVERN THE DESIGN AND CONSTRUCTION OF THE PROPOSED DECK, GUARDRAILS, STAIRS OR HANDRAILS. 0 0 cu w 1. ALL FINISHING WORK, MATERIALS, AND WORKMANSHIP SHALL BE DETERMINED AND SPECIFIED BY THE H OM EOWN ER/CONTRACTOR. z < LLJ UJI FOR PURPOSES OF SATISFI--i Y]NG ST. LUCIE COUN" BUILDING DEPARTMENT PERMIT APPLICATION REQUIREMENTS, WIND DESIGN 2. IT IS RECOMMENDED THAT THE COMPLETED EXTERIOR DECK AND STAIR CONSTRUCTION SHOULD BE PAINTED WITH ACRYLIC EXTERIOR GRADE u 0 WINa c FORCES REQUIRED TO CONSIDER AFFECTS OF LATERAL D LOADS ON THE DECK, HAVE BEEN DETERMINED BASED (/) :) w PAINT PRODUCT SUCH AS PRODUCT NO. PP735 AND/OR PP739-SATIN, MANUFACTURED BY PORTER. Ca LL ON "DESIGN WIND LOADS: OTHER STRUCTURES" AS PRESCRIBED BY SEI/ASCE 7-16, SECTION 29.4, APPLYING NET FORCE 0 COEFFICIENTS APPLICABLE. TO THE PROPOSED DECK FRAMING ARRANGEMENTS. uj C-4 IM 3. All NEW LUMBER TO BE SEALED/PAINTED SHALL BE CLEANED AND PRIMED IN ACCORDANCE WITH THE PAINT MANUFACTURER'S RECOMMENDATIONS. LL, w z uj w C14 THE WIND DESIGN PARAMETERS AND RESULTING APPLIED WIND LOAD FORCES ON DECKS ARE SUMMARIZED AS FOLLOWS: 4. ALL LUMBER TO BE SEALED/PAINTED SHALL RECEIVE ONE PRIME COAT, NF- uj WITH PRIMER SUPPLIED BY THE SAME PAINT MANUFACTURER. $a, M Lu UJI . rn �2 0 0 DESIGN FACTOR DESIGN PARAMETERS ®I LL z 0 0 z ULTIMATE DESIGN WIND SPEED V(ult): 159 MPH (3 SEC. GUST) (WIND SPEED BASED ON ATC: HAZARD LOCATOR WEBSITE) 0 = Lu Z NOMINAL DESIGN WIND SPEED V(asd): 123.2 MPH (FBC-R301.2.1.-") Lu 0 u z EXPOSURE CATEGORY- .2-1.4.3) Lu Z (FBC-R301 < —1 00 0 2 RISK CATEGORY: 11 (ASCE/SEI 7-16 TABLE 1.5-1) Fn T_ Z in z ENCLOSURE CLASSIFICATION: CPEN; G(,p*+/-0.00 (ASCE/SEI 7-16, TABLE 26.13-1) c:) LL 0 P: 10 DIRECTIONAL FACTOR (Kc'!" 1,0 M'YVFr,,:S AND C&C (ASCE/SEI 7-16, TABLE 26.6-1) 2Z, 0 (D+L LCAD NOT APPLIED SIMULTANEOUSLY WITH WIND) VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kz): 0.70 MWFRS & C&C (ASCE/SEI 7-16, TABLE 26,10-1 & 30.3-1) D GUST EFFECT FACTOR (G)- 0.85 (ASCE/SEI 7-16, SECTION 26.11' 04 ce) DECK FRAM 1K_QL_ tn SOLID FRAME: ASCE 7 FIGURE 29.3-1 s/h = < 0-16 B/s = 112: f = 1.85 (WIND PARALLEL TO FRONT BEAM) B/s = 17- Cs = 1.85 (WIND PERP. TO FRONT BEAM) GUARDRAIL _fRA1LN,Q___- SINGLE-PLANE OPEN FRAME: ASCE. 7 FIGURE 29.4-2 Z Timothy C_ Boud;ih SHAPE FACTOP uj (Cf): 1.6 514 S.W. PSIL. Blvd. SOLID/GROSS ':?ATIO (e): 0.71D ( Le., 20% open) Port St. Lucie, Fl. 349h P.B. No. 6317� �: DESIGN RESULT .ASD) uj (A LL WIND VELOCITY PRESSURE (Qz): 27.2 PSP (0 15 FT.) 0 LATERAL WIND FORCE: Lu PARALLEL TO FRONT BEAM: 42,8 PSF PERPENDICULAR TO FRONT 5EAM: 42.8 PSF F 31 VERTICAL WIND F70RCE: ALL DECK FRAMING MEMBERS: 37.0 PSF (OVER SOLID PROJECTION AREA ONLY = 70%) w ca Date: 2,31 �,c SCALE: AS NOTED A JOB NO.: 1521.1217 uj A 0 A 4 SHEET 4 OF F I L Eir, P