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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTEREDTERMITICIDES; INCLUDING SAIL APPLIED PESTICIDES, SHT NO: TITLE 3000 SI COLUMNS AND BEAMS A SLUMP OF 5" i BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS. THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE. WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES, 1.. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINME 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUO 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRI 6: ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL B A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SF REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEN TREN TH Al 28 DAYS OF 2500 PSI (SLABS) P ( ). 4T, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. F ALL'. TOP BARS OF BEAMS. D CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 1 1/2" TO FORM U.N.O. A/ AL064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN DE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ ALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP PORAFY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH. EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31814) SPECIFICATIONS FOR STRUCTURAL CONCRETE- (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-131 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTIP LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING A EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF R 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED G REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON I HESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT COR FOR WRITTEN APPROVAL S PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO HESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE mrrH 8000 P.S.I. FOR THE CONCRETE STRENGTH. APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI.7-10 ALUMINUM DESIGN MANUAL- 201.5 EDITION CONFORM'TO THE 1. CODE REQUIREMENTS: IT THE INTENT THAT ALL WORK SHALL C ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. WORK SHALL CONFORM WITH DRAWINGS AND IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WALL ERE APPLICABLE: WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, STRENGTH OF 1900PSI (fm =1500 PSI) 2, .MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM. C 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE - 70-12A. A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED METAL OR OF 3000 PSI SLUMP 8" T011". CONTINUOUS MASONRY 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE EVER IS LESS. REINFORCING SHALL BE PLACED 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS 7, GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, N THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/0 CLG) FLOOR TRUSSES/ BEAMS ** FLOOR ]-JOIST** * LL/360 LL/180 LL/360 LL/360 11/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: WOVEN lrpc LATH SHALL BE ATTACHED TO MOOD SHEATHING WITH 11 a" E NAILS H LONG. 11 GAGAVING A - ✓WHICH - 7/28 HAD OR 7/8' LONc +6 GAGE STAPLES SPACED NOT MORE THAN 6INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 201.7 FRC R703.711, *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" +** TL MAX 1/2" R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE GOATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER A 8. TEMPORARY BRACING AND SHORING OF WALL TO PROV 9.. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING 1.0. DO NOT APPLY UNIFORM LOADS T0. MASONRY WALLS 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PE A STOP IS PROHIBITED. DE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR HALLIBE ABOVE AND BELOW ALL WALL OPENINGS. R (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING R703.7.3 WATER-RESISTVE BARRIERS. R WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER. RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF). 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF TH 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THA SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING L WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, ILE BLOCKING OR. GABLE OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL FRAMING MEMBERS SHALL BE S.P.F. #2. DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND 7 CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS r HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION NES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOP CHORD LL TOP CHORD DIL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN.A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION. OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. 4. MANY OFT HE NEW PRESSURE TREATED WOODS USE Cl-EMICALS VERIFY THE TYPE OF WOOD TREATMENT AND TO SELF CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR SI 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EART 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING M1 - PARALLAM COLUMNS: 1.8E Fb - 2400 PSI MIC 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB WAIL SHEATHING: T&G STRGCOURAL OSBAEX (48/21)OR THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, AINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. OR CONCRETE TO BE PRESSURE TREATED. CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS N VALUES U.N.O. - -V .7E Fb=2400 PSI MIN. LAM (LVL) BEAMS: 2.0E Fb- 2600 PSI GLULAM BEAMS: SP/SP 24F 5 LAYUP 1 AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: SHEATHING/32" RATEDSBFINISHFLUSH1O EXTERIOR WALL FACE, BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR . LOADING TOP CHORD LL 40 (PSF) COMMMENITS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL E BEARING WOOD WALL SCHEDULE STUD. CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.00 BW1 16" (2) 16d TOFNAILS. (2)i6d TOENAILS SPF NO UPLIFT BW2 SP2 W/ (6)-10d SPS W/ (6}10d SPF 402 18' STUD, (6)10d PLATE STUD, (4) UM PLATE BW3 16, (2) SP2 W/ (6)10d (2) SPS W/ (6) ion SPF 803 STUD,e 16 PIATE STUD, 4 10d PLATE 9W4 16" (2) led TOENAILS (2)16d TOENAILS SYP NO UPLIFT SP2 W/ (6}SOd SPi W/ B)J JLOd BW5 16" STUD 8 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) SOd SPS W/ (6}1Dd SYP 878 18" STUD 8 10d PLATE STUD 4 10d PLATE BW7 12" 12) led TOENAILS (2)16d TOENAILS SPF NO T UPLIFT SP2 W/ (8}10d SPS W/ (6F10d BW8 12" STUD, (6) 10d PLATE STUD, 4 10d PLATE SPF 536 BW9 12" STUD, (6) too PLATE STUD, O610d PLATE SPF 1070 8W10 '12" (2)i6d TOENAILS (2)led TOENAILS SYP 0 SP2 W/ (6}10d SPl W/ (a)-10tl BW11 12" STUD, (8)10d PLATE STUD, (4) 10d PLATE SYP 585. FEW 12 12" STUD, (6 10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NotuSEID --DOUBLE 2x TOP PLATE TOP OF WALL/, SEE PLAN MASONRY WALL OR ICE WALL. SEE PLAN 2x. STUDS PER DOUBLE 2X HEADERG PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFU9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MIMPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN TALLER THEN 8'-0' SCHEDULE ABOVE F.F. SEE FOUNDATION - -h PLAN FOR MORE 2x P.T. W/ 1/2' A.B 0 32" O C W/ 7 INFO EMBEDMENT OR 1/2- A.T.R. W/SIMPSON SET W/ .. SW=SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. : REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" 088 PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4b0 GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTES USED 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS US UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 7C1 OR SPF #2 LINOPLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD INDICATED 4. SP4, SPB ANO BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE 5P3 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFOB S3.10R INDICATEDDETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST BOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY( 6. IF "SW' IS INDICATED THE WALL IS CONSIDERED AELDAFN/ALL AND REQUIRES MIN. PLYWOOD NAILS AT 4' D.C. IN (1) SIDE WALL ANDCHE 7/16" OSSEXTERIOR ATTACHED PERDGE NA E 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHES PER NAILING SCHEDULE S 1 STUD SPACING AND GRADE ACT AS L SEE PLAN AND WALLS SECTIONS FORN MING 8. IFTHE BEARING WALL IS INDICATED WITH THE BWI.0 BW4, Bw7, 5W1U THERE WALLSAREE ONLY E W L SUPPORTING THE BOOR LOAD TA HOT HAVE UPUFG THE STUDS ARE TOE NALED 10 THE PLATE AND THE 2. PLATE CAN BE ATTACHED WITHTIN HARD CASED NAILS (GUN NAILS) AND WILL E A NOT REQUIRETHE BOLTATTACH MENTINDICATEDINTHE WALL THEPLACHIEDtILE- 9. SP1/3P2-ORNE LINE NAIL AT AN ANGLE THROUGH THE STUDIMOTHE PLATE TO ACHIEVE THE ENAIL TABLE LOAD. 10d= 0.148' CIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE)CONN. & FASTENER UPUFT(Lb) C1 (3)2x4#2 SPF (4)-16d TOENAILS 0 C2 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (S( 1/4" X 11/2- 2145 (3) BOB SCREWS C3 (3) 2 X 4 SYP #1 OR (4) - SBd TOENAILS 0 C4 (4) 2 x 4 SPF #2 D7T2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4' X 11/2' ' 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 U = 2200 SYP POST & (12) - led NAILS x8 P,T. #2 ABUS6 W/ 5/8" ATR** G -12000 O6 SYP POST &(12)-led NAILS U-2300 8 x 8 P,T. #2 ABUBBw/ (2) - 5/8" ATR*^ G = 24335 aCT SYP POST & (18) - led NAILS U = 2320 lzil 3.5x3,5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5W/(1.4)1/4"x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SOS2.5 W/ (1411/4" x 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 OLMANIZED IF EXT.. ANCHOR. OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HOU&SOS2.5 W/ (20) 1/4' X 21/2" SDS WS & 7/8" EPDXY 6970. (WOLMANIZED IF EXT.). ANCHOR OR ATR*** c11 5.25 x 5.25 P.L. 15.8E RD 2400 PSI HOU88oS2.5 W/ (20)1/4' x 21/2" SDS WS & 7/6' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR- *-7 x 7 P.L. HDUS-SD$2.5 W/ (20) 1/4" x 12 1.8E Fb-24DO PSI 21/2- SDS WS & 71W EPDXY 7870 WOLMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/SS 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR W EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.6E) MAY BE SUBST'MED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA- / LENGTH PNEUMATIC GUN COMMON vs. GUN APPUCATION NAIL D161-4-ENGTH NAIL SPACING 8d O 131 X 2 AW 0.131" X 2 %" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12I 01.48" X 3" 0.131' X 3' SEE PLAN BLOCKING & TOE 0 148 X 3 0.131" X 3 A4' NAILS & TOP PLATE 12d OA48" X 3IW OA31' X 3 44" 8' O.C.(COMMON) STUD WALL 6' O.C. GUN NAIL CORNERS 10d 0.14W X 3" 0.131" X 3" 8" O.C.(OOMMON) STUD PACK 6' O.C. GUN NAIL COLUMNS led 0.162, X31h" 0,131" X 3'A" (2) 1601COMMON) SEE PLAN (3) 160 ( GUN NAILS) - HEADER SCHEDULE MARK HEADER SIZE REMARKS H7 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 , WI 1/2' FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP W/ 1/T FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2) "2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3)-13/4"X 111/4 ATTACH TOGETHER W/ (2) ROWS 1/4"X 31/2 H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ Ir &C TYP EACH SIDE (2).-13/4"X91/4 ATTACH TOGETHER WI(3)ROWS 1/4'X 3112 H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 18" O.C. TYP. EACH SIDE HEADER SUPPORT NO- OF JACKS& STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2X6-OR 2xB WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1' 0" - 3'-11' (1) (2) (1) (2) 4. 0„ - 9'-O" (2) (3) (2) (2) 101-011-16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" ox, ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. S. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16' CONNECTION; PROVIDE (2) BRJTGPLATE. NAIL SIMPSON LST a OR 2 AS ( 1 BEAM TOGEE THER USING (21 SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-2 x 10 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) 039 BEAM RJTCH PLATE. NAIL TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. I) -2xrC #25YPW 716" 2 / / CONNECTION: PROVIDE 2 M OSBFLITCH PLATE. NAIL SIMPSON LSTA24 OR 2 I) BEAM TOGETHER USING HTS20 TO WOOD POST 2" ROWS OF 12tl NAILS 012' OR (2) SIMPSON HETA18 TO CMU OR (2) O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN- (2) - 1 3/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2,0E Fb=26DO PSI. NAIL BEAM SIMPSON LSTA24 OR (2) Mq TOGETHER USING (2)ROWS HTS20 TOWOOD POST 1/4" x 3 1/2° SDS WOOD pR (21 SIMPSON HETA16 TO CMU OR SCREWS 0Y6, O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE (2)-13/4"z117/8"LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M - TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2' SOS WOOD SCREWS 016' O.C. TYP. OR (2) SIMPSON HETA18 TO CMU EACH SIDE COL U.N.O, ON ROOF PLAN. (2) -1 3/4' x 16' LVL 2.0E Fb=2S00 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/W x 3 1/2' SDS WOOD SIMPSON RTS20 TO WOOD POST -:SCREWS 0 16"O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. IHOSE� BIBB AO.0- 10'-0" 39'-8' 5'4" 8'-8" 4'-10" 8'-0„ (k) 25 SH I 25 SH 11 PRECAST BOTTO @ 6'S" EGRESS EGRESS 13'40" 13'-0" 12'-10" wa iti rS BEDROOM LAM QWNER fi`2 Y Q BEDROOM #2 D CEILING -VAULT_1 M VAULT CEILING, Wo 4a 3 ch CEILING 3 o CO COVAULTED N C2 C2 S2 _ _____ __ ________ ______, ______ _____ ____y _______ 12',4" _______ 1'6 0" 5'-0" 7%2" 3'-8" 2'-0„ H1 H2 2868 2SE 2668 I 2' 2" W 8' CLG. A/ Z - - - I BW2 O c�O 1R/1SH O0)) w W/ BASE PLATE ,- '..... m w,; ATTACHMENTS d m BAT 2 OET BRG. WALL; DETAIL a d0 d W 0 VAULTEb CLG668 F36 toss MI Y R M 211 5 $" 1 10' CEILINGirt o 0 2668 .2x6 WALL \ ELI 10' CLG. bo - - - - - - dh 1R/1SH #3 4 - " m ,BEDROOM ' VAULTED CEILING o i 0 3•-8„ n 814„ m 2'$'� 4'-0" � 13.4„ I i 17$„ OWN R ' 3X4 o a 3 s i _.I w BATH VAULTED U"LG. - 3"-4" SHWR , 50AR "- 3B" FLAT BAR -------------- ----- r - 7 -' * ------ --- TOP ON 34%" WALL in m A/C i 8'CLG. M ' i» _ SD r - - - _ _ -. 1R/SSH NGE/ D/W OOD DBL. \ � ' SINK 1 PROVIDE PLATFORM N FOR HVAC UNIT' JL VERIFY SIZE WITH MFGR KITCHEN DINING ROOM o VAULTED CLG. i VAULTED CEILING = N N in y_3„ .H , - 3'-8 6. 7„ 7,_4„ © w _ - 2668 Z o VERIFY ZI LOCATION w ¢ W/BUILDER NOOK VAULTED CLG. I [ I ---'LAUN. • ■ ' I[r -=,I O 10'CLG. N U S I a I n - a U) 1 1 I , ao a I I 3 LD 1 rL I _ J DRYER VENT "STEP DN. FOYER 00 ; . BEDROOM #4 W H THRU ROOF--" HANSON BOX 10' CEILING n' ' VAULTED CEILING MAX LGT 35'-0" @ 36" AFF -- ' ADD INVERTED PULL DN. STAIRS HIP w/ B ELEV. �. 22ih=x54' F39 S3 00 NOTE: BUILDER TO PROVIDt I m HI + APPLIANCE PROTECTION IF A I I ti REQUIRED BY MUNICIPALITY, SEE SHEET 4 FOR DETAILS DRESS /(2) 12' S.L. W 3 CAR GARAGE TRANS,PER i r F I I 8' CEILING LEVAT N Z0 So 30'-0" Si 6,-4° S3 2'-10„ ENTRY rip ' EGRESS ' 9 v 1 I o tN 10' CEILING SEE ELEVATION FOR LINE OF GARAGE L100R I I WINDOW SIZE &S`TYLE --------------T--------I , I -----------' � - LINE OF GARAGE DOOR ------------------------ M8' ,� ° S� D i ELEV. I „8 &'D_-BM8_-- 16"SQUARE C ' COLUMN TOP @ 9'-0" 9"-4" I + I D21 S12 S-2 , s S-2 O 8 x 7 OVERHEAD DOOR 16 x 7 OVERHEAD DOOR 2'-W 8'-0" 2'-0" 1-6-0" 2'-0" 6'4" 13'4" 10'-0" 20'-0" 49'-8" FLOOR PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ~;HOSE BIBB W 160 MPH OPENING PRESSURES ENCLOSED- EXPOSURE B A +27.6 / .29.9 © +27.6 / -37.0 © +26.5 / -28.8 Cfi�) +26.5 / -34.4 +24.8 / -27A O +24.8 / -31.1 ®. +24.3 / -27.5. +23.3 / -26.0 NOTE; i. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 5 'ALLOWABLE" PRESSURES WALL LEGEND s m w a a FRAMED WALL N BEARING FRAME WALL 0 o ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. [Lill 111111111 Hill 11111111111111 MASONRY WALL a, GENERAL NOTES I 1. R302.5.1 Door from garage Into house must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. I t 2. Bathroom exhaust fans must vent to the exterior of i , the building, exhaust to attic space and sous is not acceptable. Ventilation shall be permitted to exitthrough the soffit If solid soffit Is Installed T-O' on each side of 'i the venting. 1 3- R302.6 The garage shall be separated from the residence and it's attic by not less then 1/2-inch 1 (12.7mm) gypsum board applied to the garage side. , Garage beneath rooms shall be separated from all 1 habitable rooms above by not less than 5/8 inch , (15Amm) type X gypsum board or equivalent, Where the separatlon Is a floorcelling assembly, the i structure supporting the separation shall also protected by not less than 1/2 inch (12,7mm) , gypsum board or equivalent. ! 4. R312.2.1 Window sills In dwelling units, where the t opening of an operable window is located more than; 72 Inches (1829 mm) above the finished grade or ? surface below, the lowest part or the clear opening of the window shall be a minimum of 24 Inches ; (610 mm) above the finished floor of the room In which the window is located. Glazing between the ; floor and 24 inches (610 mm) shall be fixed or have ; openings through which a 41nch-diameter (102 mm) j Sphere cannot pass.. , 5. R308.4.2 All windows within 2'-0" of doors and In I shower or tub areas will be safety tempered glass. 4d 6. Calling for exterior entries and covered porches to I have 7/16". span rated OSB nailed per zone on 1 roof diagram nailing schedule or 5/8' CDX. ' 1XT&Gacceptable for substitution. j 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e-g.,attics and crawl spaces) , shall be weatherstripped and Insulated to a level equivalent to the insulation on the surrounding A� surfaces. 8. Laundry Note! (Unless noted otherwise) Provide dryer i .I vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box @ 36" aff 9. Callings for exterior entries and covered porches to be t 7/16" OSB on underside of roof trusses Shall be attached to all framing members with 2x blocking , provided at perimeter. The OSB shall be attached w/ Sd nails at 6" D.C. field and 4" O.C. at edges or 7d screw 1 shank 3" O.C. field and 4" edges. Vinyl Ceiling to be t, attaches to OSB per manufacturer ape clflcat lOns Q �\5t\ A r �^ Y : i 0� 4- `' 0 . A®�Z••^^ F .pRaFESSya gr=$CL 11 (�NpO N OD 00 Xt eld 0 erggg 6 e€�$ �Wd _,D S ,.z _r ME Lo u512cLLjU) N0_12w a MW f° Z O u °m ,�"L4 IL N'K Q g Q S" a oi�';O ."@� wMV.FDSENe.COM ❑ ❑ ❑ 0 La Z M 0 z 8 .o y a - I'Hn Z 1" (n m � W o w i sy /(/1 c ai ((�� Irk ® _ 8- U � y =1 du°o 1i1Y1 11AM@ L�AIYN e'SS, w FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: a g ' ��'�// ry 0 d7 9 z o LU lf) y �N W Y w � rri REVIEWED FOR z _ CODE COMPLIANCE - 4) E- U m 00 a ST. LUCIE COUNTY 0_ILi:D L Lo J m cn (n RO *OVT N Model Name / Number: 1820 d v 1VI AREA CALCULATIONS Plan Issue Date; .2 Monday, August 10, 2020 191 FLOOR 1820 S.F. � mV KA PROJECT NUMBER: ' T I� �fCA 2"254 TOTAL LIVING (AC) 1820 S.F. GARAGE 596 S.F. Sheet: Of: COVERED ENTRY (BASE) 56 S.F. RI COVERED PATIO/LANAI 137 S.F. ci '� rrLOOR PLA n I V FLOORPLAN TOTAL AREA UNDER ROOF 2609 S.F. I-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. GRADE SEE PLAN * 00 : !,'• a z t. 16" (2) #5 REBAR FM01 SINGLE STORY FfG REINF. SEE PLAN F_F R 8" (1) 45 REBAR CONT. FM03 THICKENED EDGE (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WA' RECESS AT GARAGE OF GARAGI DOOR. EXTEND .6" BEYOND F.O.M, EACH END, TYP. I - GAR. FIN. FLR. (K) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR DR UNLESS NOTED OTHERWISE REFERENCE FMASW FOR STEM WALL OPTION 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE y . OPTIONAL CURB FOR VARIES LAPPED MIN. 6" AND SEALED. .��-,—F.F__ __ MASONRY 0 ELEV. 0' -0" , , �•e ,, 2 4" 2500 PSI CONIC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS W/ (1) - 45 BAR CONT. •• ° , ' OF FIBER PER CUBIC YARD RBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 ' rt �• * "-` FOR RBERMESH OR NER-41.4 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR �• BARRIER & TREATED FOR TERMITES. "': Vx ( 2 STORY: 20" X 20" 3 •. INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO REINF. N W (3 - #5 CONT. BEAM W/ (1),45 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC SEE PLAN , ►„ ° ; o; d'° DOWELS 17" EMBEDMENT W/ 25' EXT. ABOVE SLAB. ' 16" (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING 5 RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE ON PLAN. 1/2" = 1'-0" FM®2 SECTION @GARAGE 1/2" = 1'-0" 6 U N.O. NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENpING SITE CONDRIONS, FOUNDATION MAY HAVE TO BE STEPPED DO G.C. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. ALL SHALL BE MIN 12' BELOW GRADE 8 FOOTING 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY '. li ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2D00 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL UFTS NOT TO EXCEEDING 12".THEFOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF2000PSF. j; ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE. cQi �' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3 - #5 CONT. JOINTS 10" O.C. TYP. 18" (2) #5 REBAR =1'-b" FM09 I SECTION @ GAR. DOOR 1/2" -1'-0" 2x BRG, WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE PLAN LIZ 4" 16" 4" 245 REBAR FM11 STEP DOWN BRG. 1/2"=1'-0" FM12 STEP DOWN NON BRG. 1/2"=1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o y TYP. SEC. ELEV. 0'-0" WITH CURB (1) #5 BAR CONT.�� L (G.C. VERIFY) 00 , -I I z .. ., , F.F. REINF. M m �•-r --_- ,�.• .(SEE PLAN) 2#5CONT. INSTALL LINING • 2 #5 BENT BARS W/ *' '� ' awi w MUDDED FLR. MIN. 25' LAP SPLICE MATERIALS PER FB4R P2709.2 ° 16" SLOPED TO DRAIN #5 CONT. MIN. FM14 I SECTION @ RECESS SHOWER 1/2"=1-0" FM18 TYP. STEP FfG. DETAIL 1/2"=1'-0- ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5F CONT REINF. BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY S.IZE. DEPTH REINFORCING 1'-0" X COW. 1'-0" 2 #5 E.W. SOT. 2W' X 2'-0" 1'-0" 3 #5 E.W. BGT. T-6" X T-En 1'-0" 3 #6 E.W. OCT. 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BCT, 3'-B" X 3'8" 1'-0" 4 #5 E.W. 80T. 4' 0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 4'-6" X 4'-e" 1'-4" 5 #5 E.W. BOT. F-c" X 5'-0" 114" 6 #5 E.W. SOT. 6110" X 6'-0" S-0" LEGEND - INDICATES SINGLE -STORY FOOTING - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING #5 X 25" X 25" o CORNER BAR ONE N E FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2)#5 REBAR 16" AC CHASE 4/ PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3)-#5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/r =r-o" FM23 TYP. FND PENETRATION 1/2"=1"-0" STEMWALL SCHEDULE F OTING DIMENSION - MAXIMUM NUMBER/,SIZE 0 STEMWALL 0 LAT.F.C. SPACING (O.C.) F BARS HEIGHT (h) d ITd 2 STORY b 1 STORY b 2 STORY IN STEM WALL O'-0"-2'-0" 8" 10 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"3'-4" SO" 10" 20 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4). #5 BARS 845# 4'-0' >4'-0" • 5'-4" 16" 16" 48" qg W/ (5) #5 BARS CONT. 1182# 2'-8., & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL 0 SEE CHART ABV. -MAX, F.C. a n SPACING (O.C.) AA", W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR ® STEM WALLS GREATER THAN 4%0" (1) #5 HORIZ. CONT. TIED TO a a EA. VERTICAL REINF. B " a FIN GRADE-8' MIN. + TO TOP OF - STRIP FTG. COMPACTED CLEAN FILL " s! IN MAX 12" LIFTS STRIP FIG. W/ QTY OF "MIN. COVER tl REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND VERT. F.C. ABV, FDN, WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO FJE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #9 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'•0" 6.. TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. l *SEE NOTE 5 S. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR F001INGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE. UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS 2000 T200 11000 15600 21500 28OW 34600 425W 61500 13,101, 13, 0" 12' 10" 1' 8° 4' 0" 3, 6" r 4' 8" n 1'4" 3' 10" 4, 0" n 3' 8" FM19 Y T TYP.3 -01 CORNERS HOSE BIBB o I FM 3 FMOI - `o 3, FM11 FM11 I ■ i F2.5ga F2.311 1 2 ❑ Q I I I I STEP ON. 4" eo ro ■ I N , I � I I 0 1 3 ( (, l I TUB ; 'I ■ ' �, W.C. UNIT' l Q7 LAY, LAY �\ rr = 7� ; ;� i; aD I c Iddbo I - -- - - a-- r' �-k" LAV 8" 3' 1 1' 11" o l W.C. _ l TUB S YLES VARIES I O I VERIF' DRAIN „1 o <, I LOCItON 'v ;3X4 1 F.G. SHWR_ I I I`on ■2' 2,l 12 10" . - - ° 24' 8" I , '[G � �, -�_"p• I;; �D/W LLB-�jj , ' N v ''�r-0� )� i SINK`: I 12' 11" i - --f ROVIDE CHASE o FOR HVAC UNIT , VERIFY LOCATION 0 7' 011 3'0" o I I COMP. UNIT 3 ■ i ��I ( I 0iJ. ; I I i3;r r — 1, �� I I WASH r l L I I L _- , `-------- ---- --- ----------� ---'-Mtn JH-"-'-----'-`-� I. _ /f 2 ' � - 00 ----------------------- ON. 4", ' .STEP F FM11 F2.5 I 31 I , 3 I FMO2 '� 3 mZ N I , S a ; STEP ON. 51h" I l ;0 , l o I I C.J. a `-------------------------------' m _ _ _ , ao , 3' 8" T 0" 2' 8" , ( l � o � I l F2.5 I ----- ------- -- ■ I � ' 1'4" `v FM03 m FM09 N. II i, REVIEWED F®HOSE oo BIBB CODE COMPLIAN -------- ---------------- - - - - - ■ ■`'--------3-------------- ST. LUCIE COUN Y " n (2)#5 BARS W/INS®CV EACH F.C. TYP. @ EA. 2' 0" 8' 0" 2' 0" 16, 0" SIDE OF OPENING 2' 0" 6' 4" 13' 4" ,010.1 20' 0". 19' B.. 49' 8" FOUNDATION PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS `®\��t��leasteNa � la�0 W N QrGF E� '' . J O1 •, �f'•.'• "F1'�' CI F E S\\®L < i T T s E 0 m I T2 m m C e 5 —2 IS "N{ N W _ mm" F �i �m � mxaa Lo,, U�m IJi ii (A63M € WM w a LL w vLL�Le Q ®���� a a i ¢ 0 ¢.n 1 6MIS m m 6_ E' IL B O J Q y � Be ,rt'°-� �a�6,g WNN'.FDBEIV6.CON ❑ ❑ ❑ Z o Z N OO Z Q y a — C4 Z N m 0w� N c a rLn � J U N E . =yFN �Q a N�3 dm i■ 4\D LMS HOMBS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: i 0 `r C ei 0) W (n rn 'D t0 c�8 b�D N L 00 m � se U pt7 00 a 0 _M j LL^J :�D/'Y � o '/ J W V J U) 0) 0_ V1 Model Name / Number: 1820 ® I Plan Issue Date: Monday, August 10, 2020 ® KA PROJECT NUMBER: 20-5254 Sheet: I� Of; FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S,F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APR CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 NVAC CIRCUITS A/C (A[ R HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP. 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = 00 x 24,010) = 9,604 + 100%OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 1 1/2" VTR TO SANITARY SEWER EDGE OF WALL 9 ch 2X6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL TERNATIVE PROTECTION BARRIERI N.T.s.I PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR L BIBS BIBS INSTALL FAN INSTALL FAN BOX PREWIRE WPI OX PREWIRE GFI INSTALL FAN - ----- --`- -------------- BOX PREWIRE �'.?\ —`--- - ----- - __---,4 r , , I , ' CM I � II o *GFIFI ° I ° a \ / r - L --- --------- -- ------ GFl. "", 1 tid 1 �- ,. FAN ,w , INSTALL FAN / \ PREWIRE 1 y ; BOX PREWIRE 0 \\ ' I I ' o , I 20 GFl GFI GFI GEl GFI O- - ISP �.. / 220. r----- — — — — —— MICRO/ FOR D/W HOOD )� I GFI /GEN. OF WALL Li z VERIFY r, LOCATION WE 1 WP IN FIELD ` 1220 DISCgNNET GF1_ _ _ L - = - J AMEN I ITS �I GFI GFI LM I PB GFI ' '- ELECTRICAL 20 W.H. /42" AFF l PANEL i TTIC ELECTRIC _ _ / IF -RFQ'D--- BY CODE / - ....I'-TINSTALL FAN w v ^ ..•I BOX PREWIRE I zz- DOOR I io �/ 7 _—._ _ -.�� BELL 1. z m GFI GFI V1 GFI @ i WP om o 42 AFF GFI u+ a m a FOR GARAGE FOR GARAGE ' p o w OOR OPENER DOOR OPENER z m. \"_______________________, „ u u 4 G91 @ COACH 4411 AFF LIGHT 1 ' COACH -____ --�_� ---------------------COACH LIGHT - COACH LIGHT .LIGHT NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44' AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6.. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL. DWELLING UNIT PER 6th EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE. STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED- 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W IF THE OUTSIDE EDGE OF A SINK. THIS. WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E400214 AND NEC 406.12(A) 15, RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR $ SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT $4 FOUR-WAY SWITCH lJ lJ $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n U n IJ ri TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET I, W GROUND FAULT INTERRUPT W 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET 0- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL [Tv T.V. CABLE OUTLET DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING ` O THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING `BATH FAN W/ LIGHT I G INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAMEASUNDERGROUND WITHELECTRI AL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/D ALUMN. IN 2" CONDUIT METER 'MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # W COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONSAS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE, LOCAL POWER CO. REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY sOCG ''?�OlW Nare SE Q JO OBI y s''/'sl✓�f�'?OFE S\O R m FI gg $ m �.pi q co 55 wF ttl pNppp (O m as �4 LL 4g. Li ui vi sg 0= �5 a a ¢ i p 13 _;H. WS2i zr Q m m w s z-.19 un di . 8 IZ J N W o3 g 5' L) Wwx.FoatNG.COM ❑ ❑ z — o z o z , a. r Z N I /�n�' m W y 4� W O 1 0 m w c T6 U m -NE 1 W LO V d ©p P ¢ CN o °u I �Im 6 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 c DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: a n' n O o a zc ro LU � + � e i o) to M m b0 N • • J N m a 75 O J ED � M O N W JMW(nDD N ♦ Model Name /�� Number: 1 120 Plan Issue Date: Monday, August 10, 2020 ♦ KA PROJECT NUMBER: Y 20-5254 Sheet: /■ Lit' Of: ELECTRICAL PLAN TEARING @ ENTRY TOP OF BLOCK , - — r— - — ro FIN_FLR. TOP QF BLOCKS 11 FIN 2'-0" Ims 48" OFF RIDGE VENT 48" OFF RIDGE VENT W iD 25 SH TOP OF BLOCK FIN. FLR. 6 TOP OF BlI LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR. RIGHT ELEVATION TR" SCALE: 1/4' = 1'-0" 12 6t— LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH FLR. ,- o ------- W'DOW HEAD HGT ■ 25 SH LiTE TEXTURED DECORATIVE CEMENTITIOUS COATING L : 25 SH ■ LE--. (2) 3050 SH 2280 FRENCH 0 REAR ELEVATION SCALE: 1/4" -1'-0" bo g ' OF BLOCK_ 48" OFF RIDGE VENT °P io 33/2 SH W'DOW HEAD 12" X 24" DECO VENT VERIFY STYLE W/ BUILDER VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net eq Inches of venting needed equally for Intake and exhaust TAPERED VIN WRAP 2'-0" COLUMN DETAIL SCALE: 1/2" = V-0" 8' X 7' 16 PANEL 16' X 7' 32 PANEL OVERHEAD DOOR OVERHEAD DOOR 12 6 48" OFF RIDGE VENT sN0111OWN Jr 'Q?NSE6 F l a N C d 0 OD ��w N x ssda FA Lj a� 3 M — _ TOP OF OCK s g o a 's o PE s� W m O � U��m Z �w ao 2 .0" �.r2s"'e 0 t- � w NfMV.FD$ENG.CDM ❑ � ❑ WQ 4 e z o z N Mail Q _ v FIN. FLR. 5 — n c Z N m ai y LEFT ELEVATION "CR" 2 w troy SCALE: 1/4" =1'-0" Q ic C/1 mgj 4 OD >co 4 Q i C e0 {C a ADAM$ HOMKS FLORIDA CONTRACTORS LICENSE 140. CRC1330146 3000 QULFBREEZE PARKWAY a OULFBREEZE, FLORIDA 32563 € DIVISION LOCATION: REVIEWED FOR PORT ST. LUCIE CODE COMPLIANCE PV I Job information: ST, LUCIE COUNTY BOCC g }, A Cr 14 ERG. ® ENTRY O - — - — - — - — - — _ m v TOP OF BLOCK : Z Ti LO m _ � W'D W HEAD HGT a ' a� 4® ® v c-I M J d ® U ,.. LU BD �o � J Im n Cn Lo 12 N VModel Name /Number. 4 _ _ 1820 N FIN. FLR. =' - — - Pian Issue Date: 3068 DOOR W/ (2) 1068" DBL 25 SW LITE TEXTURED. DECORATIVE a Monday, August 10, 2020 S.L.AND 16' H TRAN. ABV CEMENTITIOUS COATING mV KA PROJECT NUMBER: DOOR STYLE MAY VARY g REFER TO SPECIFICATIONS' 206-55254 T FRONT ELEVATION TR" o she : 5 Of: SCALE: 1/4" =1'-O" fl ELEVATIONS SEE DEl G.C. TO PR( BLOCKING W/ APA RE( FOR SPAN F 7/16" OSB. SEE'HIP/R BLOCKING" 93 W a 2 ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS 1515/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS 20'-0" MAX 20'-0" MAX . T803 Q EQ. d w O CONTINUOUS BOTTOM CHORD FIDE4 BRACING 2 X 4 MIN. SEE DETAIL TBD4- - - "X" BRACE SEE DETAIL TBO1 v 0 COMPLY :OMENDATIONS _ ATING OF _ _ - 0 iDGE DETAIL _ z m d o Q Q V EQ. TOP & BOTTOM CHORD GABLE END BRACING @ � 1 4'-0* O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FT, Q ------------- ------------------- ------------ 4 FT. i , 1 � 3, �' O .O 1 ' � I - O 1 i 5 F1. 4 FT. O O O 54. 4 FT, O2 ----------------------------------------------- I O 4 FT. I -- 0 '-----�----Z---- -- - - -- O 4 G O - -2------ 04 3 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE. J NAIL ATTOP PLATE TWO ROWS@4"O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) © NAIL OPENING PERIMETER @ 3" O.C. W18d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD U NAIL INT. AT 3" 0-C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND .6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". ALTERNATE PANEL. WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOIN TO ALLOW 16GAX 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. INFIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15132" OSB EXPOSURE.1 (2)-2x TOP PLATE 15/32"OSB BEYOND EXPOSURE 1 - SHEATHING SHEATHING. II II _II I II II II II II II PROVIDE 1 II BLOCKING AS II II REQUIRED PER - - SECTION X-X IF I I NOT FULL II II HEIGHT SHEET ;All 11 II II 11 I II II - © LOOR SYSTE - 1 _. 11 _ 11 . _ II I II II II SOLID 2x w 11 1 II 11 II I BLOCKING @ ALL III 11I II II II I SHEATHING y III I I II tl II I EDGES (SEE o ai 111 II II II I SECTIONX-X) N� III III III OPENING II 11 I I - - - II II II HI III III II II 111 11 11 II _ - IIII ,-, I r- II II III 2x STUDS II II I111 BEYOND. III I II 1111 11 II II 1 SEE PLAN 0 w III I I I II I II I II II I I bN' b III I I I 11 I III II - II II I W LL SHEATHING 2X4 P.T. BASE PLATE BEYOND 2x RIBBON VERTICAL HORIZONTAL SEE PLAN OR BLOCKING WALL ELEVATION DIAGRAM BETWEEN "S" = NAIL FLOOR SPACING SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 42 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA, END. NAIL I FLITCH PLATE TO VERTICAL I /4" 1 S 12" W/ (4) 8d NAILS �- -S7� ,12„ ------ - (2) ed NAILS @ 3" O.C. 5 S 12" ALTERNATING STAGGERED SIN NAIL EDGESPACING QUELL NAIL EDGE SPACING 3 BLOCKING SECTION x-x 'CONTRACTOR TO INSTALL EITHER 1 HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE - U TYC - 44,HE, HLIP POIE 454 a FRI HETEA.11IIIIIIII.O5 . 19)mm1v2' .11. NI a Ia III LIP PER I ", I., IIII/Herat: wl roe, vm r/" gFRR 111.111.1E4i99i,E"n ig /m/R / AOF? PERTREO MrI IIIIOIIREI.. aFRI. 1 Ih 1 Ioa.I ux It a ¢VS^ w uM/R IF NI/ III/ e1D"nu4.1 11E) "'I BIG'DE§. f Ila /, I/M/A , xA/HET"Ic l"e w 4111III.E (E) ..In 1111011 1 I vmn7m / / l I a 1 Mr a"/m/R 1, :E oRI 1 3 nt II Jn 11a h u r rt )J I um/an/R s IHIRI II/ RE2F11 1 / h PERTe wu IF, qX g3"vv III IF' 4 o PER IDu:4 A MWp q an uisx[ _ g/E4I3019' s e R a a s m u +UDs Dxa ixc, mxxecmu< FI1O EFFEI. 6 1 V F t 1"-0" RG W LS RA K F ME j Civ 1 y�G C3V 3V h 2) (F)2 "' OF 2 2) LA 1 11 11 1/ csv c5v 1684# UL EXPOSED TO WIND 1684# UL AOB A07 10'-0" CLG 3/12 VLT 3/12 VLT A06 D D 10'-0' CLG A03 A02 A01 A01 A01 3/12 VLT 10'-O" CLG 3/12 VLT I 10'-O" CLG 8'-0" CLG VALLEY FRA11PNG BY OTHERS UL 8'-0" CLG D02A C 10'-0" CLG 10'-0" CLG C B01G EXPOSED TO WIND IV-0" CLG 1 3/12 VLT 3/12 VLT TO W-0" W/ KNEEWALL BRG. 8'-0" AFF SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF SYP CONNECTOR B FASTENERS SPF SYP HETA16w/(9)l0dx 112'OR HTA16wl(10)l0dx I l2' OR OFRAMETO MASONRY HETA20 w/ (9110d x 110 1810 HTA20 V (IOIN x 112. 1565 1570 ©. F RAME0 H2.5A M (10)8d NAILS 535 560 RT7Axd (1018d NAILS 515 585 O FRAME TO H10AWI(18)lWd 110 1015 1040 RT18Aw/(17)1Ddx 11DI 895 1020 FRAME H10A-2w/(18)10dx 117AT2 PLYTRUSSES 930 1080 RT164w/(16)10dx 1 IWAT2PLYTRUSSES 111 1060 D TO MTS12,,(14)IGdx11/2"(ATEXTEWOR 860 MTW12w/(14)10dx11/2'(ATEXTERIOR QFRAME FRAME LOCATION INCLUDE 13)12d TOEAILSJ 990 LOCATION INCLUDE 12d TOENAILS) INS 1195 OFRAMETO MGT w/(22)10d NAILS AND5I8" A.T.R./12" �� MLK:T15 w/(28)10M NAILSAND&V A.T.R. w/ 3330 4495 MASONRY EMBEDMENTW/SIMPSON"SET"EPDXY 3985 17 EMBEDMENTw/SIMPSON'SET' EPDXY TO HTS20w/(24)10dxl 12'(ATEXTERIORNAI HTW20w/(24)10dx 110tATEXTERIOR F OFRAME FRAME ' LOCATION INCLUDE (3)12d TOELS 11A5 1310 LOCATION INCLUDE (3)12d TOENAILS 1285 1530 FRAME TO (2)HTSnw/(48)10dx112NAT EXTERIOR (2)HIW20wl(46)I0dxl IWIATEXTERIOR F1 FRAME LOCATION INCLUDE(6)12d TOENAILS 2480 2820 LOCATIONINCLUDE(B)/2d TOENAILS(FA) 2570 3060 HOT.2W(16)10d NAILSANO(2) Sir A.T.R. HUGT2w/(16)10d A1LSAND(2)5/8"AT.R. 5 O FRAMETO W11TEMBEDMENTMSIMPSON"SET" loom w/12'EMBEDMENTW/SIMPSON"SET" 70M 9790 yj MASONRY EPDXY(HGT-3FOR3-PLY) EPDXY(HUGT3 FOR 3-PLY) E� OFRAME H TO MEER wl(18) IM"x TSDS WOOD SCREWS 3400 4725 RFUS w/ (12) WS3 WOW SCREWS AND 7100 TOO MASONRY AND (2) 112"x FTITEN HD ANCHOR BOLTS (q) 31V x W WEDGESOLT 0) LGT2w/ (10)18d SINKERS Jt FRAMETO 8(7)1/4'x 2-/M"TITEN2 1750 2030 v MASONRY ISEE NOTE BELOW) 993500-M3100.M FRAMETO MASONRY/ (2) LGT2wi(32)16d SINKERS &(14) 1/4" x 21M'TITEN(2 PLY TRUSS) 4060-M (2) LUGT2 W(32)16d SINKERS &(10) 1/4'x 3'WEDGE-BOLT(2 PLY TRUSS) 3100M 3240-F 37704' 3800.F 4520.F FRAME OR (29) l8d SINKERS FOR FRAME (EA) OR (32) 16d SINKERS FOR FRAME (EA) J3 FRAMETO MASONRY/ (2)LGT3 w/(2A)i/4"x3-SOS SCREWS 8 I8" S"TIYENSINKERS (2 4730M 8570-M (2)LUGTSW(24)1/4"x 2117M25 SCREWS B (4) 3/8 S fi480.M 7050-M o FRAME OR (52J 16tl SINKERS FOR FRAME (EA) 5010E 92) R FRAM (E BBBOf FOR FRAME ILA) OR (58118tl SINKERS FOR FRAME LEA) E 8480.E 7710E C O BEAM TO HU410 OPT HU0410 w/ (18)16d & (10)10d G#2680 HD410 OPT MD4101F W/ (20) 16d & (1M 10d G#3080 EEAM NAILS U#iS95 NAILS U#t950 'BEAM TO HU410 OPT HUC410 w/(10)TITEN GP4600 HD410 OPT HD41 DIF w/(20)114-x 3" G4366 ©. MASONRY 1/4- x2 3/4- & (10) 1 Od AILS U#lSX` WEDGE -BOLT B(10) 1 Od NAILS U#850 O BEAM TO MASONRY/ HU" OPT HU046 W/ (6)1W NAILS & G#1540 (12)1/4'x 2 314"TITEN (TO MAS.) U#980 GN3000 LM1135 HIM OFT HU46.1(6)1 Od NAILS & (12)IW'x 2.314"TAPCONS(TO MASJ G#1625 U#1030 G#2015 U0850 FRAME OR (12)18d & (6) 100 (FOR FRAME) SYP-F SYP.M OR (12)1W & (6) IW (FOR FRAME) SYP-F SYP-M FRAME TO (2) HETA160FT (2) HETA20 1920 1920 (2) HTA16 OPT (21 HTA2D 1870 Y� O1-PLY MASONRY wl(10)10dx I/2"OR 241LY wl (12)1W 2365 2365 1-0LYw/(10)tOdx112'OR 2-PLY Il2)16d 2430 D 14TSMIS w/(8)10d NAILS AND (4) 1/4"x2114" 955 1110 HTWM 16 w/(8110d NAILS AND (4) 14'x13W 1145 1225 0 TO TAPCONS WEDGE -BOLT W .16 OFRAME N MASONRY LSAND(4) 1/411211V Ms HTSM20 w/(IOlOd NAILS 1110 IL HTWM20W(1G)IOd NAILS AND (4) 1/4N1 W4' TAPCONS WEDGE -BOLT 1145 1225 O O FRAME TO H10Sw/(S)Sdxl 112"NAIL8AND(2)318W' 780 910 3:MASONRY TITAN HD OTT2Z wl(8)1/4'xl 1/2"SOS WOW DT&TZw/(8)IA'IA 1/2"WSI5WWD c O FRAMETQ SCREWS AND (1) 12'EATR. EPDXIEDW MIS 2145 SCREWSAND(1)1/T'RKTJEL EPDXJEDW/ 1510 ISM 00 MASONRY SIMPSON 'SET'(SEE NOTE#4) SIMPSON "SET"(SEE NOTE#4) E HTTS W(26) 18d IQ 1/2-AILS AND (1)5/S0 HTT45 w/(26) 16dx2117 AILS AND (1) ® FRAMETO A.T.R. EPDXIED w/SIMPSON "SET" 4376 6090 5/Se A.T.R. EPDXIED w/ SIMPSON"SET" - B005. ow MASONRY (SEE NOTE 94 BELOW) (SEE NOTE *4 BELOW) C HTT4 wl(18) 16d 122112"NAILS AND (1) 5/8' 0 HTT45 w/(18) 16d 12 IITNAILS AND (1) Z O FRAME TO A.T.R. EPDXIED W/SIMPSON "SET" 3B40 4236 51SER A.T.R. EPDXIED W/SIMPSON 'SET' 4160 MASONRY (SEE NOTE#4 BELOW) (SEE NOTE#4 BELOW) OFRAME TO H10S w/(24)tOd x112"NAILS 785 910 LUCLT1 Red R318d xi Ire NAILS 879 1045 0 FRAME O FAME TO HM9K7 W/ (4) lAIxt 1/T SOS WOOD 760 RrI SM W (0)10d x 1 UT NAILS & 1395 RM MASONRY SCREWS 8 (5) IXW 1/4" TAPCONS 760 1411W"x 1314"TAPWN9 1395 M 4O FRAME TO VGT w/ (t6)1/4'SR3-SOS WOOD SCREWS & (1) 516'6 A.T.R. EPDXIED SIMPSON "SET" 3555 4940 ONRY w/ w/ IT MIN. EMBEDMENT FRAMETO (2)VOTw/ 132)114W $OS WOOD SCREW$ -� O MASONRY 8 (2) SIPS A.T.R. EPDXIED wl SIMPSON 5170 7185 - 9ET"w/ 1Z MIN. EMBEDMENT 9 FRAMETO VOT W/ (16)1/4N3" SDS WOOD SCREWS & MUGT15 wl (22)10d NAILS 8 HTT45 w/ (181 Q 6 O FRAME HDU4-E062.5w/ (10) 114"x212.503UDOOD 3295 4565 iOd NAILS&(1)S8'SA.T.R.. - 4160 P SCREWS&(1) 6WW81A.T.R. WHTT5w/(52)I5TE2112"NAILS& (2) HTT45 W MI 16Cx212" NAILS a OFRAMETO Y FRAME (1) 5WH AT.R(SEE NOTE M) 4376 5060 &(1) SB18 A.T.R.(SEE NOTE#4) - 5005 S Dvucvel rnuuvcrre unrFs• 1. CONNECTALLFLOORMUSSESTOINTERIORBEARINGWOODWALL8IBEAMSw/(2)12d TOENAILS. E 2. ALLTRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. o _ p ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING "All '� ii & ii � R 11 SCALE:1/4" =1'OR 3 G.C.MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL CUT. q �g�a- d to 4. FOR SINGLE PLY TRUSSES. SCAB ON FULL HEIGHT SYP #1 TX4" TO TRUSS VERTICAL WEB w/(2) ROWS OF 10d NAILS @ 3" O.C. STAGGERED. § . N t0 OD S 1TMIN.AT.R.E48EDME @CMUBONDSEAMU.N.O. = s6 (~(pp ri & SCAB TRUSS CHORDWI4'-0"2x SYP /24MATCHCHORD LUMBER SUN) WI(2)ROWS 10d 4- FROM END 84"D..C. gELL1Qmc �. LL7 od OD MUCHEREP.CIBLE. AT WNNECTORLWATION PS y ; aj _1 MUCH AS POSSIBLE 1'd 4U�U 4 J LL I AO MINIMAL CONNECTOR UNO ON FRAMING PLAN @ y+Q W ,i y a W W 1. CONNECTION FOR ALL ROOF I FLOOR TRUSSES TO MASONRYWALLS/ UNTELS/ ICF WALL$ UNO ON PLAN p. ��� ti@G5E G. W 2. CONNECTION AT 24.OR 32'O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL. TO MASONRY '/I ¢¢& Ltya GGGVv zWALLSSEEDETAILFI.HIP JAFORMORE INFORMATION Em cQ a8 ix a3. CONNECTION FORAI.L HIP JACK(CORNER JACK)TO MASONRY WALLS/ICF WALLSILINTELS g, S-W� wn COO4. CONNECTION FORALL CONRNUOUSRIM BOARD TO TOPOF MPSONRYAT 32"O.0 MAX w/(2)AT EACH o w. WENm m mCORNER. GC TO VERIFY LOCATION DOES NOT CONFLICT W?JI OF APPLICABLE LAYOUT5. CONNECTALL FLOOR TRUSSES TO INTERIOR BEARINGWWD WALLIBEAMS M(2)12dTONAILSPo'E ZQ !i.OSMINIMAL CONNECTOR UNO ON FRAMING PLAN `p2.82.z" O O J 111 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR SEAM 1591 p © MINIMAL CONNECTOR UNO ON FRAMING PLAN v YNAv.FDSEN6.COM 0.� 1. CONNECTION FORALL TRUSSES TO INTERIORIEXTERK)R BEARING WOOD WALLS ANDIOR BEAMS y La (J I G z �11 ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2 -0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - NOTE TO FRAMER - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R, RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REVIEWED FOR CODE COMPLIAN& ST. LUCIE�+C/+OUNT`, I-.1'4"ROOF _I 'BOCC O.H. TYP 0 METAL DRIP EDGE + C.M.U. OR ICE WALL 2 x SUB -FASCIA o SEE TYP. WALL .----ALUM FASCIATim PH SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG _ 7 NAILS @ 2'-0" O.C. SECURE 10HANNEL @ 12' O.C. - CONTINUOUS VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/a°=1'-0" z n Z c - ul r N ��11 ,� Z W y LL ib O In IRA g (! co E w $ 3 = 0p N a Q Noh00 `iW '. I&A,\DAMS HOMB5 o I III > FLORIDA CONTRACTORS UCENSE NO. CRC133O146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 r DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: �D 0 0 0 N N cl O r m I- LL C L0 LI„ I o m m N 0 Gi z /'y'� W J 0) LD 00 a- p J w T7 o In IL. rn Jm0(n ♦ Model Name / Number: 1820 ♦ Plan Issue Date: Monday, August 10, 2020 c m ♦ KA PROJECT NUMBER: 20-5254 Y a Sheet: /7L Of o I N TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. ROOF PLAN V �IIV TEL CHAR I` W11 t 1�ili� Ltt�3=1Ft�1,##Q i `I ' ST DAltb.il,N L1NTEi'A�ir iEN,M "`'. Ci#AV4 ,G'MVM,_ C�D�1D. , I, albs` 2'-�0"B1^ttiSl 770 3524 j ,Tf�r.?tfUO.L -TYP. TIE BEAM W/3000 RSA. CONIC. W/1 45 REBAR CONT. SIMPSON SP4. W/(6) - SOd X 11/2 SPS OR SPR FOR 2K6 AND 2i8 WALLS On DOUBLE 2x TOP PLATE STANDARD HOOKSSEE. MSO5 FOR MORE INFO TYP. FILLED CELL W/3000 \ P.S.I. CONC. WA #5 REM VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL WMERAME WALL ,U.SYP/SPFP.T. W/ " X 8" U- BOLTS OR " X 6' EXPANSION RS OR (6)3" X 1/4' S OR8" HILTI TIX-ONI 2x BASE PLATE SEE PLAN FOR MORE INFO I I N.T.S. I n nnNl KirnTrnnr nrrnn 20"'MIN. LAP #5 REINF. BAR #30R #4 REINFORCING 7� BAR 1 10" 25" MIN. LAP #5 REINFORCING BAR #5 STD. 900 HOOK S IA► .I I ICP r'PI I�{yl OEIP SPI�I�IOEF SCALE: 1"=1'9"�" MIN�� #6 REINFORCING BAR * GRADE 40 U.N.O. #6 1 AP SPLICE MS05I REBAR SPLICE DETAIL - GRADE 40 I N.T S. I ATTACHMENT RE UIREMENTS SEE. TAPCONS SPACING #ROWS 2 x 4 1/4- X 22W 12" D.C. 1 2 x 6 1/4- X 2-%' 12' O.C. 2 2 x 8 1/4" X 2%- 12" O.C. 2 NOTE! TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST � �uNTEL a i (2) 2X P.T. ' BUCKS W/ ; 1/2' O.SZ. ' BETWEEN ; i r FASTEN Pr NAILFA TO MASONRY i IF DOUBLE 2XNAILER IS USED, USE 1/4'X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (AD 530) BEAM COMP it iI�23111111 Lr L•'..m .Ir cl TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN.IAP 25" (ACI 530) FDA MORE INFO 70P OF SLAB Ilk F .\i MS021 TYPICAL SHEAR WALL SECTION NJ O O O LINTEL PLAN SCALE: 1/4" = V-O" ALL ELEVATIONS 0:1 03 5 REBAR AT TOP MIN. (1) Rsov 14a CLEAR ' Y .p• x • C.M,LL @ GROUT •s RE9IR AT OOTTOM O OF LINTEL CAYIY BOTTOM RENFORGING 1 IWACIIIAL PROVIDED IN JNTEL NARIEer a• NOMn4AL MDTM TYPE DESIGNATION A • FUND MTN GROUT I U " UNFILLED r RE fG ANTTY OF •G BAR AT 1 BOTTOM OF LINTEL CAVITY SFlro-1B/iT NOMINAL UPPTM L pUANfrtt OF 5 NOMINAL NEIGHT REBAR AT TOP MATERIALS 1. 1c precast lintels = 3500 psi. 2. fc prestressed Ilntels = 5000 psl, 3. fo grout = 3000 pal w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A615 OR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. installation of lintel must comply with the architectural - and/or structural drawings. 4. Llmels am manufactured with 5"1/2" long notches at the ends to accommodate vertioGl call reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer With a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. 8. CasFlrnplace concrete may be Provided in Composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Wtel min. depths are called out on lintel plan. If contractor installs a deeper lintel than indicated on the plan, doing this increases the strength of the lintel and Is approved without engineering letter. If a smaller lintel is installed contact EOR for l. SAFE a LOAD TABLE NOTES 1 All values based on minimum 4" bearing Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing length Is less than 6-1/2'. Safe loads for all recessed lintels based on S" nominal bearing 2. N.R. = Not Rated. 3. Safe loads are total supedmpused allowable load on the section specified. 4. Safe loads based an grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast IlnleL 6. One #7 Reber may be substituted for two #5 rapers in 8" lintels only. T. The designer may evaluate concentrated loads from the safe ]Died tables by calculating the maximum resisting moment and shear at daway from the face of support. 8• For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads In units of pounds per linear foot mmow i, OWN "•Va� -"! ��. N' ILL i (� `0, Sf '••. F 1.0 • �� s�Zz `OROF£S&1• �'sirsy,TleitltEliilAA1 it `�� � c O m g8 to Z9 5 8 K d ~�j m Nre 00 AF g Gg F ro h 0 0 a b � �60 Q GBmB' mT'n�N$ w gy a$52 � Mma D• �a SNw Q QRmLL' a W c: Z $ � ° O opp 0 IL 2 E BHa 0 25 oo U) a aB'm 'I.Z O E iT '. WWW.FDSENG.COM ❑ Cl ❑ N U A Z O z N ry 3 c Z 4 Q' �. RQ ISrW U � Z N Di /) U M T y G 0 w g C b L!"1 4i o W � O N yp H g"v a C; e ra `I DA1VW HOMRS REVIEWED FOR FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CODE COMPLIANCE If 3000 GULFBREEZE PARKWAY ST• LUCIE COUNTYGULFBREEZE, FLORIDA 32563 z R_ OCC DIVISION LOCATION: PORT ST. LUCIE PRECAST "U" LINTEL w/ 3000P51 CONIC: -GROUT SHALL BE FLUSH VI Information: AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL .Job LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS S B R 10' STD. 90 HOOK HOOK g (TYP-) / N M 7 rc STD, 90 DEGREEAryOLE w B m 3000P.S.I. REBAR ON BOTH BIDES17 o OF OPENING U.N.O. CONC. W/1 #5 D TYP: BOND BEAM o y REM S" x S' x 16' K.O. ¢ OLO to PROVIDE KNOCKOUT •'�•� LINTEL BLOCK v BLOCK FOR FIRST /3WO P.S.I. S.I. d M COMPLETE CMU COURSE CMLL ONC. W N rn ' BELLij OW SILL & FILL SOLID REBAR g @ O W/ #s BAR FOR ALL t10 i WINDOW OPENINGS IIIIf ,X @ AND LARGE a-R. x 16" INDICATES FILLED CELL FROM FRB. TO is _ If ,' i s 00 d CMU U.N.O. BEAM WITH 1 #5 BAR MIN. c00 O 00 C { M '^ r^ LO N Model Name / Number: 1820 TYP. DOWEL 25" . Plan Issue Date: MIN. LAP (ACI 530) Monday, August 10, 2020 gVI KA PROJECT NUMBER: ' .. 0 20-5254 SEE UNDATION PLAN Y 9EE FOUNDATION PLAN FOR LOCATIONS Sheet: SAL Ot IVI801 I BLOCK WALL REINFORCEMENT Nr.S fa o TEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) Y2'x5' SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 "i v m OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X a 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "ill BOLTS WASHERS SET IN € FILLED CELL W/ #5 TYP. FILLED CELL " MIN. 5 PER JAMB. c VERTICAL oo ° SECTIONAL " O OVERHEAD ° DOOR CONT. P.T. #2 v v � r WOOD SYP 2" X 6" o r '+ TRIM 0 \`tttttt9SR! -�� P r.;• o\\\ L• a� q:.N E 6'•. 2"x6" P.T. WOOD JAMB c DOOR AND CONNECTION PER GARAGE SLAB o '% GARAGE DOOR MANUFACTURER TYP. GARAGE DOORAA'OFE55) TRACK MOUNTING DETAIL o o NOTE: DETAIL CD22 / 8-2 MAY BE SUBSITUTED FOR THIS v a O DETAIL- UNLESS NOTED OTHERWISE 2 n v MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. o _ T E a ry kN �dGR�_ :4' 1O $ � Dg rvm tJi W W 2 a gs��9t ONMNE aw. '?' ^ 5 0. Uj 13 - BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH ' v Lr a Z i � O 9 _ E cc o o o PERMIT APPLICATION PROVIDE BAFFLES o� m —BLOWN-IN R-30 INSULATION PER FORM SUBMITTED 12 AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR o �a Z N M m aa. FBC AND ENERGY TILE ROOF (PER ELEVATION) o a 12 WITH PERMIT APPLICATION SEE PLAN o 6 z PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT n $, g s °' r, },'�� W m° N SEE PLAN (FOR VENTED ATTICS) PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING rv. v ¢ ; & e� D El El www.FosErvGvlc m Z FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES 24" O.C. �@ (SEE STRUCTURAL NOTES i FASTENED TO TRUSSES PER ROOF 'r @ OVER APPOVED UNDERLAYMENT APA )r� NAILING SCHEDULE) 20 $ o o PER FBCR 905.1.1 OVER RATED SHEATHING PRE-ENG. WOOD ,; TRUSS ANCHOR (SEE PLAN) , � .ems ���"-�J`� `' "� SEE PLAN FOR ❑ £ Z w Z :' aa Q ._ B STRUCSTRUCTURAL NOT (SEE STRUCTURAL NOTES — - — - � 3 ¢ TRUSSES @ 24" D.C. FASTENED TO TRUSSES PER ROOF , BRG. HT. .o m NAILING SCHEDULE) ( —TRUSS PLAN) 1/2" DRYWALL FELT PAPER OR • • ° ETAL DRIP EDGE M )�!' ANCHOR (SEE �� �� ( OUTSIDE TRUSS PLATE 8 O m I 1 TO BE INSTALLID ON FACE 3/4" P.T. NAILER . • 2X SVBFASC[A (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR n ry _ LL "�_., . '�," `' �' • _ _ _ — _ — - — - — - •� SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS 44 w/ 2x4 POST UNDER EA v w 0 _ o METAL DRIP EDGE 1/Z" DRYWALL CURTAIN NAILER r H x H x 16 K.O. 1 x4 P.T. @WINDOWS n LINTEL BLOCK END OF SUPPORTING BEAM. 2 X 4 P.T. PLATE: �� KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 v �U — 0 - v) c (6 u5 D.C.5 \ = ALL 2x STUD 2X SUBFASCIA ALL 2xTOP 1 x 8 P.T. @ S.G.D. " O.H. W/ (1) #5 DIA. REBAR & " AND LATH WITH FINISHg ,�+,n M TONNECT PLATE WITH (4) SOFFIT. SEE ARCH. " 3000 PSI CONCRETE SEE ELEV. TYP.) ALL SIDES / i ( o (TYP-) FRAME FOR COR- �.Q \ h ro •'�L• U =1 E 16tl TOENAILS PLANS PRECAST "U" LINTEL OO �� \� NERS FOR NON LOAD F 00 ° it , 1/2" DRYWALL _ SEE SCHEDULE N a ° a ° \ \ BEARING SIDES NAILED / ✓ ° ° °'d - 5 v T SEE PLAN FOR HEADER SIZE v w/ 16d NAILS @ 8" O.C. a•° oo _ U N p L v \ \\a° o v /� Lv Wd s Qom, 15/32" OSB EXPOSURE i ON / \\ / O / rs 1/2" x s" J-BOLTS \ , ([YP.)4 COURSE HIGH A. F,F. 3 a �\ DAMS HOMES O.H. MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. (1) CENTERED EA. SIDE w/2" WASHERS \ i CMU BASE FILLED w/ CONIC o S ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" (-TYP) W/ (4) VERTICAL RENE W/ 3 PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44' MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI OF COLUMN PLAN Al -Al = 3000 GULFBREEZE PARKWAY u CONC. ALL LOCATIONS N SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN " & FLOOR PLANS L ~ DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN u PORT ST. LUCIE LOCATION OF OPENINGS IN P SIMPSON LSTA30 SEE FLOOR PLAN N EXTERIOR WOOD WALLS. IF NO a w/11-10d TO BEAM FOR BEAM SPEC. ♦ Job Information: OPENINGS ARE INDICATED, FULL & TO FRAME BELOW STUDS ARE REQUIRED). t m NOTE; 44" MAX. SILL HGT. ON r a ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL ry W/ SCREEN N CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SILL NO FINISH 7/8" THICK PER ASTM u `� C-926-98A PAPER BACKED FOIL R-4.1 u r INSULATION AT CMU BLOCK WALL N FOR 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM EXTERIOR FINISH - MORE INFORMATION). SEE 1/2" DRYWALL SUBMITTED WITH PERMIT (SEE ELEVATIONS) z c ON SHEET 6 APPLICATION FOR NAILING INFORMATION FOR - FTG. DOWEL #5 DIA. REBAR a L IJ rn R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. 17" IN CONCRETE - 25" EXTEND (ACI 530) ABOVE ' -��p iO M ''•' AND ENERGY FORM SUBMITTED BASE NAILER SIMPSON HETA20 cD r6 pp 2 w i 2 x 8 A.B. OR 1/2" x 8" TITEN / / ( SLAB. ALL LOCATIONS SHOWN Al Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO ��OLUMN T. LUCI E COUNTY L WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE""����\\ ON FOUNDATION PLAN • OR 4X4 POST w/ 2x4 UNDER POST m -' m U m MIN, FROM END - SEE W507 WOOD BASE EACH END OF BEAM R(� (�oo '^' I— W '0 FOR TERMITE SHIELD E ; SEE FOUNDATION PLAN FOR ' `^>' �+ t O SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP OF STAB — - — - — 2 X 4 P.T. PLATE 3 o coLo u- J v / v .. BOTTOM BE s ♦ Model Name/ Number: — * — • * — "— * * —� . .T • — ' *� INSTALLEDSTRAPS INSIDE 0 F N - GRADE COLUMN. DO NOT BEND ° °r.� GRADE o STRAPS UNDER PLATE. ° x \°1r : \�° ° 1820 _ PLACE STRAPS IN FILL ♦ Plan Issue Date: CLEAN _ - 3 ` 'SEE PLAN FOR - N RE '" CELLS w/#5 REBAR 'r �' .:1O II COMPACTED > > ° -BAR QUANTITIES T. FILLE)D w/ CONCHS E PLIANB FOR � FILL " °' ^ • ;•, SIZE. TOP OF COLUMN BASE - Monday, August 10, 2020 SEE PLAN SEE FOUNDATION 2'-0" AFF g ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN - 16" FOR PTG REQUIREMENTS PLAN v 20-5254 s NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS - UNLESS NOTED OTHERWISE T a Sheet: �_� Of: DETAIL WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"-1'-0" WS01 TYPICAL WALL SECTION -8" CMU 3/4" 1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS > 1. STRUCTURAL - SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE N N N EXTERIOR SHEATHING ' ATTACHED PER NAILING ' SCHEDULE TB13 ON o SHEET 6 STUD ANCHORING: m STUD TO TOP PLATE: m R-19 INSULATION AT EXTERIOR SIMPSON SP4 w WOOD FRAME WALL PER FBC a, AND ENERGY FORM SUBMITTED 0 o WITH PERMIT APPLICATION 2 X 4 SPF o (WHEN EXTERIOR WALL IS AT 16" O.C. N EXPOSED TO INTERIOR SPACE) € 2 X 4 P.T. STUD TO BOT PLATE: , SIMPSON SP4 a`> u, N 0 , LINTEL m NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. '.. FOR SHEATING TO BE FLUSH H BLOCK FACE r \\\\\\\1410�4 !!! WIT s" CMU WALL ``\\\\\� 0�0 N WF21 KNEEWALL @ ENTRY FRONT WALL 3/4" 1'-0" Q Z S �0 ca 0 P PROVIDE 2x4 ON TO Z5 OF 2x8 TO BLOCK OUT 2 ROWS 12d @ m r q'•..... \\\\ TOP(2)LATE 12d NAILS O.C. 3" O.C. TOOUBLE P PLATE ��frdff, Ro tia s (SOLID BLOCK w/ 2x6) f- p ^� STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ Sd ` \ COMMONS @ 3" O.C. @ 2x4 STUD EDGE & 6" D.C. FIELD RUN PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE o � FULL SHEET FROM n BOTTOM OF FALSE BEAM OUBLE 2x8 $' NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR \\ TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE 5 STANDARD \\ \�` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD i \�`�1 ` (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN E GABLE FRAMING D T� I�` TOP PLATE W Ed 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 m p \I `� * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS)2x4 w/ 2 ROWS OF x ` 12d NAILS @ 3" O.C. TOP PLATE TRANSITION a WOOD BEAM SEE LO N OD PLAN FOR SIZE e, HUC210 HUC4100R (2) �m z PIPE OR DUCT w/ -DOUBLE 12d TO BUILT-UP COLUMN N € . $ g �` " Le + +I wQ PENETRATION THRU TOP SPLICE . �� ' SUPPORT COLUMN BUILT-UP MIN. o - I+ +I N TOP PLATE w/ MORE NAILS @ 8" O.C4EACH2PLY d v b " a Q 9 ti o_ a w o THAN 50%OF TOP ROWS12d �`'" ° 0� 2X TOP PLATE TO o PLATE WIDTH INSTALL @ 3" D.C. i (SHOWN AS 4 x 4) v P Z r W v GABLE END W/ 16d 3 SIMPSON PSPN516Z , , (2) SIMPSON HETA20's .�"5 5 W $ m m BE m p NAILS @ 6" O.C. D. W/ (12) 16d NAILS TYP. � 4f w/(12)-16d EA. TO COL d � s � 8 � W ,� � Gr'' m m pr TOP & BOTT. 4! () v ' c $" +--- - +-+ BOTTOM SPLICE {,, CENTERED (13) SOd NAILS o a v ° N v a C y NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TYPICAL BLOCK a ` _ s Q 8 ° p + + a-rsz.. + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL �, Ea TO COL. a a d S SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ TIE BEAM W p 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO ^°En WWW.FD$ENG.CDM W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS 6i�/ PLATE W/ PLYWOOD . ,,,///��� NOT REQ'D. WHEN QT SYSTEM IS APPLIED z o SHEATHING t COVERING NOTE: z N PLATE LENGTHS MUST BE AT £ Z y LEAST 8'-0" LONG. TYPICAL o ¢ in GE15 FALSE BEAM AT GABLE END N.r.s. WF17 TOP PLATE SPLICE DETAIL CD04 1'-O" C� 3/4"=BEAM RAISED ENTRY MASONRY WALL N.rs. G Z N V1v LL - ru 2x8 SYP #2 o w n n TOP & BOTTOM n o— a V V `r.L/ ATTACHED W/ o V) c (1) ROW 16d 2x6 SYP. #2 ` V) NAILS @ 16 O.C. RIPPED " �� U INE W BOX HEADER DETAIL ' cgs c * CRIPPLES MAY/MAY NOT BE PRESENT. a ONO m lic in 3 Q IF ONLY (11 KING 7/16" O.S.B. VERIFY HEADER ELEVATION A [DACVtS HOMES (1) JACK USED AT EA. SIDE Q EACH SIDE OF G.C. TO 2X BLK'G. O.S.B. OPENING W W/ 2 8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(I) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE PAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS PER SIDE INTO CMU AT (D=U.146',L=3")UR EQUAL DE FACE) (D-0N 80EACEH&1/2I' OR EQUAL DE FACEI =EINTO 0.162--,,L=31/2I)OR EQUAL (D JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) 1 (2) (2) 10'-0" - 6' 3 4 3 4 HEADER ANCHOR A� NAILED TO TOP PLATES,. HEADER&JACK 'v FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY HEADER SIZE No. & s[zE of &GRADE RA EACFH ENDFER v GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LETA 30 DIVISION LOCATION: BEAM SIZE v NOTES I CONNECTOR REQUIRED 9 PORT ST. LUCIE LI ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY. PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) (3) 16d SEE PLAN SEE SCHEDULE 2 Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. SP4 AT COMMON FOR WLL 2X CRIPPLES @ 16" O.C. D 24" 0 C NAI LS(TYP) HGT. W/ SIMPSON SP2 TYP. TOP AND BOTTOM 2-ROWS 12d NAILS ' a WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED@ g 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS > 15 LESS THAN 12" USE 12d NAILS STAGGERED HEADER PER LOCATION �I► LSTA30 STRAPS AT EACH @ lz" 0/C FOR 2 x 10 HEADER N O STUD WRAPPED OVER OR GREATER r, TOP PLATE & NAILED M FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES TO HEADER EACH SIDE .o 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FILL ALL HOLES [N DOUBLE 2 x #2 Z c FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) 7/16" OSB W/ 6d NAILS @ STRAP S.Y,P. HEADER W/Un ,° p 16" O.C. TO SIDE & TOP NAILER 1(2" FLITCH PLATE REVIEV, D � uJ m lad NAILS @ HEADER. (U.N.O.) Y "• 2x W/ (2) 16d TOENAILS s"o/crYP. �i®DE Ci®IVYI�L.i,AV vLO EACH END TYP' REQUIFILLINGANDBLOCKINGTENEDT AS DOUBLE 2x 4 REQUIRED FASTENED TO STD 9 11^'E./�®uw�TN,,, 1 LV V J c Z �/ l a 2x4 SPF CO00 NTINUOUS BLOCKING CRIPPLE STUD HEADER W/(2) Rows V �tl Y 3 /�/�/�00 3. V O ATTACHED TO 7/16" OSB W/ O TYPICAL N.N.O.) OF 12d @ 16" 0/C UNLESS NOTED OTHERWISE BV V V Q `^ ' ^Un v' V J (2) 8d NAILS. SEE DETAIL ABOVE Model Name / Number: "T F.F. NOVF SEE ELEVATION FOR ROUND / 2 x 4 STUDS TYP OVERHANG ; ,: • SQUARE TRANSOM s 1820 SIMPSON HTT4 W/ (18) CIVIL,CMU 16d NAILS & A 5/8" 'pVI Plan Issue Date: EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. GARAGE �FNfN d� BOX HEADER Monday, August 10, 2020 W/ (2) A35 STEP DOWN Vj KA PROJECT NUMBER: EACH END $ *HOLD DOWN CONNECTIONS FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOT SEQQ/UIREDT@u BEARING p,T. BOT. PLATE s 20-5254 7'-0" MAX NOTE: FOR OVERHANGS LESS THAN 6/8" • NO REPAIR REQ'D. WINDOW OR DOOR OPN'G N Sheet: S-3 Of: WF39 1--0" ♦{/ MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. TRANSOM DETAIL AT ENTRY 1/2" WF09 WALL HEADER DETAIL o TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" 0 C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN - 12". ATTACH 2x OUTLOOKER O.C. TO TRUSS WITH FOR OR EQUAL TO 45° O KS S REQUIRED. O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. MINIMUM 2"x4" 8d NAILS @ 4" O.C. WALL AND ROOF SHEATHING, SEE TB13 CROSS BRACING a ". 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR - l BETWEEN TRUSSES @ 48" O.G. MAX. FASTEN EA. 9x4 SYP L BRACE FOR LOCATION) , z-- �' , BLOCKING NAILS GABLES 3'-0" TO 5'-11" TALL. TRUSS w/ 312d NAIL END FOR ' _ACE -, GABLES 6'-0R AND TALLER. 2x4 SYP CROSS BRACE ATTACH L BRACE w APPROX. 8PR0 C. NAI RIDGE • THEN AFTER C 312d @ EACH FEND & @ 12d NAILS @ 4" 0. ai CROSSING AT 45 ANGLE. GABLE TRUSS m (NOT REQ'D WHEN GABLE IS 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT m RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) a a TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. m (3) 12d W/ 312d TO CHORD (MIN BLO K PLATE NAIL GABLE TRUSS PER JOINT ' 1ST 4 BAYS) TO TOP PLATE w/ N 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- , f 4 BAYS 'T. PLATE ANCHOR BOLT o NAIL OVER X-BRACE AS SHOWN- -' Al 46-" AT 48" O.C. MIN. 0 INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE ` CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB MASONRY WALL E n m NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE y SS w/ 2.12AND 1 TS13 FOR ATTACHMENT TRUd RU 2- I OVER JACK TRUSSES, SEE d TYPICAL CROSS BRACING DETAIL IN T.S- T11302 TYPICAL CROSS BRACING DETAIL N.T.S. S JO-10dx11/2" NAILS PLAN. SIMT11301 FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" TOENAILS 0 5 �ii\\i® \i1S!!itl WOOD S GABLE2x4 BLOCKING w/ 2-12d (GABLE PROVIDE 2X4 MIN. BLOCKING AT ESDS ND TO PLATE TO TRUSS w. 2-12d \\''•��,`\��1�..,• '•� CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMP" H8 w/ E- Q.: DNS BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS N 6 NAILS EACH END TO TRUSS TOP @ @DUTCH GABLE N�' N CHORD O �Y( U t 12 eN r GE01 GABLE END BRACING N.T.S. A TRUSS ALTERNA7ET0BL0CKING PRE-ENGINEERED VERLAP TRUSS BRACING e r y 1 •'~ • F .. • ,,• WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP 0 ° s A -----_ TRUCTURAL SHE PACE mf�0FE5gyA G.T. ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 2x8 SYP BRACE NAILED DROP GABLE END TRUSS ,o TOP CHORD WHEN REQ'D NAIL TO TOP CHORD SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE & LOOKOUT RATTERS FOR O.H. GREATER THAN 12" u TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSES HIP 12d NAILS @ 6" O.C. AND NAILING SCHEDULE TRUSS CHORDS 3'-4" IN. F OR SHEATHING DETAILS USING 10d NAILS @ 4" O.0 FOR 12" AND UNDER - a 0 P MAX 24" SPAN (EITHER G.T SPACE BLOCKS AT 24" O.C. m m SIDE OR BOTH IF REQ'D) 2X4 SPF BLOCKING @ PANEL EDGES - NAIL SHEATHING @%" O.C. (2) 12D NAILS MINIMUM 3 12d O STAGGERED w 8d a �_ 2 v ° a N ROOF AT 12" O.C. MAX PER JOINT MIMMUM 2"x4" SPF OR ,• STRUCT. SHEATHING �^ SHEATHING SEE * SYP TRUSS BRACING SPACED AT 10'-0" MAX 2x4 SPF CROSS -BRACE "� , �. 7/18" MIN. THK. - 0 ❑ „ N to F W w .-I 00 r TRUSS CHORD `` @ 48" O.C. - NAIL w/3- 12d AT EACH END & AT CROSSING AT 450k ANGLE TRUSSES'. NAIL W/8d COM. @ 3" O.C. EDGES & 6" h - m Fg F 'n allo 00 Q 2X4 BLOCKING (GABLE END) �. O.C. FIELDLo n w HIP TRUSS , BETWEEN TRUSSES .II CONTINUOUS 2X4 SPF `, ' w �,� Q _'� a Lq W LL`F SPANNING TRUSS S� iaioa0x H$/2 2x6 SYP 2x8 SYP (4) BAYS 2x4BL NG@4 D.C.D TO ;�'` 2x4 BLKING @ 4" O.C. w/12d & 2-12d TO CHORD ?• F. GABLE TRUSS " Y `o s ? $w z o g 6 = n € r = o M ~ P�gN� IUR��u� z m o m °1€ 7 =ak l! G8 ❑ N TB03 HIP RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T-$, CHORD BRACE 2X4 SPF BLOCKING GE04 a &ate of J W/ 12d NAILS BETWEEN TRUSSES ,° p /10 ❑ Q ❑ 8" O.C. @ 48" O.C. MAX. �' J•-'FwwW.FlJSLNG.COM (2) LSTA18 � 0 CONTINUOUS w/5-10d x 1 1/2" TO � -- � SEE DETAIL STRONGBACK & 8-10d 2x6/2x4 SYP ' I' NAIL GABLE TRUSS w Y Z o g STRONG -BACK TO "T" BRACE ,. TO PLATE w/16d @ 4" O.C. c s N '° ti N z ¢ TRUSS NOTES: 2d NAILS EACH 3 (\,'L, @ 8" O.C. TOENAIL TOENAIL EA. 2x8 �' f) a W 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND GRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT 3-12dLEG TO PLATE W/ & 1/2" X O.C.A.B. @ q$" . MIN. c .a U Z I• N THIS CONSTRUCTION LOAD SHOULD BE LIMITED "", HGAI /(8)SIM1/ - HGA10 o 0 IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT �,'. , '�/ f ` " SD OR X 1 1/2" SD$ OR EQUAL • s.°. m m ,,,///��� ` =9 �' LL CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL / 2x6 KNOCK OUT COURSE - U ❑ m •.. (OB,CB,BB) MAXIMUM. PLAN E u LATERAL BRACING SPECIFIED BY TRUSS MANUF SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-D" O.C. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLEO AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT _/// 2X4 "T" BRACE (2x4 SPF) GABLE BRACING DETAIL 4 BAYS �i w �O C boo 4. ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.SEE S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 4j SEE TYP. TRUSS BLOCKING DETAILS o w t p I r, SHEATHING GE04 "T" BRACE CONNECTION @GABLE END W/ VOLUME CEILING 3/4" 1'-0" GE03 GABLE END BRACING w/ VOLUME CEILING N.T.S. � = U 3TO4TRUSS ;4ASSH0WN C ALTERNATE TRUSS SPACES DIRECTION ID `•' o Q N o �0 l.M �F W • • m L7 ftUS w pyqq pqq ��L/qI ryp��e DAI IS HWMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS NAILS TO SECTION TO EA TRUSS 0 a .2 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE OF (4) SOD 6-6 REQUIRED Q RAFTERS GREATER THAN 8'-0" c 3000 GULFBREEZE PARKWAY BEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN PLATE STOP TAP BPIATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-EN6.TRUSS SECTION B-B VARIES w ROOF � 2X STUD WALL SEE PLAN SLOPE : POR S L C /• y . CONV. FRAMED RIDGE \ \ / / / H ♦ Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 (4) i2d WHEN IT LANDS SPF 48^ O.C. W/ (4) 12d \ 2X4 SPF BLOCKING \ \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS TOP & BOTTOM OR H5 OR 2x8 BLKING. NAILED � EACH \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTSITS REQUIRED 0 RAFTERS GREATER \ / N B THAN 6'-O•' \ \ 2x4 SPF BRACE / \ @ 48" OA. - NAIL w/(4) \ `A COLLAR TIE \ 12d AT EACH END & EVERY 3rd SHEATHI(- RAFTER \ \ ALTERNATE DIRECTION \ \ r O m 2X4 BLOCKING BETWEEN CB ; CUTS TRUSSES W/ (2) 12d NAILS ® EACH END, CONT. EACH PAY / ( / , TRUSSES R EVI EW E Em a O 0) G TB 2X4 SPF W/ (2) W]X3-1/2° RE WOOD SCREW EACH TRUSS / / SEE PLAN ;. ,... "_ a Uj ALTERNATING DB OR HB S O.C. / / C®DE COMPLIANCE N U) M BLOCKING PRE{TUG. TRUSS \ ST. LUCIE COUNTY ro > 4) o = y STRUCTURAL SHEATHING CONT. ROOF SHEATHING FRAME ARE CHORD AT ALL HANG FRAMED AREAS TYP. \ \ \ / / p ^ BOCC 7 V 0 N H S U SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / s O J W o B (USP MP4) @ \ \ / / 0 r( /^'� '� ^/� J V / 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ 12}12tl NAILS @ DIAGONAL WOOD 2x8 N2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING " ♦ Model Name / Number: AT 8'-0" EACH END MAX TRUSS 2x6 RAFTERS 02'-0"O.C. \ \ BETWEEN TRUSSES Y N/ w MAX. W/ 13)'12d COMMON @ 24" D.C. MAX.w/ / \ TOENAILS TO RIDGE BEAM WALL BELOW 4 ®2 W \ / , ,\ (3)12d EA. END (TYP.) _ 1820 �S 10DAN (SEE PLANS FOR TYPE) X Fr -0 0 C. MAX CONC. MASONRY SEE PLAN m ♦ Plan Issue Date: COMMON TOE NAILS TO RIDGE BEAM 2X4C0NT. AT STEEL OR WOOD T & 5 CHORD BEARING SUPPORT 1/z" SPACE Monday, August 10, 2020 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING ♦ KAPROJECT NUMBER; @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE GA 20-5254 SHEATHING INFORMATION °�' d Y 2x4 S.Y.P. @ 16" O.C. s rn Sheet: A Of: o TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS j 6" Ii E THERMA-TR'U INSTALLATION M KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY. JAMBS. 6" SPA EVE lig 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3„ n 3„ 3a 3a 3n j13" - - - I JILL=, r I 3,r 3" 3" 3n DOUBLE DOOR W/ SIDELITES 3A /E x I^ 6„ 'PACE :VEN LY 1" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 11-0111 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB r m z I n -1 a1 I' F- Ir v y d vI o z_ Ie' 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. c" D" SPACE EVENLY it of Do 7" s to use In • SEALANT NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING \ MILS. 3/8" MIN HEADS. 8 PER SHINGLE. e Do SHINGLE INSTALLATION GUIDE '.. ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY ITEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND LOCATIONS) MINIMUM OFNGA80VE "OF 6" X B- H GALV. VER ICAL RISEFLASHING VERTICAL WALL FLASHING CONT. AT MEEWALL T ENTRY PLASTER STOP— T SEALANT ROO98HING SHI 6" X 6" H FLASHINGFLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN,) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/1.6" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT ' BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS �'�<1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU , THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S i lf2° fN7Y+1. AM1BEDAIeNT CAULK BY OTHERS 0"/4.,WTN1 OW' HEIGHT OPENINGTYPICAL FRAME WINDOWi 's; Douses ^F 3 Ind ,�GOW SHALL BE 12m ON l IN 110 MPH )OF HEIGHT U SHAU M 41NclIM Maxanum Faaeener Spacing Walt framing; (James, Head and 911) 025prues/Mne/Fir Dr es a ,Simone •... 010ziq/2" _ Strew ejQ Strews Molmum PWWAO r eta," 1-3/8" Mounting fin - Croes Section V iewRated BReiiar tf WIrdw Mmmum d] � y — ` P#eri"r Sheathing Note, We shong/yrocommend the use 00ash/ng and/orFeshtng tapes and sNpans assrared /rsAS7N E2211-0I. However, Our to wr/aMn in mdesandbu/Mby types, fl fs/eRup to the &W,sper to determfm mepwarkaheyahon of them items. LEAVE THE BUSH WW Call Before msta%" your window, the battle wrap may be peeled back for inspection, but forme re -stick the wrap to protect the blocks from screLdres and other damage until constnetwn N compete. Slept Messure to be sure the opening is 3W to 1/2' larger then the window sin both vertically and hodapdally. ' You may wish to m"011 the installation holes in she fin at Ns time. D&eWVOle p&pvq~ holes he me mounimg ft M &W are nscs%_&W#y Spa" correctly Step 2 Apply a generous bead 01 silicone to the backside of the mounting fin. tie enough sllimne to sufficiently fill all wills between the Ito and the wall sheathing - Step 3 iraertthe window into the opening from the oWstle. The window Is labeled "inside" and "outside°, but 1 these labels have been rerm wd, the glazIng bead should always be to the inside of the building, Stop 4 MOO sees under the sill, adjusting them until the u d is plumb In the opening. Shims should be Installed under the sill every 2 feet. The window should be basicafly centered in the operitnowith no more than 1/4'gap between the window and wall framing. Step 5 Mean a#10 x 14M screw 4 Aran the ceor of the fin at each end of the head, sill and both mb$. Step 6. Instal the remaining fasteies in 8" Increments from the co er sorews to the canter Meach harre member. Use care no t0 ow s- lghten the screws arid pal them though the fin. Also,. make sure the screws go in straight and do not am theframe to bow Wall framing shoes be a mannuln of #2 Sprucs/PirWFir. Fasteners should be #10 screws of suffide t length to achieve 1.318" pfflepation add W wall and no less than 1/1"Ran edoe of timing. FastHWSOuanbbes needed In each side of frame to achieve /"maung oAFrers hielrther !0" 1st' 26' LC16L SO' Se' 66" 74" 82" 90" 98" Number ofPastesrs 2 3. 4 5 6 7 `e 1 9 '18 11 1 12 1 13 Step Remove eeeas silicoo` oen Our6om around the fin and Inspect for holes or wds. Use silicone to fill my voids. Sep 8 If desire, a foam Insulation can be aposs! to the interior gap between the window and was Ara nirg. If applied, Mlsmustbe me NON EXPANDING TYPE EOAN. Step 9 Sims: these windows are typically used In moms with high red*^ is; bathrooms, it is recommended diet the Interior gap between the window and wall framing also be sealed with sillome and tooled so as of to mtefere wish the installation of wallboard, tie or tom. Step 10 Omar all construction Is omplim, remove the bubble wrap from the inside and oursideof the window. If necessary, dean the docks with a Mot dosrigent anti warm water using a soh cloth. Failure to follow these procedures will void any and all warranties. o,�Neaa�aen \N N ®9,0W ''•. Q ' e<''taS 6 e r W i' �. N = Wiz ti A-iORESa1 �i«��effKfkEl14?ftfL V C O 2 GENERAL NOTE: � 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. E 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. a m 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. ITS F On OD �m Ss �xk�m SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION 8 -9z p$G a AND CALL OUTS. w o r�sms'a&` 2 Product Approval Submittal Affidavit Building Address: Contractor: 3. o _ � 2 ° o, m Building Permit: �@fgg z� -8 o c �NB O o � �.N Product Design Manufacture Model # Attachment Approval # $fig m 6 P 3 PieSSUYeS Method s e P� VNaN:TD5ENa.CgY 000 Roofing: m 0 n 1st Choice C LINTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 z a NAILS. 3/8" MIN HEADS. 6 PER SHINGLE.. z ON W/ 3/8" MIN PENETRATION THRU SHEATHING S Q. 9 d � ROOFING VENTS: z N h m m Cll y <L Florida Metal FLAMC0 "Off FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 - Products Inc. -rid event" "FROM EDGE AND 4" D.C. TYPICAL MAX- ;, ROOFING UNDERLAYMENT: E c o O c um IVru ,`! 1st Choice TAMKO BUILDING AMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND fL12328 RS S LTSAT R ATTACHED IN ACCORDANCE WITH Rso5.1s � 2nd Choice U E Overhead Garage Doors:Soo a 1st Choice +30.0/30.0 PAY 18w7 2"z6" P.T. WOOD JAMB WITH FL16546.1 -2 OD It d © 0 (5)1/2" DIA. x 8" "1" BOLTS °ate° Im 4 N d a a 2nd Choice 40.0/-32.0 CLOPAY 8 X FL15279.36 Swing Doors: ADAMS HOMES S or 1st Choice +07.0/-67.0 THERMA TRUCORP. FIBERGLASS 0 GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN.12" D.C. THEREAFTER. THE DOOR FRAME SHALL FLORIDA CONTRACTORS UCENSE NO. CRCIS30146 2nd Choice +167.0/-67.0 THERMA TRUCORP. FLUSH FL20461.19 CUTSWING I BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL2046i.23000 GULFBREEZE PARKWAY BOTTOM OF INTERSECTIONSAND MIN. 16"O.C. THEREAFTER. (TYPICAL a GULFBREEZE, FLORIDA32563 Siding: DIVISION LOCATION: 1St Choice +47/ •146.3 The Tapco Group 7" StaggerTERNERS ed ARE GALVANIZED STEEL ROOFING NA'�AL 'ITLONGIN SWITH 1/8" DIA. SHANKS & 3/8" p HEADS FL20403.17 PORT ST. LUCI E Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 2 N.A. N.A. N A' VI SHALL BE BEYOND WALL DRESSING Job information: WI w : _ 1st Choice +40/-50 MI WINDOWS 3540 SERIES Sin le Hu (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 13A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.1 R9 a $ E Y I� �� +AO/-50 MI WINDOWS 35 6! SERIES Single Hun (flange) FL 17676.8 R9 HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 48 SCREWS FOR NSTAOF ILLATION THROTH. TO UGH 2x BVIDE UCK USE EMBED.8 WOOD SCREEWOOFBUCK: w �^ ' u "a , �^ Cory Ib/fi PLI A IBC +40.0/-50.0 MI WINDOWS 3540 SERIES Picture w4ntlow FL18644.3 R3 SUFFlENT LENGTH TO ACHIEVE Ssh" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. N V-U CI ^i COIF ",. C N i Mullions: r lass— B®CC 1st choice MI wlNDows Mullion W1926 Vertical FOR 3/16' ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVEA 11A FL 18504.1 z M> MINIMUMWITH 1" MINIMUM EMBEDMENT WRH 1" MINIMUM UO N O) 1926 Horizontal FL 15804.2 Mu'llony DISTANCEEMBEDMENT m Fixed Glass" " > 3 g Z m 0- 1st Choice +60.0/-50.0 USI N13DLOOWCSK 825 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11d" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.3 R3 WITH ALL HOLES NOT DESIGNATED U pJp 2nd ChOICe FOR TAPCON SHOULD m O J WBE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE .rc 3rd Choice 5/8" MIN, EMBED. INTO WOOD BUCK. M W LLJ 80ffit: Model Name /Number: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED FIT5OFFIT 1 1/2" NAILS 10"O.C. tin LENGTH FL16503.4 R-3 1820 �; Hurricane Panels: Plan Issue Date: a 1st Choice 48 PSF EXT/ HURRICANE STORM PANEL MFG. INC. 24" Ga. Gelvanizea DIRECT MOUNT. TOP 1A'-2D MALE PANELMATE W/ , WINGNUTS AT 121h" O.C. BOTTOM /4"-20 SIDEWALK FL16293.1 Monday, August 10, 2020 $ d V KA PROJECT NUMBER: 46 PSF INT. Steel Storm Panels BOLT w/,POWERS CALK4N v `4 I have reviewed the above components of cladding and have approved their 20-5254 use in the structure. (Architect or Engineer of record) �laf�-laf�-u.�� sheet: S_5 of: Name: Carl A. Brown Certification Number: FI. # 56126 C°' t;:: t.;. Name: TODD M. BORN Certification Number: Fl. # 82126 'ST, L.0 MATERIAL Name: Luis Pablo Torres Certification Number: FI. # 87864 8 REFERENCE INFO (PSL) MECHANICALLY FASTEN AS /''' FOLD UP WEATHER FLASHING REQUIREMENTS - NECESSARY IN CORNERS THROUGH / RESISTIVE BARRIER fi WEATHER RESISTIVE ,. THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING TEMPoRARILYSECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS _ DOOR ROUGH OPENING /WEATHER TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior 4fRESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior TAPE °� EXTERIOR SELF -ADHERED FLASHING 314'-1'e D OF 6ONSTFL SLOPE covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or SHEATHING BY LAPPING DOWN ADHESIV TO BE APPLIED UNDER 03 in: 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOISTAND UP THRESH LD OF DOORAND RETURN (0.6 cm : 30,6 Cm) TDETAILSbarrier, insulation, or for aesthetics, including but not limited to, veneors, siding, exterior insulation and finish systems, WAIL BY6IN. UP JAMB .USE,L ER NAIL BRAND PRODUCTS S U OR EOUA . USE LIQUID PROOF CAULKING SELF -ADHERED FLASHING architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER SE F-AD ERED FLASHING EXTERIOR' for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such 6 RESISITIVECEMT.. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL R DECKING Jols7s ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material UNDER TAIL W G SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to met the g (SEE DETAIL WP07) m SELF -ADHERED FLASHING { requirements of the exterior wall envelope as described in Section R703.1, m a a WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based m HEAD PLASHING TIE-IN INSTRUXTIONS: Detail InStru CtlOf1S sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather RIM JOIST Grade D paper. The individual layers shall be Installed independently such that each layer provides a separate resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive s 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. o resistive barrier o 1 PAPER 1. Install self -adhered flashing in order as shown by b 3, Fold weather resistive barrier back over head flashing and 1 numbers Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to seal with tape 2 A 2. Install flashing and Weather resistive barrier to form water Shedding laps or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially E ® 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. n 4. Split the release paper using the ripcord (Split release on demand, Scale: NTS - - R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize SELF -ADHERED FLASHING SELF -ADHERED FLASHING water into the wall cavity or penetration of water to the building structural Taming components. Self -adhered membranes FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1WIP03 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with theWP01g FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER W P O2 CEMT F5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint „ „ expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant adhere to substrate using a square piece of flashing material (6 m x $ Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 71A. The flashing shall extend to the RUBBERIZED ASPHALT surface t the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: EXTERIOR SHEATHING i. RUBBERIZED Minimum) EXTERIOR SHEATHING 3DHESIVE TO BE BEAD OF APPLIED INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown b arrows FLASHING THRESHOLD O DOORANDRUNDER TURN FLASHING, SEE &HEAD ADHESIVE 7. Angle of corner may very, adjust folding Of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the SELF -ADHERED FLASHING 9 Y Y� j 9 9 9 Y g'' \� OWN REFER TO TECHNICAL UP JAMB 6".USE LIQUID NAIL BRAND FLANGED WINDOW exterior wall finish or to tight to comer Mechanically attached flexBbleaf ashingstshave hcomply wffler ith AAMA 712. ng with Section rig at exterior703.2 for qw winduent ow and door openings N\ ��• OR EQUAL WEATHER PROOF CAULKING ($EE DETAIL VdP07 LETTER ON CHEMICAL 8. Mechanically fasten as necessary p Qi E •• SCORED Y y shall be installed in accordance with one or more of the following: E •�. •• !, COMPATIBILITY g: (G\� pppty RELEASE PAPER -'a. -,,,� ; V ••6_ •-� 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the .E SELF ADHERED S LF-ADHERED FLASHING, �"� (eEFOREPOLDING,ScosE fenestration manufacturer's Instructions, In accordance with the flashingmanufacturer's Instructions. Where '-" Q O' Lk RELEASE PAPER TO EXPOSE FLASHING VERTICALLY D A MINIMUM 6" ADHESIVE AS SHOWN) flashing instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and V VERTICALLY FROM BOTTOM OF door Openings. Pan flashing shall be sealed or sloped in Such a manner as to direct water to the surface of the c �. 4• c3 O4', ' s THRESHOLD exterior MECHANICALLY FASTEN AS incorporate flasnish or to the hing ng or protection at theer ive he daandrfor sidesubsaquen# drainage. Openings using pan flashing shall ®A %f °•.,� •F L•.,: \` NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashingdesign or method of a registered design professional. d sss���Oo PROF E SS '0 SECTION -A f/ffff(Ilittlti a (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other appro ed methods. A SELF -ADHERED �A A-., 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FLASHING O v/r-j w\ FMA/AAMA/WDMA 400. 9 2 0 2. At the intersection of chimneysor other masonry construction with frame or stucr:v walls, with projecting lips on both 2 : sides under stucco copings. SELF -ADHERED FLASHING 5 y NAILING FLANGE 1 5 O 4 3. Under and at the ends of masonry, wood or metal copings and sills. 15 SEAL TOPS OF JOISTS DO NOT FLASH OVER 2 6 E UNDER DECKING 4. Continuously above all projecting wood trim. BOTTOM NAILING 8 w FLANGE (SEE DETAIL WP07) 8 m 1i 7 1 11 N�9 5. Where exterior parches, decks or stairs attach to a wall of floor assembly of woadfFame construction. g a 00 N00 SELF -ADHERED FLASHING /� SELF -ADHERED FLASHING SELF -ADHERED FLASHING [a 6- At wall and roof intersections. EIC103 i o� u HALF ROUND WINDOW W PO4 EXTERIOR DOOR WITH DECK W POO INSIDE CORNER W �" O € s G0 R rot 7. At built-in gutters. $ Q 9d m n;I mC nvlmnp W t0 m a SELF -ADHERED FLASHING,.,,,. ,. a-Qg 9.z aDECKPROTECTOR " m ' . 1 ;SHEATHING " iI`l�E *fita.� x �. w"'SIC 2r I� se�'67/$"Cement Plaster7/8" Cement Plaster Fin accordance with in accordance with P " sLL o '�20 � pSELF-ApHERED ASTMC926 ASTMC926 v wZ c o g" F_ FLASHING PATCH . _ - Felt backed metal £ 9 �" ° WWW.FDSENG.COM ❑ O ❑ Felt backed metal SELF -ADHERED FLASHING _ lathe in accordance 0ain accordance w O DECK PROTECTOR � . • : ' . with ASTMC1063 with ASTMC1063 ui Z o Building Paper g Building Paper z C (�� r %• . " . 7/16" O.S.B. - . ;, 7l16" O.S.B. DOUBLE Sheathing , sheathing cryry _ SINGLE JOIST �� i �' E r JOIST SELF -ADHERED FLASHING - - - Metal _ - Keep top edge N en M SELF -ADHERED FLASHING Flashing of weep screed To Q�.j _, LL 2" below p f W d 3" MIN 2 3 1/2„ block t0 0 .� o is Unperforated U - 4 Flange 7/8„ Vulcum O w O 5 Wasp Screed cauk bottomTW g cNif joint only Maintain V = N E Bottom of Metal Flashing F $ SELF -ADHERED FLASHING SELF•ADHEREDFLASHING �/�� APPLYALIQUIDFLASHINGTOTHEMASONRYOPENINGHEAD,JAMB,SILLIN We® Screed 3-1/2"Unperforated �S°o� H0.8362x;DECK JOIST IWPO7 OUTSIDE CORNER V V P 0 S ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W PO 9 1 14"" tD 2" Flange 7/8" Weep Screed c N as INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1/27Cementitious 2) a N o Sheathing Decorative Finish L ® DAMS HOMES o'• •'o, All inside and EXTERIOR outside corner will _ FLORIDA CONTRACTORS UCENSE NO. CRC1330146 0 CEMT. FIN. ° 3000 GULFBREEZE PARKWAY WIND U IT ' need to be miter cut and caulked all BUILDING PAPER Cement Plaster---GULFBREEZE FLORIDA 32563 a SLOPE SLOPE in accordance butt joints need to d + SLOPE 0.3 in : 2.0 in with ASTMC926 °',. ° ' becaulked using DIVISION LOCATION: 0.3 in :12.0 in over wood 2nd Vulcum caulk for all E 0.3 in: 12.0 in(o.s ern : 3os cm) 9 PORT ST. LUCI E (0.6 cm : 30.5 cm) (0.6 cm: 30.5 cm) Floor e VI Job Information: - uD -SELF-ADHERED FLASHING WIRE LATH REVIEWED FOR SELF -ADHERED FLASHING EXTERIOR CODE COMPLIAN N BUILDING PAPER CEMT. FIN. - IZ WIRE LATH ST. L.UCIE COUNTn 0 BOCC -1/2" Cement SELF -ADHERED FLASHING Plaster Finish 0 7 L c Block LO W ' t ' WIRE TH N 4 2 1/2" Perforated W y iA M ° ° Flange 1/2Wee cO o BUILDING PAPER Fl" 9 D ne BUILDING P PER Cement o, Screed H 3 Plaster 9 z co m over block r ® J I11J J r CO o EXTERI R Istfloor 00 L WINDOW UNIT CEMT. FIN. J m 0 (f) LOSlab Install bottom Model Name / Number: edge of weep screed 1" below 2 1820 finish floor YPlan issue Date: 2 OPTIONAL DETAIL dY Monday, August 10, 2020 2 3 3 Note: g VKA PROJECT NUMBER: ® The building20-5254 paper �)I Id metal lath s SELF -ADHERED FLASHING \ /� /Ifs ® SELF -ADHERED FLASHING EWP SELF-ADHERED FLASHING must be installed ovl'r the top Of WEEP SCREED DETAIL Sheet: of: CEMT. FINISH WINDOW HEAD V V r CEMT. FINISH WINDOWSILL CEMT. FINISH PARAPET WALL W P 1 2 the weep screed. SCALE: NOT TO SCALE N W P WATER PROOF DETAILS v s O 'c CZ ` � N Q U e� s on Z O_ LU LV ry H a 0 I w Z cn 0 57 cn 0 ry _ -w (I) UQc��I� Qo® �> In _J I Q .C) m -It FOR N e4 O CV >- BODE COMPLIANCE • • � m tY ST. LUCIE COUNTY Lu >_ Z BOCC Z G1 W _ I---<( Q ® D Q tY Rating Must have a minimum clearance of 4 inches around the air handlerper the State Energy code. All duct has an r=6 insulation value