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HomeMy WebLinkAboutBuilding PlansSPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIR E4ENTS 07 STRUCTURAL-GENERAL NOTES THE FLORIDA BUILDING CODE. DESIGN CRITERIA AND LOADS: 16.1 CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSAR AND SUITED FOR EACH APPLICATION. FASTENINGS IN CONTACT WITH MOISTURE SHALL BE HOT -DIPPED 1. WIND DESIGN: GALVANIZED CONFORMING TO ASTM A-158-80. WIND SPEED (MPH) V(ADJ)=127 V(ULT)=160 17. SHEATHING NAILS OR SCREWS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IF RISK CATEGORY II FLUSH WITH THE SURFACE OF THE SHEATHING. EXPOSURE CATEGORY C 18.1 STUDS SHALL HAVE FULL BEARING ON A SOLE PLATE OR SILL NOT LESS THAN 2 INCHES IN ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED THICKNESS HAVING A WIDTH NOT LESS THAN THAT OF THE WALLS UDS INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.55 19. ALL PRESERVATIVE SOLE PLATES OR SILLS AND SLEEPERS ON A C DNCRETE OR TOPOGRAPHIC FACTOR KZT =1.0 MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH SHAL L BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD AND SHALL MEET THE FOL LOWING 2, DESIGN LIVE LOADS: a. ALL ANCHOR BOLTS SHALL HAVE 2"X2"X1/8" PLATE WASHERS UNLESS OTED a. ROOF LIVE LOAD 20 PSF OTHERWISE. 3. DESIGN DEAD LOADS: b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 4-IN HES OF EACH a. ROOF DEAD LOADS 17 PSF END OR JOINT IN PLATE. 4, FLOOD LOAD INFORMATION c. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR I STALLED IN THE a. FLOOD ZONE PER FIRM X MIDDLE THIRD OF THE PLATE LENGTH. 5. RAIN LOAD INFORMATION: d. SLEEVE ANCHORS ARE NOT PERMITTED UNLESS NOTED OTHERWISE. a.100-YR, 1-HR RAINFALL 4.5 IN e. ANCHORS SHALL BE MINIMUM %" DIAMETER EMBEDDED 7 INCHES INTO THE CONCRETE 6. THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE STRUCTURAL ENGINEER OF AND SPACED NOT MORE THAN 4 FEET UNLESS NOTED OTHERWISE. RECORD (SER) OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD 20. WOOD FRAMING MEMBERS INCLUDING SHEATHING RESTING ON AN EXTERIOR IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON FOUNDATION CLOSER THAN 8 INCHES FROM EXPOSED EARTH SHALL BE APPROVED THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAL/ STRUCTURAL/MECHANICAL/ NATURALLY DURABLE WOOD OR TREATED WOOD. ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, 21. BUILT UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS. TO RESIST THE APPLIED LOAD. PROVIDE MINIMUM 2 ROWS OF 16D 12" O.C. PROVIDE MARKED -UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW PLANS TO THE ENGINEER FOR REVIEW PRIOR TO 22. POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND EiMBEDDED IN EQUIPMENT OR LOADS, SUBMIT CONCRETE THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE OF NATURALLY INSTALLATION. DURABLE WOOD OR PRESERVATIVE -TREATED WOOD. GENERAL REQUIREMENTS 23( STUDS SHALL BE PLACED WITH THEIR WIDE DIMENSION PERPENDICULAR TO THE WALL. 1. PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS 24' NOT LESS THAN THREE STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL WALL. I NOTES. "FLORIDA 251 WOOD CONNECTORS AND HOLD-DOWNS SHALL SPECIFIED IN THE 2, THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE U A SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S ALL ENDATIDRAWINS. AL BUILDING CODE (FBC)", SEVENTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS SCREWS PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS SCREWS INS. INSTALLED IN INSTALLED ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ): IO ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, DRIVEN FULLY 3. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF 26. EVERY ROOF RAFTER, ROOF JOIST OR TRUSS SHALL BE ANCHORED TO THE BEAM OR THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC WALL ON WHICH THEY BEAR. SECTION IN CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD, 4 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK WITH ARCHITECT, ENGINEER(S) AND OTHER TRADES; FOR CONFIRMING AND ABBREVIATIONS CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE AB - ANCHOR BOLT HORIZ - HORIZONTAL AND SECURE MANNER. AFT FLOOR HES 5 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. INT ATE INT INTERIOR ALT -ALTERNATE CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT AD APPROX -MASONRY - APPROXIMATELY TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK. ARCHL - ARCHITECTURAL MAX - MAXIMUM 1 6. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE BOTT -BOTTOM MIN - MINIMUM BRG - BEARING MPHISC - MILES ANE US STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING; CFS - COASTAL ST. CONTROL LINE MPH - MILES ER H UR BRACING, AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE CFS -COLD FORMED STEEL (N) -NEW ME STRUCTURE IS COMPLETE. DO NOT LOAD STRUCTURES NEW OR EXISTING WITH WEIGHT CONCRETE MASONRY UNIT NTS - NOT COL E T THAT WILL ENDANGER THE STRUCTURE. IT IS THE CONTRACTOR'S RESPONSIBILITY O BE - COL -COLUMN O.C. - ON ENTO TER ER ii FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE CONC - CONCRETE PSF - POUNNDD PER SQUARE FOOT REQUIREMENTS FOR EXECUTING IT PROPERLY. CONT -CONTINUOUS PT PRESSURE TREATED STRUCTURAL CERTIFICATION D&E - DRILLED AND EPDXIED REV - REVISI N/REVISED 1. 1 CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL DEL - DOUBLE SPECS - SPECIFICATIONS PORTION OF THE FLORIDA BUILDING CODE SEVENTH EDITION. DIA - DIAMETER SCHED - SCHED SYP.- SOUTH LE RN YELLOW PINE 2. 1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE DIM - DIMENSION SS - STAINLESS STEEL ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 1609 IN THE FBC AND DN -DOWN EA -EACH T&B - TOP & BOTTOM CHAPTER 3 IN THE FBC-RESIDENTIAL. ELEV -ELEVATION/ELEVATOR TYP. -TYPICAL WOOD CONSTRUCTION NOTES ENGR - ENGINEER UNO - UNLESS NOTED OTHERWISE 1. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE SPECIFICATIONS AND EW - EACH WAY VERT - VERTICAL CODES INDICATED IN THE DESIGN CRITERIA. EXIST, (E) - EXISTING V.F.F. -VERIFY IN FIELD 2. SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-95 / ANSI A 199.1. ALL SHEETS BEAR EXP - EXERIRON W! - WITH EXTTEOR W/O - WITHOUT APPROPRIATE GRADING STAMP OF APA AND SPAN RATING. PROVIDE 1/8" SPACE AT PANEL EXT - FBC - FINIS DF 4BUILDING CODE WEATHER RESISTANT BARRIER EDGES AND END JOINTS UNLESS OTHERWISE NOTED. #5 STEEL REINFORCING BAR FF - FINISH #5 3. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI NATIONAL PWd'D -FOUNDATION (REBAR) #5 (5/8") FOUNDATION DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. ' �- FT - FEET/FOOT ' 4. ALL PRESERVATIVE TREATED WOOD REQUIRED TO BE TREATED PER CODE OR DRAWINGS FTG - FOOTING SHALL BE IDENTIFIED BY THE QUALITY MARK OF AN INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH THE REQUIREMENTS OF THE AMERICAN LUMBER STANDRAD COMMITTEE TREATED WOOD PROGRAM, OR EQUIVALENT. 5. ALL LUMBER SHALL MEET THE STANDARD OF QUALITY AS STATED IN FBC 2303. 6. LUMBER SHALL BE IDENTIFIED IN ACCORDANCE WITH NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED BY DOC PS 20 OR EQUIVALENT. 7. ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC OR AISI SPECIFICATIONS. 8. LUMBER 2-INCH OR LESS IN NOMINAL THICKNESS AND SHEATHING SHALL NOT EXCEED 19% MOISTURE CONTENT AT TIME OF INSTALLATION: AND SHALL BE STAMPED "S-DRY", "K-D" OR "MC15". ALL LUMBER SHALL BE S4S. 9. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE TREATED, OR HAVE APPROVED SEPARATING MATERIAL. 10. ALL LUMBER SIZES NOTED AND SPECIFIED ON PLANS ARE NOMINAL SIZES UNLESS SPECIFICALLY INDICATED AS NET SIZE. 11. UNLESS NOTED OTHERWISE, THE FOLLOWING MINIMUM LUMBER GRADES SHALL BE USED: a. STRUCTURAL ROOF AND WALL FRAMING -#2 SYP. b. ROOF FRAMING MEMBERS ABOVE THE CEILING LINE #2 SYP c. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING. 12. ROOF SHEATHING SHALL BE SPAN RATED STRUCTURAL SHEATHING, ATTACHED TO ROOF FRAMING WITH GALVANIZED NAILS AS SPECIFIED IN ROOF SHEATHING AND ATTACHMENT SCHEDULE AND FOLLOWING AMERICAN PLYWOOD ASSOCIATIONS RECOMMENDATIONS. PROVIDE e"SPACING AT PANEL EDGES AND END JOINTS U.N.O. 13. ALL WALL SHEATHING FOR EXTERIOR WALLS SHALL BE SPAN RATED STRUCTURAL SHEATHING, INSTALLED WITH FACE GRAIN PARALLEL TO SUPPORTTS. CONNECT TO SUPPORTS WITH GALVANIZED NAILS PER THE DRAWINGS. PROVIDE 2X4 BLOCKING AT ALL HORIZONTAL JOINTS, PROVIDE" SPACE AT PANEL EDGES AND END JOINTS U.N.O. 13. ; FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO WEATHER N SHALL BE HOT DIPPED GALVANIZED. M 14. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS: a. WOOD TREATED WITH DOT SODIUM BORATE (SBX) -MINIMUM G90 ZINC COATING b. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) - MINIMUM G185 INC COATING. a c. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIER d. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED FOR ALL TYPES OF 3 TREATED WOOD 0 s s d 0 N 1 LOCATION PLAN , SCALE: 1/4" = I 1N SCOPE OF WORK: 1, REMOVE EXISTING ALUMINUM PORCH, COVERING STRUCTURE. 2. BUILD NEW PORCH PER PLANS. PRODUCT APPROVAL AFFIDAVIT FORM CATEGORY/SUBCATEGORY APPROVAL NUMBER(S) MANUFACTURER MODEL NUMBER BUILDING DESIGN PRESSURES (+PSF) (- PSF) PRODUCT DESIGN PRESSURES (+PSF) (-PSF) A. EXTERIOR DOORS 1. SWINGING FL#167081 JELD-WEN SMOOTH PRO PER SCHEDULE +65 -65 B. PANEL WALL 1. SIDING FL#34867.1 PLY GEM SIDING GROUP VARIFORM CONTRACTOR'S CHOICE DOUBLE 4" VINYL SIDING +42 -52 +70.8 -70.8 C. ROOFING MATERIALS 1. METAL ROOF FL# 17796.6-R2 ATLANTIC METAL 11 OF VERO BEACH, INC. 26 GA. 6V CRIMP ON PLYWOOD p@LYSTICK TU-MAX PER SCHEDULE - 156.5 2. UNDERLAYMENT FL# 5259-R3 POLYGLASS USA N/A N/A NOTE: THE ENGINEER HAS REVIEWED THE ABOVE COMPONENTS OR CLADDING AND HAS APPROVED THEIR USE IN THIS SfRCJCTURE THESE PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. " COLUMNS, TYP. POOTER, TYP. E) ALUMINUM FRAME COVERING - TO BE ZEMOVED N ¢ W O O ¢ N N ¢ in 0 0 5 W Y h u, W tv ® 4 O O U u H 00 QN O � N cn aU a d /�. 1✓ aJ z K 0-, O ¢ z �w ma £t ® N � Lu :2Ld az J_ 5LU > z Ld ~^o^ ® (D J Z leak aLij �=a Q��m r Opmd oq * ° * 0� °e STATE OF a � FOR E FL. P.E.#61000 �O5 -d50 i DATE 05-14-2021 WED FOR S"EFT CODE COMPLIANCE' ST. LUCIE COUNTY si BOCC 1 OF s 21-0126 1' 'r PERMIT SET PON Q 0 O LL uw 0 0 LL 1 10' E 21F 2" 9'-11 -C-1 _ C-1 A I I C-1 B F I1 a 6" CONCRETE CURB t w = ON (N) FOOTER I 6" CONCRETE CURB ON(E)FOOTER LL '" STOco RAGE mIf co PER SECTIONS00 @ (N) WALLS PER DETAIL ENCLOSURE m ml LL 2 S3 9,-7„ C 1 S3 „ A C-1 o 4 I ! I :. d C E 6" CONCRETE CURB ON (E) SLAB @ (N) WALLS PER DETAIL �' +q0/-43 u- I I m m I I I1 i C_1 i C-1 I 1 IL q S3 LL LLI (V N u- II yy IA, C-1 BEAM/LINTEL SCHEDULE MARK TYPE REINFORCEMENT/CONNECTION NOTES BM-1 (2) 2X12 P.T. SYP. #2 PER BEAM PLY JOIN DETAIL CONNECTOR SCHEDULE TRUSS STRAP UP. MAX (LES) FASTENERS NOTES WOOD FRAME (6) 1'Odx 11" TO RAFTERS TYPICAL LTS12 660 & (6) 10d x 17' TO BEAMS O ABU44Z 1,900 (12) 16dx 3z NAILS TO POST & (1) a A B. D&E USE SIMPSON SE W/4 MIN EMBED INTO SLAB © ABU44Z 1,900 (12) 16d x 3Z" NAILS TO POST & (1) 8" J-BOLT TO FOOTER W/ 4" MIN. EMBEDMENT © MPB44Z 4,785 (16) }" x 21" SIDS TO POST �D CBS44 4,650 (2) $" MACHINE BOLTS TO POST EO AC4 2,490 � (8) 16d x 32i'" TO BEAM & (8) 16d x 3z' TO POST ON EA.SIDE0 COLUMN COP FO LCE4 1,955 (14) 16dk 3g" TO BEAM & (14) 16d x 32TO POST ON EA. SIDE O' COLUMN COP © CCQ44 5,370 (16) }' x 212' SDS TO BEAM & (14) T" x 22' SDS TO POST A W ® ,..� W C-1 " C-1 E W D cn O = ^ II C-1 II NOTES: 1. PROVIDE TRUSS CONNECTOR AT ENDS OF ALL TRUSSES. 2 TRUSSES WITH MULTIPLE STRAPS, CONNECTORS SHALL BE STAGGERED EACH SIDE OF TRUSS TO AVOID SPLITTING MEMBER - 3 TRUSS CONNECTORS AND CLIPS NOTED ON THIS LAYOUT ARE MODEL No,'S OF'SIMPSON STRONG -TIE', CONTRACTOR MAY SUBSTITUTE EQ. STRAPS FROM ANOTHER MANUFACTURER. 4. TRUSS TO TRUSS CONNECTIONS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. 5. PROVIDE TRUSS. CONNECTORS IN ACCORDANCE WITH TRUSS LAYOUT FROM TRUSS MANUFACTURER 6. A.B.= ANCHOR BOLT A-307 EMBEDDED 4" MIN. x8 P.T. SYP. #2 AFTERS @ 12" O.0 N iv LL - I iro I Im m 1 EI s 4 6 CONCRETE CURB w PER SECTIONS C-1 A C-171 C-1 E N ILL LL. LL. I] Imo. �I N. 1 ion m � 11 Ii ROOF SHEATHING FASTENING SCHEDULE WITH 19/326' PLYWOOD SPACING REQUIRED FOR 10COMMON NAILS HATCH NAIL SPACING NAIL SPACING PATTERN ON EDGES IN FIELD ALLOWABLE PSF ® 6" O.C. 6" O.C.97 3" O.C. 3" O.C.183 C_1 12x12 CONC, PEDASTAL C-1 PER SECTIONS DECKING A I C-1 C-1 IIIG N O E LL V C-1 _1 F 1 JPERt C_...._. BRACESONCRETE CURB N DETAIL, _ - - ON (E)FOOTER Ei 1F PER DETAI NEW EXTERIOR WALL ® 2x4 P.T. STUDS @ 16" O.C. ROOF FRAMING PLAN " ON TOP OF 6CONC. CURB _._ .. ............. _---- - L7 �:\.7 EXISTING EXTERIOR WALL SCALE: 1/4"= V-0" MIN. DESIGN PRESSURE (POUNDS PER SQUARE FOOT) CEILING MOUNTED INCANDESCENT LIGHT FIXTURE (� WALL MOUNTED Y INCANDESCENT LIGHT FIXTURE FOUNDATION PLAN LIGHT SWITCH ROOF ZONE DESIGN PRESSURE ULTIMATE DESIGN PRESSURE ALLOWABLE ALL ZONES + 37.81 22.68 ZONE 1 - -78.02 -46.81 ZONE V - N.A. N.A. ZONE 2 - -85.09 -51.06 ZONE Z - -99.28 -59.57 ZONE 2e - N.A. N.A. ZONE 2n -} N.A. N.A. ZONE 2r (-) N.A. N.A. ZONE 3 - -96.79 -58.08 ZONE 3'(-) -125.07 -75.04 ZONE 3e - N.A. N.A. ZONE 3r - N.A. N.A. OVERHANG ZONE ALL ZONES +) 45.71 27.42 ZONE 1 - -130.42 -78.25 ZONE 1'(-) N.A. N.A. ZONE 2 - N.A. N.A. ZONE 2'(-) N.A. N.A. ZONE 2e - -130.42 -78.25 ZONE 2n - -165.88 -99.53 ZONE 2r - N.A. N.A. ZONE 3 - N.A. N.A. ZONE T - N.A. N.A. ZONE 3e - -175.46 -105.28 ZONE 3r - -190,93 -114.56 SCALE. 1/4„ = 1,_0„ `: \r WIRE INDICATION EDGE DISTANCE, a = 3 FT VALUES SHOWN FOR E.A. = 32 FT FOUNDATION SCHEDULE MARK W x D x L REINFORCEMENT NOTES F-1 8" X 8" X CONT. (1) #S BAR CONT. (E) THICKENED EDGE FOOTER F-2 12" X 16" X CONT. (2) #5 BAR CONT. (N) STRIP FOOTER COLUMN SCHEDULE MARK TYPE REINFORCEMENT/CONNECTION NOTES C-1 4X4 P.T. SYP. #2 PER DETAIL (E) METAL ROOF TO REMAIN PROVIDE FLASHING &? F ,_ WALL 1 '- .5" _ 2 (N) METAL ROOF I rOP OF BEAM V: V-8.5" N TOP (iF BEAIUI P F BEAM ELEV: 8-0' , LEV: 8'_0„ i f (N) 44 P.T. SYP. #2 / POST PER PLAN (N) BEAM PER PLAN & SCHEDULE (N) 2x4 P.T. SYP. #2 (N) BEAM PER KNEE BRACES ON & A PL N SCHEDULE (E) HOUSE { REAR COLUMNS E) STAIRS (N) 4x4 P.T. SYP. #2 PER PLAN & DETAIL FLOOR TO REMAIN POST PER PLAN 1 ` .EV: Z-3.5" ROOF ZONES a=3'-0 SCALE. 1/4" = 1'-0" MAY 18 2021 parmitcing Department St, Lude County (E) METAL ROOF TO REMAIN - - .... . - ITT1­71 --TT (N) METAL ROOF � I 1 0 VI ELEV: 10'-3.5" STATE N STORAGE ROOM PER PLAN k E) FLOOR (N) 4x4 P.T. SYP. #2 ELEV: 2'_3.5" .1 GRADE -------- _-_ _EV: 0'-0:, - _ NORTH ELEVATION SCALE: 1!4" = 1'-0" F F TER (N) TOP O 00 ELEV: 0,_0„ T F j. �6(N) OP O FOOTER ELEV: 0-0" WEST EL SCALE' 1/4' = 1`-0' (E) HOUSE ,, , .,. ... „ , _... .. .. � ..... ... ... ,... r<, .... .. ... _ r.... s .. ... r. r .. .. s r x' .,p POST PER PLAN � a , .:e.. E GRADE O REVIEWED FOR RE VIE CODE. COMPLIAN P ST. LUCIE COUNT BOCC o....:.,, . •i i,. ,.. � r'.r.'. VAS ELEV: 0'.0„ (E) STAIRS (N) 6"CURB ION TO REMAIN PER PLAN --- W I fA O H W c0n�v7 rt M N Q N Q W NO � O Q N N a. d c� d '- 0 LU Ld W p � W W � .�� Q N U r- �< O V) F (n a 00 Q `� � wLL N � ELL a,z LLJ 5;I Z w o J s ZMI0 z J xx zm � Na h Qn.mcc o zo m°dx ..� LIJ O CO 00 Z W Q UA Z Q Z IN LL O ® Lj_ a' 0O 0 G LL. z O a) }=M -r� ® w ® c vJ Q m N _ CJ af CIA F_y/ LL IL W U W FL Of UL r®` J LFO L MI R r/®p/®/FL. P.E.#61000 DATE: 05-14-2021 - SHEET 2 OF 3 21-0126 PERMIT SET 2xMEMBERS (2) SHOWN 4 " MIN. S HEDULE`r w. 1 , 00, i ,..„- EXISTIN SLAP NEWFOOTER o . •. 2 1/4" MIN. ip�i o NOTE: 5 B" CONSTRUCTION ADHESIVE, APPLY „Ile 11 12" #5 DOWEL BAR EPDXI D " - - a IN CROSS HATCH PATTERN TO ALL e"INTO EXISTING @ 24" O.C. w MATING SURFACES.MAX & 12" FROM EDGES j 2"X4" BRACE EA. ,%,.',: NAILS TO BE 12d EXTERIOR POST 2,!I SCREWS TO BE #10 -.. .. fff ' Y - KBS1 $TRAP. 12" O.C. d.___ x 1 NAILS ` ,c 2x6'S 2 ROWS 2x10'S 3 ROWS (E) CONCRETE THICKENED a CONCRETE FOOTER 1/2" PLYWOOD SPACERS 2x8's 2 ROWS 2xl2's 3 ROWS EDGE FOOTER - TO REMAIN PER SCHEDULE (1) SHOWN (NAIL ON BOTH SIDES FOR MORE THAN 2 PLIES) I MULITPLE PLY BEAM DETAIL NEW FOOTER TO EXISTING DETAIL KNEE BRACE DETAIL ; - SCALE,'1/Z" = T-01' SCALE: 3/4" = 1,_0„ SCALE: 3/4„ = T_0" - , ROOFING MATERIALS - - - DUCT APPROVAL PER PRO SHEATHING PER SCHEDULE 2x8 P.T. SYP #2 SP4 STRAP SP4 STRAP RAFTERS PER PLAN Wl (6) 10d x1z' TO STUDS W/ (6) 10d x 1�' TO STUDS 2x4 P.T. BASE PLATE 2x4 P.T. BASE PLATE 2x8 P.T. 2 @E CONT. W/ 1" ATR W/ SET-3G D&E 1" NOTCH @WALL AREA W/ Z' ATR W/ SET-3G D&E N 6"W x 6"D CONCRETE CURB W/ (2) #12 @ EA. RAFTER z ( ) 4" MIN. INTO (E) FOOTER 2" MIN. INTO (E) FOOTER W1(1) #4 CONT. AS APPLICABLE (N) 6"W x 6"D CONCRETE CURB AS APPLICABLE LTS12 STRAP W/ (1) #4 CONT." (2) 2x12 P.T. SYP. #2 BEILE(1'-4- PER PER SCHEDULE (E) SLAB • 6" IN. � 6" MIN. PLAN & SCHEDU•> - `" _ _ 4„ IN. a> 4X4 P.T. SYP. #2 AC4/LCE4 STRAPS WHERE _ �- POST PER PLAN APPLICABLE PER SCHEDULE NEW CURB TO NEW CURB TO DETAIL A EXISTING FOOTER AT (N) WALLS DETAIL EXISTING SLAB AT (N) WALLS DETAIL SCALE: 3/*' = V-0" SCALE: 3/4" = V-0" SCALE: 314" =.V-0" 4x4 P T SYP, #2 4x4 P.T. SYP, #2 POST PER PLAN POST PER PLAN 2x WALL FRAMING AT 16" O.C. MAX. `" CDX SHEATHING PER SECTION. ADD #4 STIRRUPS MOISTURE BARRIER DRAINAGE PLANE AND ADD'L HOOK BARS CBS44 STRAP PER - 3 W/ 2" FIELD LAP MIN., STAPLED IN PLACE @ MPB44Z LOCATIONS MPB44Z STRAPPER PER MANUFACTURER PLAN & SCHEDULE PLAN & SCHEDULE 12" #5 DOWEL BAR EPDXIED GLAVANIZED STEEL ROOFING NAILS, 1g LONG 6" INTO EXISTING @ 24" O.C. 61 6x6 CONCRETE CURB 4 W/ e'0 SHANKS& g" HEADS @'.EA. STUD 12" #5 DOWEL BAR EPDXIED. 1'-0" MAX & 12" FROM EDGES. PER PLAN SPACED NOT MORE THAN 10" 6" INTO EXISTING @ 24" O.C. MAX & 12" FROM EDGES 3 ' °I' s —r 5 VINYL SIDING to — _ h 12x12 PEDASTAL ;(N)6"W X6"Cl CONCR C DRAINAGE PLANE OVERLAPS CONTROL BEAD x x-- K` • - FLASHING AND MEMBRANE STRIP OVER WOOD ETE URB e ® { • Y PER PLAN A i,, ;� a W/ (1) #4 CONT. FRAME TO SLAB INTERSECTION �' _ ' -- � #5 DOWEL BAR EPDXIED • CONCRETE FOOTER w:: `• CONCRETE FOOTER 4" INTO EXISTING FOOTER \I PER SCHEDULE _ PER SCHEDULE �``'� 2 3.5" TALL WEEP SCREED "Z" FLASHING ADD'L BARS 1-: '�i .. - 6' IN. — .-.- `" W/ DRIP EDGE @ MPB44Z LOCATIONS .... PER MANUFACTURER I-1 _0---1'-6 — o 4" MIN. MEMBRANE STRIP COVERING WOOD FRAME TO CURB INTERSECTION UNDER CONTROL BEAD, ZX'I Z PEDASTAL 6" CURBFLASHING EQUAL TO PROTECTO WRAP BT20XL ---_ NOTE..OJMBERS INDICATE 9" WIDE TO EXTEND 2" BELOW THE CMU .'SEQUENCE OF INSTALLATION DETAIL B NEW CURB TO EXISTING FOOTER DETAIL SIDING DETAIL AT SLAB SCALE: 3/4 V-0" SCALE: 3/4" 1'-0" SCALE: 3/4" = V-0" NOTES. FOLLOW MANUFACTURER RECOMENDATIONS FOR ALL OTHER DETAILS PROVIDE FLASHING ROOFING MATERIALS PER PRODUCT APPROVAL 2 SHEATHING PER ROOFING MATERIALS SCHEDULE PER PRODUCT APPROVAL 2x8 P.T. SYP #2 SHEATHING PER IRS PER PLAN 2 SCHEDULE (2) 2x12 P.T. SYP. #2 LTS12 STRAP — 112 BEAM PER PLAN PER SCHEDULE 2x8 P.T. SYP #2 & SCHEDULE RAFTERS PER PLAN LTS12 STRAP AC4/LCE4 STRAPS PER SCHEDULE 2x8 P.T. SYP #2 WHERE APPLICABLE (2) 2x12 P.T. SYP. #2- RAFTERS PER PLAN PER SCHEDULE BEAM PER PLAN BOTTOM OF BEAM (2) 2x12 T. SYP. #2 _ -4. & SCHEDULE MIN. ELEV: T-0" BEAM PER PLAN (E) WALL 1-4 & SCHEDULE LTS12 STRAP TO REMAIN AC4/LCE4 STRAPS PER SCHEDULE SEE DETAIL A WHERE APPLICABLE iTP4 W! (12) Sd x 1Z' NAILS PER SCHEDULE @ BEAM/TOP PLATES @ 32" O.C. MAX. 3" COX SHEATHING W/10d @ 6" O.C. 1 N 4x4 P.T. SYP. #2 VYNIL SIDING M 4x4 P.T. SYP. #2 POST PER PLAN �� DBL 2x4 TOP PLATE W/ PER DETAIL i -POST PER PLAN 4 16A O CC& 2WS @ EMBEDMENT 2x4 SYP, #2 STUDS a STRAP PER @ 16" O.C.BETWEEN SCHEDULE COLUMNS PER PLAN a SEE DETAIL B ABU44Z STRAP 12" #5 DOWEL BAR EPDXIED 2x4 P.T. BASE PLATE a PER SCHEDULE 6" INTO EXISTING @ 24" O.C. W/'" N FOOTER n MAX. & 12" FROM EDGES z A.B. TO () (E) CONCRETE SLAB 2 CLEAR, TYP TO REMAIN 6x6 CONCRETE CURB _... s (M TOP OF FOOTER •h 6 co >,--.-,-.- ,•-<-->-.-- ..-..°. ELEV: 0,_ PER PLAN CONCRETE FOOTER 12" #5 DOWEL BAR EPDXIED a a': PER SCHEDULE (N) FOOTER PER 6" INTO EXISTING @ 24 O.0 °1 -0 I [ PLAN & SCHEDULE MAX. & 12" FROM EDGES z v, a SECTION 1 SECTION 2 n SCALE: 1/2 = l'-01' SCALE. 1/2„ = 1'-0" S3 53 (o0� 9w .No t- A v o ivv. vi JvV a % a STATE OF ZORT =0, 5 LF V LAMI R �a�StONA tip FL. P.E.# 1000 DATE 05-14-2021 SHEET 3 QI- 3 21-0126 PERMIT SET O LL.