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HomeMy WebLinkAboutBuilding PlansSTRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX TERMITE SPECIFICATIONS: EX OF DRAWINGS � R31S.1 CAST IN PLACE CONCRETE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CODE CRITERIA SHT No: TITLE BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE RENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" �, � L__, PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CO ON SEE SECTION 202 NSTRUCit ( REGISTERED TERMITICIDE). UPON COMPLETION OFTHE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A PLUS OR MINUS 1 ,AND HAVE 2 TO 5%AIR ENTRINME T, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OFALL TOP BARS OF BEAMS. RI FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (201-7) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: `THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. - NFPA 70.14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34.43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31S-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) NOTES: S. ALL REINFORCING STEEL /'STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A6i5/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530.13) A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECASTCONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR". REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS.DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT SAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE USING AODHIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD LINTEL PLAN PAGE. i 7HIGH STRENGTH SIMPSON SET EPDXY -TIC ANCHORING ADHESIVE WAS USED IN THE DESIGN OFTHIS PRODUCT. IFCONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION ARE REQUIRED TO BE FIELD TREATED TOP EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. WITHIN 24" A.F.F.INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE Bth. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE BE IMPLEMENTED, F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. EXTERIOR COVERING MASONRY WALL CONST. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE; R703.71. EXTERIOR PIASTER. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,.CONFORMING TOASM C90014, WITH A MINIMUM NET COMPRESSIVE (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES INSTAL INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C JOBS AND THE STRENGTH OF 1900 PSI (f'm =1500 PSI ) (B) LOCAL SATE AND FEDERAL BODIES PROVISIONS OF THIS CODE. 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT OF 30DO PSI SLUMP 8" TO 11". CONTINUOUS MASONRY' INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. LATH AND LATH ATTACHMENTS SHALL RE OF CORROSION -RESISTANT MATERIALSEXPANDED METAL OR 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG, 2+ GAGE NAILS HAVING A 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, ROOF RAFTERS LL/180 TL/120 7/16"HEAD. OR 7ZH" LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1 2" CLEARANCE. TO INSIDE FACE.. ROOF RAFTERS (W/O.CLG) LL/360 TL/240 AND HORIZONTALLY IREF. 2017 FRO R703.7 a 1. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS, FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM.., PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR 1-JOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. R703.7.2 PLASTER. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR *TL MAX 2" UP TO 40FT SPAN PLASTERING W/ PORTLAND CEMENT PLASTER SHALL RE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. **TL MAX 3/4" *** TL MAX 1/2" METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. R703.7.3WATER-RESISTNEBARRIERS. GENERAL ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL SHINGLE METAL TILE HEAVY LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) i. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE 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. END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL 20 20 20 20 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS I SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL SUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO i" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DIL 10 10 10 10 R703.4 FLASHING. SHIELDS. ALL HOLES OVER i" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIREDWITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. TOTAL (PSF) 37 37 45 55 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.. FOR EXAMPLE, ACQ-C, ACQ-D, BOTTOM CHORD LL (OPT) ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBAA OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED: ATTICS W/ HEAVY STORAGE 50 - EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. * ATTICS W/ NO STORAGE 10 • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, (NON -CONCURRENT) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24RV5. LAYUP 1.7E Fb=2400 PSI MIN.. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN • AT WALL AND ROOF INTERSECTIONS ROOF DECK: PLYWOOD GC/C-D, EXTERIOR OR OSB • AT BUILT-IN GUTTERS. - FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 25 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+j 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) 24.8 O (D a (•) 27.1 O 31.1 5 Q sQ + O 23.4 (+) 23.4 100 (-J 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 16'-0" x 7'.0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. S. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND 3OURNE DEBRIS AREA, CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING.. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT RECEIVED S-1 LINTEL PLAN S-2 DETAILS JuN 12 2020 S-3 DETAILS s Permitting Department 9t: Luele County S-4 DETAILS 2 € S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS 3 M-1 HVAC d o 01 T ar'0. O,g Iy 3 fL +"NS �< � 4 ,hC.-mil .• ` r o AA O: S (ATE OF AA elfI®8Il0 tltttw a i vF- a ~ U 3 8 v E ffiv pp gg co tvp E u C r m go € @�� D�nra ri ii t✓i PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0Inn SEE FLOOR PLAN FOR ACTUAL PRESSURES v "'r' `' a 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER BOTTOM CHORD DL 5 (PSF) it 15awul vi STRUCTURAL PLAN13 2 GRAPREFDELUMB R ANDICATED TS FASTENE S" AS RECOMMENDED' BY THE NATIONAL WITH FO ESTLATEST PRODUCTS ASSITION OFOCIAEryONTfONAL DESIGN SPECIFICATION FOR STRESS �PECIAL FLOOR LOADING :v� � .p ` �2 a M g a o a Y wad k, �0EW m m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD. DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: ��„ a$ Q�ao8 d WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. a BALCONIES/ DECKS 40 (PSF) -ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANSpo La4. BRIDGING FOR PRE. BALCONIES OVER 100 SQ:FT 100 (PSF) v e " 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 100 (PSF) s $, § IY Za L THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. F- E,a vrvrv, roservecav El6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES r 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY. THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) SUBMITTALS SHALL INCLUDE. TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF). ,� Z AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, B$ BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) 5 Q ,o LL SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) a Y UPLIFT CONNECTORS FOOT NOTES Z a $ v $. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG m i--+ TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOUz I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A THE TOP. LD MORE INFO. NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. a FIELD REPAIR NOTES E W� c m GENERAL NOTES: BUILDER NOTICE: o �tn = ¢ 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1 2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 2 / 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REiL INFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed In the titleblock of these a 0 N E ADHESNE.BIND R F N 08 E FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON i/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2.. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed ai PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information, Every attempt has been made to ® _ m 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to C) `R r yy THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to =' c u� - o INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. - ¢ o'S o h PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY the commencement of any work. The Designer/Engineer are not .CONTROL OF CONSTRUCTION SITE" responsible for any plan errors,omissions,or misinterpretations = DURING BOND BEAM POUR. undetected and not reported to the Designer /Engineer prior to o DAMS OM R 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the HI TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE ,..� 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'4"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the MASONRY AND (7yi0d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USEI(2) MTSM16 FOR UPLIFTS LESS THAN 172G#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISEinformaton found in these plans should be directed to our Quality FLORIDA CONTRACTORS UCENSE NO. CRC1330146 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM70 W/ (4) 1/4" x 11/2' SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OER Assurance Manager at 321.972.0491 immediately. No backcharges PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer v 3000 GULFBREEZE PARKWAY NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TOTAKE ANY ACTION OR PREVENTIVE MEASURES PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASONwithout advanced notfl-icatlon and approval by the c GULFBREEZE. FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made In accordance to the . n r terms of the agreement. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. PORT ST. LUCI E 16d x 24/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD L CATIONS. Job information: 61Aq 3 MASTER REVISIONS �.. DATE DESCRIPTION REVIEWED FORCODE COMPLIANCE Q ST. LUCIE COUNTY A Z \!jAMS HOMES BOCC w 0 Of Northwest Florida®, E H`SUm M o. FILE. COPY o J w 00 M 0 3`000 GULFBREEZE PARKWAY ULFBR I ZE, FLORDA 32560 9 � Model Name/Number: ® v 2265 VT Plan Issue Date: f o Thursday, May 14, 2020 V1 KA PROJECT NUMBER: u 20-3291 R40DEL 2265 2Ck L RSheet: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPUFr MARK SPACING CAP.(PIO TOP BOTTOM SPECIES NO. BWl 18' (2)16d TOENAILS (2) led TOENAILS SPF UPLIFT . SP2 W/ IGKOd SPI W/ (%lOd BW2 18" STUD, (6)10d PLATE STUD, (4)10d.PLATE SPF 402 BW3. is. (2) SP2 W/ (6)10d (2) SPI W/ 16)10d SPF 803 TUD 18 PLATE STUD, 4 10d PLATE NO BW4 I 16" (2)1ed TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6F10d SP1 W/ (aim is. STUD 6 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6)10d SPI W/ (6F10d BW6 i6" STUD 8 lOd PLATE STUD, 4 10d PLATE SYP Vs NO F BW7 12" (2)16d TOENAILS (2) 36d TOENAILS SPF UPLIFT BW8 SP2 W/ (6}1Od SPI W/ (%Hod 12" STUD, (5)100 PLATE STUD, 4)10d PLATE SPF 535 2 SP2 W 6 10d SPI W B 10d BW9 12" STUD, (6) Wd PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12' (2) led TOENAILS (2) l6d TOENAILS SYP 0 BW11 SP2 W/ la)-Wd SPI W/ (6}10d �' STUD, 6 10d PLATE STUD, 4)1.0d PLATE SYP 1 585 BW12 (2) SP2 W/ (6) 10d SPI W/ (6)-10d 12" STUD, (6) SOd PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED 2, TOP PLATE TOP OF WALL rL/--DOUBLE SEE PLAN ''� MASONRY WALL OR ICF WALL, SEE PLAN -2x STUDS PER DOUBLE 2x HEADER PLASCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/Si FOR NO UPLIFT CONNECTORS BRIG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS P TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION 1~ PLAN FOR MORE 2x P.T. W/ 1/2" AA 0 32- 1 C W/ 7' IN 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 0 32' O.C. 7/16" OSS PLYW'D W/ SAME EMBEDMENT W/Bd NAILS AT 4-oc SEE GENERAL NOTE #e IN FIELD AND EDGE. L TA . BRGWALL DEI GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. U 2. ALL STRUCTURAL LUMBER TO BE SYP.#1 OR SPF#2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO STUD AS INDICATED N BE 4. SP4, NDI AND CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPI AND IN SCHEDULE ABOVE SP2 INDICATED IN 6. IF'BW" 15 INDICATED SECOND FLOOR 845E CONNECTION TO IGNORED. SEE INDICATED 3. INDICATED DETAIL FOR PROPER CONNECTIONS FOR FLOOR TO TE OR 2 ST TS :TH I F 2 STORY E ONLY) FIRST FL00R CONNECTIONS. NOTE IS S OR S 0 PROJECTS FIRST FLOOR C ( Y) R 6. IF"SW" IS INDICATED 1HE WALL IS CONSIDERED A3HEARWALL AND REQUIRES MIN. 711W BEG PLYWOOD W/ 8d NAILS AT 4' O.C. IN FIELD AND EDGE TO (11 SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHMINVALLS, SEE RAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE a. IF THE BEARING WALL IS INDICATED WITH THE BW1. BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TOE NAILED TO THE H R N N N WILL PLATE AND THE 2. PLATE CAN BE ATTACHED HARD CASED NAILS AILS) AND IN NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. T I 9. ONE NAIL AT AN ANGLE"LO THROUGH THE SAID INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG TABLE LOAD. COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) Ci. Is) 2x4#2 SPF (4)-. 18d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2' 2145 SDS SCREWS 32x 4SYP #1 DR- 4-I6d TOENAILS 04 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2' WEDGE ANCHOR" & (8)1/4" X 11/2" 2145 SDS SCREWS C5 4 z4P.T.#2 5/8" ATR *" G=am = U 2200 SYP POST &(12)-W AI d2 - i NAILS & 6tl 6 x 6 P,T. #2 ABU66 W/ 5/8" ATR** G -12000 SYP POST &(12)-led NAILS U-23W 8x 8 P.T.#2 ABUSE W/(2)-5/8"ATR** G-24335 C7 SYP POST &(18)-led NAILS U-2320 FES 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5 W/ (14) 1/4" x 21/2' SDS WS & 5/8" EPDXY 5646 (WOLMANIZED IF ExT.) ANCHOR, OR ATR*' 3.5 x5.25 P.L HDU5SDS2.5 W/ (14) 1/4"x S.8E Fb=2400 PSI OLMANI7Fn IV F)rLI 21/2" SDS WS & 5/8' EXOPY ANCHOR, OR AIR*' 5645 010 3.5 x 7 P.L. 1.SE Fb-2400 PSI HDU&SDS2.5 W/ (20)1/4' x 21/2" SDS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) I ANCHOR OR ATR*** C11 5.25 x 5.25 RL, 1.8E Fb-2400 PSI (WOLMANIZED IF EXT.) HDU1SDSZ5 W/ (20)1/4" x 21/2' SDS WS & 7/8' EPDXY ANCHOR, OR ATR*** 7870 7 x 7 P.L. HDU"DS2S W/ (20) 1/4' x 12 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8' 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 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/SS 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" AIR 6" EMBEDMENT FOR 5/8" AIR W EMBEDMENT FOR 7/8'ATR 5. IF [C) 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 (1.811 MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON w. GUN APPUCATION NAIL DIA.IENGTH NAIL SPACING 8d 0.131' X 2'k" 0431' X 2 "A- SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" 0.131' X 3' SEE PLAN BLOCKING & TOE 0.148" X 3'/4" 0.131" X 31b NAILS & TOP PLATE 0.1".A" 48" x 3 OA31' X 31A S' O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148' X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK Lledd2d 6" O.C. GUN NAIL COLUMNS OAS2" X31h 0,131' X 31A" (2)16D(COMMON) SEE PLAN (3)16D (GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE 12) M1 058 FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS P 12" OR (2) SIMPSON HETA16 TO CMU D.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-2 x 10 #2 SYP W/ 7/16". CONNECTION: PROVIDE (2) OSS FUTCH PLATE, NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2 SIMPSON KT520 TO WOOD POST ROWS OF NAILS ®12"" OR 12) SIMPSON HETA16 TO CMU OL. TYP EACH AC H SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) OSB FLITCH PLATE, NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12' OR (2) SIMPSON HETAS6 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 111/4" LVL CONNECTION: PROVIDE (2) ZOE Fb=26DO PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 31/2" SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS P 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4'x117/8".LVL 2.0E THER 00 NAIL BEAMTOG CONNECTION PROVIDE (2) USIPSI, USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 1 SOS WOOD 1/4" x SIMPSON HTS20 TO WOOD POST S 0I O.C. TYP. SCREWS OR (2) SIMPSON HETA1670 CMU EACH SIDE E COL U.N.O. ON ROOF PLAN. (2) - 1 3/4' x 18' LVL 2DE Fb=28G0 PSI, NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETA18 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. HEADER SCHEDULE MARK HEADER SIZE REMARKS Ht (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 O 2 O - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 WI 112" FLITCH PLATE THIS SHEET H3 -2X1O #2 SYP SEE GENERAL HEADER NOTE #5 O(2) W/ 11r FLITCH PLATE THIS SHEET O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 VW1/2"FLITCH PLATE THIS SHEET H5 (2) -1 3/4- X 11 1/4 ATTACH TOGETHER W1(2) ROWS 114" X 31/2' LVL ZOE Fb=2600 PSI SDS WDSCREWS @1WO.C.TYP. EACH SIDE HB (2) -1 314" X 91/4 ATTACH TOGETHER WI (3) ROWS 114"X 3 112 LVL 2.OE Fb=2600 PSI I SDS WD SCREWS @16. O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2X4 WALL 2X6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 04 (2) (1) (2) 4'-0" - W-O" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 18l 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" o.c. 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. R/SH 2-R/SH (z c ) W1 T= L:1 I N J ¢1 R/SH R/SH 0 0 MLR. I MIR. °...o. O'S BATH 8'-0" CLG IV, N T.P. r ��M GARDEN TUB OPTIONAL FLOOR PLAN SCALE: 1/4" = 1'-0" 25 SH EGRESS I BEDROOM 41 ::1 Sr 0" CLG 3 � I X N 8'-8" 1'-6" 3'-5" I 2.2068 + 2668 8' CLG I w Y N R/SH 7 G) ' RI R/SH N ' 2-2068 2668 WS01 I 1 S2 BEDROOM 1 g 8'-0" CLG OAIM y IG:T. r N O I , O (n AL LL z _ W 0 N � u w ' BEDROOM 2 ! 4 8'-0" CLG (V -I I 16" PRECAST ABOVE W/ )i IBERGLASS cp N BW1 A.B. TTA.B. TUB /SHOWER in 1868 , UNIT 00 © 4 eD W M OBATH 3 H1 N 4,$. 2,$„ ,,4. 3, 8'-0" CLG 3450 SH ;4 ?� TEMP. ® m O O �s9 ° ry H2 H4 2568 5'-8" M IM M BREAKFAST H LA) 10'-0" CLG 2868 0 36" FLAT BAR TOP ON 341k" WALL 3'-6" 3'-11" 2'-10" ------------- DB�H 16" PRECAST ABOVE00 A ALAI BIDLu 0TD� y x U H3 N 8,_011 CLLGL w © 10'-0• OWNER'S ItEDROOM 8'-0" CLG n ©O A. I (2) 3050 SH AT A B ATTACH VENT N is , I cc �9 I R/SH 2-R/SH ei ATTIC ACCESS '-10"" - _ _ - _ , 3'-8.1 g.4" 1 ' ) LOCATE IN FIELD 1 22"X36" MIN. =I ' ;� I L ' - FAMILY ROOM I '__ KITCHEN 10'-0"CLG N 10'-0" CLG 4 R/SH z J R/SH I I I a Q ...,o.. IL . o- .°ILLJI I I 110�0 vzi N 1 6„ 2,-2„ IOIS BATH J 'o ' 8'-0" CLG` a 4 0 P'G 2 $" CLG ' v V-DROP cp 1210" CLG i 11'-8., 7_2. 2468 VANF�i�1 21II, 1 FRAME DOWN PRIMARY A/C LOC. AS PERMITTED BY I `, 8'CLG G TO , ' W 574- LOC. ORDINANCE 3'-6" \\ • 2-2668 R/SH ' B /SHOWER ° UTILITY b, 8'-0" CLG 1 , ` - N H4 W,H. N _ 2 (1) SIMPSON HTT4 H1 O BW3 REQUIRED BETWEEN MS03 MS03 C2. OPENINGS Sl 111-6" 5'-2"---------------- H ATTIC ACCESS 9 LOCATE IN H GOELD m 22" X 36_ MIN - - YES NO MASTER BA. OPTIONS 3040 (1) PC. RBERGLAS SHOWER IN LIEU OF LINEN CLOSET W/ (1) L.E.D. DISC LT. 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW q 2 CAR GARAGE H 8'-0" CLG N ________________________________________________ I 1 1 1 1 , 1 1 1 1 1 , 1 I 1 , 1 1 , 1 I i MS12 HOSE S2 BIBB i I OI I M poll 16 x 7 OVERHEAD DOOR 3.-0" 16'-0" (b 3X5 M 0 ' F.G. SHWR 5-SH 1 I 1 1 6" WALL HANSON BOX ' 1 1 3'-8" 5'.4" 4'-10" 036"AFT ; oFOYER 4 4 C2 BW3 I C5 DINING ROOM o ti 10'-0" CLG a AT 10'-0" I ~ 10'-0" CLG X DRYER VENT THRU ROOF Pot a 0 ' P39 S3 O Z❑ I- ' o ' _ _ _ _ _ ' LIVING ROOM MAX LICIT 35' S3 1 1 1 INVERTED HIP TO 10' 1❑ TER D UNIT 1 I VERI WINDOW TYPE ' B EEIN W LLS WITH ELEVATION 3068 3" X 10" 4 EGRESS CORNER \ (2) -1 " SIDELITES PROJECTIONS @ ALL LOC'S I \ DEL 26 SH , TRANSOM ABV. SHOWN \ T.O.M. 1 , MET. T'HLD , \ © CD04 ; ; O TRANS. ABV SEE ELEV. F21 ( \ 7,_4„ 7'-4" ^ 1 3,-0. 3,-0• ENTRY S3 ' \ 2�5 SH o I D�BL C�34 --------------- l D i CRAFTSMAN ELEVATION NOTE: AT ALL FRONT ENTRY COLUMN LOCATIONS USE THE FOLLOWING: PROVIDE 18" SQUARE BRICK BASE WRAPPING POST AS REQUIRED SEE ELEVATION FOR BASE HEIGHT ALIGN BEAMS WITH POSTS S-3 SEE DET. M803 ON SHEET S-1. 1 ATTACH EDTO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED 0 8" O.C. 0 ALT. BASE CONNECTION TO HTT4 (1) SIMPSON DSP EA. SIDE @ ENTRY ONLY 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B _ +27.6 / -29.9 +27.6 / -37.0 i '1 III ff ©. +26.5 / -28.8 +26,5 / -34.4 O +24.8 / -27.1 O +24.8 / -31.1 ® +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND i; FRAMED WALL 'g yN BEARING FRAME:'NALL HOSE BIBB ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS o SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR @ STUD SPACING AND GRADE. 8 MASONRY WALL E - s2 GENERAL NOTES E 1. R302.5.1 Door from garage Into house must be a minimum 13/81 solid wood door, solid or s honeycomb steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of r the building, exhaust to attic space and soffits is not ?1 acceptable. Ventilation shall be permitted to exit through 5 the soffit If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/24nch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15,9mm) type Xgypsum board or equivalent. Where the separation Is a floor -calling assembly, the E Structure supporting the separation shall also H1 protected by not leas than 1/2 inch (12.7mm) gypsum board. or equivalent 10 4. R312.2.1 Window sills In dwelling units, where the u; opening of an operable window is located more than 72 Inches (1829 mm) above the finished grade or •g surfaceY below, the lowest art of the clear opening P pe g x of the wind ow shall be a minimum of 24 Inches rn a O (810 mm) above the finished floor of the room In which the window is located. Glaring between the v floor and 24 inches (610 mm) shall be fixed or have openings through which a 44nchd[ameter (102 mm) sphere cannot pass. N m 5. R308.4.2 All windows within 2'-0" of doors and In 0 shower or tub areas will be safety tempered glass. n m 6. Ceiling for exterior entries and covered porches to Y to have 7/16". span rated OSB nailed per zone on S roof diagram nailing schedule or 5/8' CDX. 1O 1X T&G acceptable for substitution. g 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shell be weatherstrlpped and Insulated to a level g equivalent to the insulation on the surrounding d m A surfaces. N S. Laundry Note: (Unless noted Otherwise) Provide dryer vain thru roof max. Igt. 35'-0", washer& dryer units m (washer unit to be always on left side when facing Units) hanson box @ 36" SIT E "Q 9. Callings a for exterior entries and covered porches to be g Po 7/16" OSB On Underside of roof tTU99e8 Shall be o N attached to all framing members with 2x blocking c provided at perimeter. The OSB shall be attached W/ 8d A, nails at 6" O.C. field and 4" O.C. at edges or 7d screw c shank 3" O.C. field and 4" edges. Vinyl Ceiling to be attaches to OSB per manufacturer speclFlcations FLOOR PLAN ELEVATION "A" & "B" SCALE: 1/4" = 1'-0" 44aaaeealJerr f TUh'l���s� G `NSF ND 8 64 :cv ffT ll T&I Taa4 'MO i 7 F �C� N OD `a qR3 �Q.Vro 1G 1t _P m m r, �y m a .m a _ Ul .LL ry N ' W Z a 2 ro O $grt g= LL X2�>; mam:g-g r `v pg`;°'� WWW.WSENG.CdN ❑ ❑ ❑ Ce Nnt Z M S Q 0 LIZ d - y z' p E O W c m U 2NE - W sob i N!z 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v REVIEWED FOR 3000 GULFBREEZE PARKWAY CODE COMPLIANCE w GULFBREEZE, FLORIDA 32563 ST. LUCIE COUNTY ? DIVISION LOCATION: PORT ST. LUCIE BOCC VI Job Information: 9 a N L.L� O M a O r Y a 7 m W Ij E 00 Z R 04 I-�L) a o 0 _I LLI CM CM JM0V) a m ♦ Model Name /Number: 2265 O a AREA CALCULATIONS ♦ I Plan Issue Date: 1st FLOOR 2281 S.F. Thursday, May 14, 2020 KA PROJECT NUMBER: d TOTAL LIVING (AC) 2281 S.F. 20-3291 GARAGE 476 S.F. a Sheet: Of: COVERED ENTRY (BASE) 57 S.F. L COVERED. PATIO/LANAI 186 S.F. FLOOR PLAN TOTAL AREA UNDER ROOF 3000 S.F.. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GREINF. GRADE SEE PLAN * x N z � o 'g � I 16" (2) #5 REBAR FM01 SINGLE STORY FTG REINF. SEE PLAN — #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH, IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8" OPTIONAL CURB FOR F.F. _ VARIES MASONRY @ ELEV. O'-0" -' "— - - — W/ (1) - #5 BAR CONTI I I p I'.. 2 STORY: 2O" X 20" REINF, w W/ (3) - #5 CONT. SEE PLAN 16" (2) # 5 REBAR BEARING ci 1/2" = r-0" FM02 SECTION @ GARAGE 1/2" =1'-0" U Q OC N W N 0 FM03 I THICKENED EDGE 11/2"=1'-O" =r-o" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x ERG. WALL d IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL j RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR FIN. FLR. _"T- I - 4" 16" 4" t ALIGN DRIVE W/ BOTTOM OF '" p (2)45 REBAR RECESS & PITCH DRIVE w 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/21, EXP W/ (3) - #5 GDNT, 2 STORY: 20" X 20" JOINTS SO" O.C. TYP. 16" (2) #5 REBAR W 3) #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2" = 1'-O" FM10 INTERIOR BRIG WALL 1/2" -1,0" Zx BRG. WALL ; 2 STORY: 20" X 20" //(SEE FLOOR PLAN W/(3 • #5 CoNIT / FOR MORE INFORMATION) ' I fV c 4" • 16" 4' 2�15 REBAR FMIA FSTEP DOWN BRIG. 1/2" =1'-O" OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" 0 ELEV. 0'-0" WITH CURB O N (1) #5 BAR CONT. (G.C. VERIFY) 60 ,z , .- ' _, , , F.F. REINF. 2 (p I =1 SEE PLAN TYP. SEC. ■ _ ■71 (SEE PLAN) 2 #5 CONT. q INSTALL LINING 2 #5 BENT BARS W/ MATERIALS PER N MIN. 25" LAP SPLICE FBGR P2709.2 " q 14,' MUDDED FLR. 16"' SLOPED TO DRAIN MIN. • I' #5 CONT. FM14 SECTION @ RECESS SHOWER 1 1/2"=r'-o" FM18 TYP. STEP FTG, DETAIL 1/2' =1-0" , ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH • SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY ) CORNER BAR ONE N G FOR EA. HORIZ. iv REBAR, TYP. U.N.O. ' (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. , i FM19 TYP. CORNER BAR DETAIL 1-1/2"=r'-0" FM23 TYP. FND PENETRATION 1/2"=1--0" I STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (0Sf11 IN STEM WALL VO d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'.0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61S" >2'-0"-3'4" 10" 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" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'S" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL a SEE CHART ABV. -MAK F.C. SPACING (O.C.) , W.W.M. TO BE TIED TO#5 CONT.REBAR , (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B I FlN GRADE-8" MIN Y TO TOP OF ) n STRIP FTG. FILL MAX 4�> 12" LIFTCLES IN MAX 12" LIFTS IN STRIP F CI- W/ QTY OF "MIN. COVER d REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE EVIEWED FOR E COMPLIANCE LUCIE COUNTY , BOCC FILE COPY 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 c -VERT. F.C. ASV. 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 c SEE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM l #9 3AF 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 t *16" FILLING IS TAKING PLACE ' I 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" o 0. TALL (TYPICAL ALL CORNERS) ' 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS l , "SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE c PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 'cc 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-C" TALL j Y F NTS c n n u i u �ffpfffalery��+ S \ J. � tAo L y• # :U� ov L 3 J F_ ) ) ; ) J S W W I g go -4 w ik *h n g '6 a A �i fL iL Ci I u c�m 12 z m�mra a na a ¢LL'J' W fl� w�v ,py W y Ba 22€. ¢ Z Q 30 i F EInQ�cTi HEM un - o O N ..VMAN.R iRa TEO Z I SENG.COM ❑ ❑ ❑ m z m o WI Z a QNQ Q a Q � J Cl. 1 , y n z t!! [JI � — w I- , � o E (D lJ Q O w O (n Of m UO& (j�1 t- U o ' ' y OpD �. P' .• D C) - c It ao Q 0) 0 w Q m D `a DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O z W O 0 �M +O ' N V U no se p LL I..I.J 0 0 Model Name / Number: 2265 VI Plan Issue Date: Thursday, May 14, 2020 VT KA PROJECT NUMBER: 20-3291 Sheet: �VA w ■1 Of: J FOUNDATION DETAILS 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 = 2,281 x 3 = 6,843 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 1100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,393 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,393 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP 1 10,0()0 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 40% OF "A" = (.40 x 25,393) = 10,157 + 1001Y OF "B' = (20,000) = 20,000 TOTAL WATTAGE = 40,157 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 4 INSTALL FAN HOX PREWIRE li INSTALL FAN BOX PREWIRE INSTALL FAN BOX PREWIRE WP OR O VERIFY LOCATION WITH BUILDER i 0 GFl @ 42" s /w LLI / J uj a ATTIC ELECTRIC w w IF REQ'D BY CODE INSTALL FAN / - - INSTALL FAN BOX PREWIRE BOX PREWIRE .WP / ATTIC ELECTRIC IF REQ'D BY CODE I D/W d I - FAN P I / PREWIRE v , " \ � \------------- 1=4 I I \ \ I I I I I I \ I I f\7y` I I I I I I I I I I i I I / , I , I I I , I I , / i\�►:1i9D�� Cow II li II II II ,I II GFI `--------------' - ' NOTE: ------'----- / KEEP COACH LITES OUT OF BANDING, QUOINS, AND ' _ _ - —'COACH - Fl ROUND COLUMNS WHEN COACH LIGHT COACH LIGHT G 0 42" POSSIBLE, REFER TO ELEVATION ' - / FOR TRIM. I GFIV/ ' FOR GARAGE DOOR OPENER ------------------------------------------------- NOTE: LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE ' PLACE COLUMN DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. ' / COACH LIGHTS ON WALL BEHIND WHEN CRAFTSMAN ELEV I IS USED HOSE BIBB , I , I I I / I I [?__,,INSTALL FAN BOX PREWIRE I ELECTRICAL PLAN COACH LIGHT - — - COACH LIGHT SCALE: 1/4" =1'-0" GFI HOSE BIBB 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 FBCR 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. S. 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 6' 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 F8CR 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 E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUI7 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 $DM DIMMER SWITCH FLUORESCENT LIGHTING {� CEILING MOUNTED FIXTURE Q u n U n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT w ' g DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER RECESSED LLIIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAE DOOR PUSH BUTTON UTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPSN 'A, SAME AS UNDERGROUND WITH ELECTRICAL CO WED FOR 200 AMP SERVICE DELMCOMPLIAM^o4200=2/0 COPPIN 2"CONIST. LUCIE COUNT METER EmAIIN ROCC R•.I V l� A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AN TYP ELECTRICAL #12 COPPER TO APPLIANCE AN PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUN0ING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. M g� W N m 0 =S �pyr&g N W �q € i6i WW a1,8NNbi Nr IJL LL LL E C W a w Sz sg' L9 �pw�y11 y� F o Whom Yee D: ¢ m 0 s�11 L aN8^3 2 y J O� y In r $ WWW.FDSEN6.CAM ❑ ❑©❑ Oro 0 Z W Z N o M IJ.J Z J � : QnQ U d Q) +, y W N 1- � 0 (Dow V) a m tI�I N 7! 92 - y U w cENE 0 0 0 too �. _ L% �^ N o !D ¢ mom 1'fAMC fidAML�C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32,%3 PORT ST. LUCIE I Job Information: 0 I— zL0 � V ui � m tg rn z 7 N � ti 0 _M3 j m 00 o �u _.I W V) /Z) V / LL Model Name / Number: 2265 Plan Issue Date: Thursday, May 14, 2020 KA PROJECT NUMBER: 20-3291 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust Soffit product provides 4.12netsq in/sf —TOP OFBLOCK W'DDV HEAD HG 4 m � co FlN. FLR. — TOP OF BLOCK WT DOV I HEAD HGT Q m iD FIN. FLR. LITE TEXTURED CEMENTITIOUS COATING DBL 25 SH DBL 3050 SH i r i i SILL DETAIL OFF RIDGE VENT w RIME vrhT s FIBERGLASS SHINGLES OFF RIDGE VENT FIBERGLASS SHINGLES 2868 LITE TEXTURED CEMENTITIOUS COATING 2650 SH I 3450 SH a z 0 N m M N OP OF BLOC r- W'DO HEA1 HOT ;p �o n .FLR. RIGHT ELEVATION "B" o® 2 SCALE: 3/16"=1'9" 19 6 LITE TEXTURED CEMENTITIOUS COATING BRIG. @ DINING RM. BRG. � GARAG - T POF BLOCK W'DOW HEAD HGT Q FIN. FLR. REAR ELEVATION SCALE: 1/4" =1'-O" m m TOP OF BL( FIN. FLR. FIBERGLASS SHINGLES 16" X 30" 66" FRIEZE DECO (TYP) VENT TYP 16 X 7 OVERHEAD DOOR LITE TEXTL RED CEMENTITIOUS COATING FIBERGLASS SHINGLES Lod F Overhang distance 7, 1.33 ft •' S.F. of Area to be vented (SF) 7777- :` =30b6 s.f. Total needed for exhaust for upper 1/3 720 net sq inches Total needed forintake (soffit area, lower) 720 net sq Inches. Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be: used in combo with ORV) 40 Lineal Feet of Soffit needed to meet required - 131 Lineal S.F. provided by plan4(Y 12 6 01FRIMEPENT TOP OF BLOCK W DOW FID HGT io FIN. FLR, LEFT ELEVATION "B" SCALE: 3/16" =1'0' REVIEWED CODE COMPLIA�k ST. LUCIE BOLL: - _ BRG C� ENTRY T.O.M WIDOW HEAD HGT OF I �o a in FINISH FLOOR 3068 DOOR WITH (2} DBL 25 SH VINYL SHUTTERS 12" SIDELITES & (TYP.) 60" X 16" TRANSOM FIXED GLASS ABV FRONT ELEVATION "B" SCALE: 1/4" =1'-O" E E �m81 m a5 m a egg c oT��S Fy4 Qo.-1�� CIO Z iR iC 7p Egga p�m^o ti IJi c? m S Q E�m� =r4N Q .0 W 41 V7 €t9; a aa¢ N gggggnnp a-�Stp a z o Fj c`".r 4� W�mS 6 m O LL ZRg a a 2 a .2 y i°-5�—g WWW.FD6FNO.COM ❑ ❑ ❑ y IWI I Z N w z M O N t Z m NNQj G Q J L0 3 a � � E U w p E O H v ``V) c m o � ru d m v r- c m w O 00 o N i UDc �o Q mono i 0 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRCISS0146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: JVJ PORT ST. LUCIE Job Information: 0 W y d N � N 'C N ti z U 41 QJLi.I� Do J M U) (/) VI Model Name / Number: 2265 VI Plan Issue Date: Thursday, May 14, 2020 a TT KA PROJECT NUMBER: 20-3291 T Sheet: Of: m L m ELEVATIONS - B SEE DE G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN f 7/16" OSS. SEE "HIP/R BLOCKING" * * ALTERNATE SPAN RATED 32/1.6 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32•' IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRE D AT P ECTIONS 20'-0" MAX 20'-0" MAX TB03 HI EQ. d w q ECONTINUOUS. BOTTOM CHORD "M BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TBO4- - R HIDE DETAIL TB01 `f 'O COMPLY :OMENDATIONS- ATING OF - _ _ q DGE DETAIL- 4 O Q Z w 4 J CO O N � d a TOP & BOTTOM CHORD GABLE END BRACING @ � 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. 2 ------------------------------------------------------------• 1 I 4 FT. O; O I,O O I 2 I ----------------------------------------------- 0 5 FT. 4 FF. O 5 41. 4 FF. O2 ♦ ♦ , ♦ I , I O' 1 O O 2 O1 Q O O ♦ I .4 Ff. I O O 4 FF. O O 4 Ff. O3 ; ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4.O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: Q NAIL AT TOP PLATE TWO ROWS@4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.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 IN FIELD 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. 7I16" OSB MIN. (SHINGLES) SPAN RATED24116 © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15132" OR GREATER MEMBER IF GABLE END CDX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2' O.C. ON EDGE & 4' O.C. IN FIELD. FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSUREI BEYOND SHEATHING SHEATHING SHEATHING 11 I I II I II II II II II II PROVIDE I II BLOCKING AS II II REQUIRED PER = SECTION X-X IF II NOT FULL II I I HEIGHTSHEET II II II II II II II II ® LOOR SYSTE W SHEATHING 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 112" - - = I = 11 - - ITt- I N II II II SOLID 2x I I II II II BLOCKING @ ALL II 111 11 II 11 1 SHEATHING y III C 111 II II II EDGES (SEE 4 ~ 11 111 II O II SECTION X-X) w 11 . III III OPENING 111 II I - - 111 - - II If III III I II II II II 11 II I 2x.STUDS W w r_-,� IIII II II II II II II BEYOND. .� IIII I I If I I II II II SEE PLAN no Fa- IIII II II IIII II II I' �'z IIII I I II IIII II II II I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN 0 z M, = E0a O_ _ LLI C Q cc 03 :3 w2O~ C1 LL N TO ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 42 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/I.(2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL Wl (4) 8d NAILS (2) 8d NAILS @ 3" O.D. ALTERNATING STAGGERED'I MU -CAL BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES-2265aEVa2CF ,aE' - ,. Y, TRUSS ID BEARING POINT TRUS5 ACTUAL CONNECTORUD CONNECTOR UPLIFT NOTE ` LPLIFT DESIGN RATING Cl-05,C1V-05V,E7 E7V, R7, VR7 L/R -206,#14r Y.{!�5 5 c y �'iEDT'lY''`d'1 ': '�•. 1810# A ni ns ns ,e 1_.. � M '��. �✓ ��' s'YI ,-ate_ o �".- _ Efa6)H'C�S20.lHEY1i16:3�" 1����xGui"aeat�_ D75UPPORT COLUMN, N1 .. 163(!I)OTIR99 072 ' .'145# `.. WA' " 5 So SCREV(iS"i: '. 4, 87 SUPPORT COLUMN M 1458 r/tlYYeq�' OT'i,2 "2143M 1!2" WA S05 SC41EN5 f8)'.tj4"X1/X' TRUSS MANUFACTURER. PROBUILD/BF5 DATE OF lAY0UT3,;.,,., `" QA3'EOiTi1,SSC'fJ1`bHEEikr': >` " $/2Q,Q��•,-�"�� L=LEFT R RI HT& M=MIDDLE BEARINGS.. G BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERSTRUSSb",fNGS ,: ,ALL CONNECTORS ARE 51 MP5ON PRODUCTS FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR S FASTENERS @ALP 9YP CONNECTOR&FASTENERS OFF Sw OFRAME TO FETAIO4(9OlW 11Yl'OR HTA18W(10jlWxIIWON MASONRY HETM%l(9)IWxl 1/2' IWO HTA20WD0)lWXI1W 1385 1870 ©FRAME TO FRAME H2.5AW(10)86 NAILS &$8 685 RT]AW(10)86 NAILS 616 686 © FMME TO H1Gw1118)10Jx 11,7 HH, I- RTIM.117)1M x t l7 8% 1020 FRAME H1DA3 WI)8)tOtlxi V2'A72PLYTRUSSES 1080 TI 04 W(16)1Mx i lir AT 2 PLY TRUSSES m IBID O FRAME TO MTS12 wf(14)lWx 11Tr 'ATEJ(1EHCR MTWI2 W11411Mx11(2'. (AT IXTENOR FRAME LOCATION INCLUDE (3)12tl TOENAIL8) N0 B90 LOCATIONIN(%AIDE(9)126roENNLe 1DPo 11% OFRAME TO MGr W(22)1 M HAILS ARD m- ATA. W IS 3a70 MWT18 W(281t OE NAL9ANp Sw' A.T.0.W MASONRY EMMDMENTWSIMPSON'9EPEPDXY 3885 1r FS4B®MENTW91MP90N'9E1'EPDXV 3330 44% TO HTFM /(24)1Od 1DlE "(A7 EXTERIOR HTVTMM(34)IOBx I la'(ATEXTEROR OFRAME .FRAME LOGTNIN NCLIpE 2tl TOElINLB IY48 lalD LOCAl10N INCLUDE 2tl TOENAILS 1208 1IXie FRAME TO R)H1920W(49)IMx 1 VP 1ATEXTERLOR 249D (2) HTWWwk4SIlMxl I?TATFJ 1011 FRAME LOGTIONHOLUDE(S)12tl TOENAL9 2820 LOCATWNINCWO Rrk TOENNLS(EA) M70 3083 NGT-2W(I6rWNAILSAM1DR)WAJA. W W(l8)lNUALSAND(a)EM•AT.R. O. MIRY W17EMMDMENTWMMPSON"SET' 10090 W IZEMSUMENTWSMPSON"SET 70M 9790 FPDXYOw-3FOR34>LY) EPDXY ON 3FOR 9-PLY) OFRAME H TO FGTR W IT 8)lf4- x S'SDS WOOD SCREWS RFU6W(121W83SAM)SCREMMD. MASONRY AHD (2)I/T x W TTEN IO AN(:HOR BOLTS 9400 4723 (4)WVxTWEDGE-BOLT 7100 (1) LGT2 W DS) lW 9MHERS Q FRAMETO 6R)Wx 2-1H--TITEN2 1J80 209P. MASONRY SEENO 98BELOW 0 FRAME TO MASOHRY1 (2)LGn WO2)lW9N32RS&D41 IH°x 2 IW TITER (2 MY TRUas) 350PM 40B0M R) LW72 W(32) IN 9NKERS B HC) y100M 3106M 224PF 37Af lwxT MDOEDOLTR PLYTRUSS) 0B00F 4620.f FRAME Oq RS)1MMNHFMFORFRMIE(EA) OR (M IN MNKER4 FOR FRAME (EA) ©FRAME 8 TO MASONRY/ M wn W(24)1l4' x 3' SDS SCREWS &(8)SM"x4TffEN (2 PLYTRU68) 473" 05JU.M 12)LLNDlIw194)w.2 i7 WS26 SCREWS&(4)]MXTM(2 0480M JD"A44 FRAME bq (8211M SINKERS FOR FRAME (EA) 8010E 6%OF PLYTRU66) OR(j1WSINKMSMRFRAME(EA) 7710f i..\ BEAMTO Hw10OFTFMGHOW11Sf16dl II0l IOU ... Hoa1N,, IdlnF w l]m 1MxnM 1,M nllnn ©w mTo MASONRY/ n Nr, xON"WIw)1wnAILSa (12)1/4'x23/I•TTENIro MAS.) 9Y1M0 Up980 GAS BOD MD960PTHU46W(6)IWI4Mw a OIH628 042al FRAI6E OR02)IMAN)IM(FONFRAW SYM1F U61135 9YP4A (12)114'x2914" TAPCONS(TOMAS.) Oq (1211MdI61iM ffORFMNEI wim SYPF Lam 3YP4 R)!E'TA18OPr(2) HETA20 Iwo 1920 (2)NTAISOPTR)HTA20 t870 O MASONRY MASONRY l-0LYW(IO)IWX11MCR 2365 23% I8LYW(10)lWxlllTOR 24M 2-MYWT2)160 2PLYWIt2)16tl HTBMIBW(BIIOIIWLSAND(4)1M921W %5 1110 NTWMIBW(eIIM NAEBANO (4)I/4Y1 EN^ TIM I22a FRAMETO TANS WEDGE.SOLT ® MASONRY HT9M20WD0)IWNNLSAND(4)I/4'#1M" 956 TAPCOM 1110 HTWMSI wI (1rniBtl NOLSAND (41 tMYt 3H" WEDOE,BOLT tt48 I228 ©FRAMETO Ht09W(9)Mx11R•NgIL9AND (2)&914• MASONW TITAN ND 7M) 910 FRAME TO OTT2ZW(8) IM x1112"SOS WOOD D TZW(s)wxl VYWSI5YATOO 0 MASONRY SCMWSAN3(i)ItZ6A.TAL PDXIEDW 1635 2145 SCREVBAN)(I)Vr9A.i.REPDXIIDW 1510 18% SIMPBON° .r EN01£I4 SIMPSON^8ET° NOTEbd FRAME HiT6WR6)iM#f7NNL ANDI11 aM'B HTT46W128)lw4lrrwA AHDT) ® MASONRY AT.REPDXIEDwl SlHIM0N'SET^ 4375 6000 9M°9A.T.R.EPONEDV&P60N•BE7' SO% NOTEMSELOW BEE NOTE W BELOM HIT4W09)1Wa 117 MAILS MD (1) We 0 HTT46W(18)IMtl IM NAILS ARD(1) OFRAMETO MANONM ATA FPDXIEDwI SINPBON "BET" 3840 4235 WWO AT.R. EPOMED W SIMPSON "SET' 4180 (SEE NOMA BELOW) (SEE NOTEY4 BEwWl OFRAM£ TO FRAME H109WR4110tlx117 NAIL8 785 919 LUGTI W(2))83x117 NAIL DB INS OFRAME U TO HM9KTW(d)iH'X117'803YAOD RIiM4W19)tOBxiIM"NNLd MASONRY BCREWB&(5)iR°x2114'TAPCON6 780 7BD (411H"x13N°7APCONB 19% 1995 TO VGTW06)V4"A9'SOSW0ODSCREWSB OFRAME MASONRY (11 Wrif A.T.R. EPDXIED W SMPWN'SET' SMS 4W W 1r MIN. EMBEDMENT (2)VGTW(32)lANr8OSWOODSCREws WOFRAMETO MASONRY BR)8900.T.0. EPOAEO w/81APSON 51T0 7188 TE WIr MIKEMBEOMENT O mAMEro VOTWOB)1/4'xT)lmW lmswEWBd HDW4N)62s WD011H'#id!BDB WOOp 3285 4585. MUGT15WR2)10tl NML&HI745 wl Del FRAME SCgEW3&I1)5Wa'BAT.R. 1M NVL 8 (1161T3 AT.R e180 O FRAME TO (2)HIT5W(82)16d#12'NAILBa 4376 (2)FRT48W(a2)18dk217 FRAIL FMME 111518'BA.TA.IBEE NOTE44) SWO &(i)5M"BAT.R(6m NOTEIN) _ 5005 fJ C.UCCx, (!,1,JIMIfQNMGC. 1.. CONNECTALL FLCORTRUSSES TO INTERIOR BEMBNG WOOD WALLS/ SEEAMS,/(2)1M TOENALS. 2. ALL TRH98TOTMMCONME NSAREPROVIDEDEYTRUSSMM'UFACTURER,UN.00NPLAN. 4. NUN FDR 4. SINGL PLYTRUBSEB.SCABU FMMWY PLITHERSIMP90NOMMLLMWTISW#I M"TO LWEW(2)MWSOF. Pki rx4°TOTRU88 VFJRIGLW®W(2)1TOWSOF 10tl NML8Q TO.C. 8TP.GCENED. 1EAM 8. ITTi BOND U.N.O. OMU BONDSEAMCHORD SC B TRIJ9.R.EMBEDMENT (MATCH LWABER el2tj w/12f ROW3lOtl 4PP FROM END 31'O.C. R SCABTRLE99CENTMATMUNE STAGGERED CEMFA AT CONNECTOR LOCATOR q6 TO MUCH q5 P099Gw. O MIMMM CONNECTOR UNOON FRAMING PLAN T. CONTECTIONFOR ALL ROOF/FLOORTAWSEBTO MASONRY WALL/LINTEL& DPWN.L6 UND ON PLAN 2. CONIECTONAT24°OR82"O.C.PFIIOINGVMRT LSFORMLPLOORTRU"PSMR LTOMAB W WALLS WE DETAIL All"3.1 FOR MORE INFORMATM 3. CONNECTION FOR Nl HIP JADK(CORNER JACK) TO MASONRY WALL60CF WALLSNNTELS 4. CONNECTION FOR ALL CONTINUOUS MM BOARD TO TOP OF MASONRYAT W O.0 MAI,. W(2) AT EACH CORNER. O.C. TOY IFYLOCAT ION DOES NOT C04FLN`I WT)tOF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLSEAMS W 12)12U TONNLS O MIMMALCONxECTORUNOONFRAMINOPLAN T. CONFECTION FCR.IMJ(TRU93 TO WOOD WALL OR SEAM © MINMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR NITRLISSE9TOINTH9OPIE%TEROR BEAgINO WOOD WN.LAI'OKiq BEPM9 ROOF °FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-O" 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 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENTREQUIREMENTSSEE R905.1.1 IFROOFTRUSSLAYOUT SHOWS OSE S,TTHIS FRALAYOUT M�ERBEEN PROVIDED BYTHE 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 FEE'S 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 FOR, ROOF INFORMATION SEE 61� E ST. LUCIE COUNTY BOCC C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2"LONG T-NAILS 0 2'-0" O.C. SECURE I -CHANNEL FILE C ETAL DRIP EDGE x SUB -FASCIA LUM FASCIA 012"O.C. `-CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CADAC17Y TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL °eaevnEgej ° LG ToR Alico ,D ATE Of A �4 > aCWc lPg N i 1 gg Ng l0- I f6$,2-F Qga LL{ W u) wx f13 IL o0C) DO m Ti Ese ® oU p w L 8y,$��-yy Z O-E e?rise u N J ti a www.FDBws.COM ❑ ❑ ❑ (Il M z n -, 0 Z m Z W a 1 � a - n , I Ln 0 W - U U W0 ' c m U D A c n o Q m o Do FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE hv Job Information: 1ww� 0 I-- z N Ti LO Lu O U 0)) m m m m 7 V N_ ® _�'yj� Lsu ° /Z) co VI Model Name / Number: 2265 Plan Issue Date: Thursday, May 14, 2020 KA PROJECT NUMBER: 20-3291 Sheet: Of: 3 ROOF PLAN B LINTEL BEAM: -► 1 COURSE LINTEL BLOCK W/ 14 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 520) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO- NOWSHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 N LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB 4- CI' MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W130M P.S.I. CONC. W/1 #5 REBAR CONT. �SIMPSON SP4 W/S) -10d X 1 1/2 SPO OR SP8 FOR 2X6 AND 2X8 WALLS PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTE!2"x BEARING WALL INTESHEARWALL EXTEFRAME WALL .M.U. #2 SYP/SPF P.T. W/ /2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TDX DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO IMS031 xx nrv^w,tr`nl/onu/onvv)_'_"" 1v I N.T.S. #5 REINF. 20" MIN. LAP BAR N1 #30R#4REINFORCING s. BAR #3 & #4 I AP C_pLIC.F 25" MIN. IAP #5 STD. 90° HOOK #S I AP Cpi R�NFORCING BAR SCALE:1"=1'4' 3636"M #6 REINFORCING BAR ` GRADE 40 U.N.O. #e LAPSPLICE I MSO5I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2sA" 12" 0 C. 1 2 x 6 1/4" X 2sA" 12" O.C. 2 2 x 8 1/4" X VA- 12" O.C. 2 NOTE! TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, I LINTELS� w (2)2X PT BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2 NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS111 2x BUCK DETAIL LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: AD' s HOMES 2265 IB 2CK STANDARD LINTELS- �.;, I.,,,..: 3QL11r , d LINTEL SAFE APPLIED APPLIED LENGTH GRAVITY GRAVITY LOAD SAFE UPLIFT' UPLIFT LOAD rREAMCOMPtI'i; MARK LOAD (# PLF) PLF LOAD (# PLF) (#PLF) 1 17'-411 950 145 405 83 8F16 - 113 / 111 T (mi n.) 2 4'-611 6113 1895 2707 971 8F16 - 113 / 1T 3 7'-611 8467 712 2827 355 8F28 - 113 / 1T 4 7'-611 2661 1154 1624 518 8F16'- 113 / 1T 5 4'-61' 2931 172 2707 93 81`16 - OB / 1T 6 12'-011 1254 192 724 211 8F16 16 / 1T 7 12'-8" 1075 198 607 234 8F16 - 1B / 1T H 0 O O 0 O •5 RepAA AT roP T4T 1. (1) READ wP' CLEAR c.H.u. i•, RRDur y ,6, •B REeAR Al MoVeM O 6LIN-q.:ANTr BOTTOH REINFORCM T-6/a'ACTUAL FROy6^D 'N LINTEL 0" NOMINI WDM YARWS) TTP£ DESIGNATION F . FILLED Wm4 5RWT / U a UNFILLED r OJAN-ITY Q •5 i R AT PPYDM or LNM cAvnT IF SF16-I5AT NOnNAL LIDTu J j L ..Aar ci: S NOMINA, H 11 T R®AR AT TOP MATERIALS 1. f'c precast Unions = 3500 psi. 2. f'c prestressed lintels = 6006 P.I. 3. 1 c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. 6. Field rebar per A5TM A615 GR40 or GR50. Prestressing Strand per ASTM M16 grade 270 low relaxation, 7. 7/32 wire par ASTM A510. 8. Mortar par ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as rectified. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Untels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. At lintels meet or exceed L/360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed L/SBO. 6. Bottom field added rebar to be located at the bottom or the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. B. Castlrnplace 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, Lintel min. depths am called out on lintel plan. If contractor installs a deeper lintel than Indicated on the plan, doing this Increases the strength of the lintel antl is approved without engineering letter, if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based On minimum 4" bearing. EMption: Safe loads for unfilled Irmals must be reduced by 20%if bearing length Is less than 6-1/2". Safe bade for all recessed ilntels based on 8" nominal bearing. 2. N.R. - Not Rated. 3. Safe loads are total wp°dmp°sed allowable load on the section specified. 4. Safe loads based on grade 40 of grace 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by Providing addional reinforced masonry above the precast lintel, 6. One #7 rebar may be Substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated bads from the safe load tables by calculating the maximum resisting moment and sheer at d.away from the face of support. S. For composite Unmet heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC PRECAST "U" LINTEL W/ 3000PSI cow AT OPENINGS SEE GENERAL CONCRETE UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS (TYP.)► FILE COPY //----��GROUT SHALL BE FLUSH / WITH TOP OF WALL SO" STD. 90 HOOK HOOK w • Rc'BAR ON BOTH SIDES N � C STD. 90 DEGREE OF OPENING U.N.O. ANGLE 3000 P.S.I. CONC, W/1 #5 DI REBM ' PROVIDE KNOCKOUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL &FILL SOLID - W/ (1) #S BAR FOR ALL WINDOW OPENINGS B-B . AND LARD 8"xH"x36" IT AMU U.N.O. AA N.T.S. O SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT NJ S. O {t � N µ Wit, �Tt�^t �-✓ et �- L L N gmg R m g£uS F W tOf0 N r- _N SmB 092W 5 O P ad 8Edo a �y�55 a G y gs R 0111, 1 v O p- Y � °+ Of01 O s,3tagy€ LL 2�ary d C3 a ° EN@ 7 N o gzB'S 2 U o rg .�5 �%WWTDSENG.COM B❑�❑ ❑B m / It 0 J W z " QI Y a VrI � rn 1 W 0 E VOIL w O((III\ c m w co O u OP Il o Q Qmom ® c LCT Ieee! FLORIDA CONTRACTORS LICENSE NO. CRC13301 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: a O M a p Er Tv BOND BEAM Y 8" X 8" x 16" K.O. LINTEL BLOCK - , 1 Q �j c" to FILLW/3000 P.S.I. 'q W O 0) CONC. W/1 #5 DIA. RE6gft H \ INDICATES FILLED h m / d CN U 0) CELL FROM FTG. TO y [r m M a BEAM WITH 1 #5 DAR MIN. c m I Oj Q 9 ryJ J �/��/�1= O W V) N 00 w Model Name / Number: 2265 ui N TYP. DOWEL 25" 'E . Plan Issue Date: MIN. LAP (ACI 5 Thursday, May 14, 2020 QuQS KA PROJECT NUMBER: x 20-3291 a o Sheet: S-� Of: fic LINTEL PLAN L 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) Y2"x5" EACH END SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 9 1 1/2" STEEL LAG BOLT BOLT PER W/ WASHER. MIN. 6 PER TRACK TO JAMB. Z' II (5) 1/2" DIA. x 8" 0 1/2" X 8" A.B. W12" II IF i5 "J" BOLTS WASHERS SET IN­� it c .0 FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. SECTIONAL OVERHEAD • DOOR 4 CONT. P.T. #2 u"�D _�O WOOD SYP 2" X 6" RIM TRIM . .... IF TO,,c? N S 4B 2"x6" P.T. WOOD JAMB 0 8.7364 0 04 TIr,r,j Oro DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB pj S 0 TYP, GARAGE DOOR TRACK MOUNTING DETAIL 1r co 2. NOTE: DETAIL CD22 3-2 MAY BE SU13SITUTED FOR THIS -S z DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S E to 8 a Lo 00 00 U 1A 1. 8 ze -2 BLOWN -IN R-30 INSULATION PEP, FBC AND ENERGY FORM SUBMITTED WITH (6 If PERMIT APPLICATION PROVIDE BAFFLES CIL3 Cf BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR 0 ? 111 0 :1 -aN W 12 WITH PERMIT APPLICATION TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT I < M fl PROVIDE BAFFLES AT EAVES SEE PLAN (FOR VENTED ATTICS) PER FOCR 905. 1A OVER ARA P ENGINEERED WOOD 2 111 5 C, FIBERGLASS SHINGLES OR RATED STRUCTURAL SHEATHING TRUSSES @ 24 O.C. (SEE STRUCTURAL NOTES El D 0 TILE ROOF (PER ELEVATION) OVER APPOVED, UNDERLAYMENT FASTENED TO TRUSSES PER ROOF I " , NAILING SCHEDULE) 0 z (1) PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING TRUSS ANCHOR (SEE PLAN) PRE-ENG. WOOD TRUSSES @ 24" D.C. (SEE STRUCTURAL NOTES TO TRUSSES ROOF SEE PLAN FOR BRG HT Ps z < FASTENED PER 1/2" DRYWALL NAILING SCHEDULE)•FELT TRUSS ANCHOR (SEE PLAN TO BE INSTALLED VIM OUTSIDE WUt PAPER OR ETAL DRIP EDGE TRUSS PLATE FACE 3/4" P.T. NAILER 2X SUBFASCIA FRAME MR BUILT-UP B Ln Jok SOFFIT. SEE ARCH. 1/2" (TYP.) CORNERS min (3) 2x4 OR CD Q) 79 DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA 4­0 1, 4, METAL DRIP EDGE CURTAIN NAILER r 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. 1/2" DRYWALL CONNECT ALL 2x STU 2X SUBFASCIA I x 4 P.T. @ WINDOWS A LINTEL BLOCK I x 8 P.T. @ S.G. D. OH W/ (1) #5 DIA. REBAR & KEEP IN 3/4- FOR SHEATHING NAILED w/ 8d NAILS @ 6' AND LATH WITH FINISH D.C. 0 V) Q3 3000 PSI CONCRETE TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. SEE PRECAST "Ll" LINTEL (TYP.) ALL SIDES (TYP.) FRAME FOR COR- V, PLANS 1/2" DRYWALL SEE SCHEDULE I NERS FOR NON LOAD og SEE PLAN FOR HEADER SIZE BEARING SIDES NAILED IF t 0 W/ 16d NAILS @ 8" O.C. Wo I = Q 'n't 0 o OPTION, 15/32" OSB EXPOSURE I ON �!' H EXT, WALL W/ ALL EDGES BLOCKED. 0 1/2" ♦x 8" J-BOLTS (TYP.)4 COURSE HIGH A.F.F. MAXIMUM OF (3) - 2X PLATES MAY BE —4 fill (1) CENTERED EA. 1 AWA\DAM's "HomIcs L ADDED BELOW THE HEADER W/ EACH SEE E EV. SEE TB13 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 13/4" SIDE w/2" WASHERS CMU BASE FILLED w/ CONC v M PLY ATTACHED W/ (2) ROWS OF 16d STAPLE 0 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON FILL CELL -(1) #5 DIA. (TYP.) W/ (4) VERTICAL RENF W/ R EVIEWED FOR ui 0 NAILS AT 81, D.C. ALL BEDROOM WINDOWS. REBAR W1 3000 PSI HOOKS INTO FTG & AT TOP JANCE FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CONIC. ALL LOCATIONS OF COLUMN PLAN Al -Al CODECOMPL 1 3000 GULFBREEZE PARKWAY SHOWN ON FOUNDATION 4� VINYL FRAMED WINDOW W/ SCREEN &FLOOR PLANS ST. LUCIE COUNTY GULFBIREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN LOCATION: LOCATION OF OPENINGS IN BOCC rDIVISION EXTERIOR WOOD WALLS. IF NO I SIMPSON LSTA30 FLOOR PLAN SEE ' 0 R PI BLEA0 PORT ST. LUCIE OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. R 0 M Sp VI JobIn Information: STUDS ARE REQUIRED). & TO FRAME BELOW 140TE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. 00--VINYL FRAMED WINDOW 6 W/ SCREEN WINDOW STOOL ell NF CEMENTITIOUS DECORATIVE PER SPECS PRECAST CONIC SILL ro FINISH 7/8" THICK PEP, ASTM FILE (;()PV C-926-98A 1 PAPER BACKED FOIL R-4. INSULATION AT CMU BLOCK WALL v .1 2% STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM v EXTERIOR FINISH - v 0 M 112" DRYWALL ORE INFORMATION). SEE T013 ON SUBMITTED WITH PERMIT I (SEE ELEVATIONS) (6 SHEET 6 APPLICATION z FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. — FIG.DOWEL #5 DIA. RERAR 1 x 2 P.T FURRING0 I x 4 P.T. 17"N CONCRETE - 25" Uj 0 0) 1* WOOD FRAME WALL PER FBC P.T, 2X #2 SYR. BASE PLATE -FED EXTEND (ACI 530) ABOVE BASE NAILER j2 4) M AND ENERGY FORM SUBMIT wl 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION SLAB. ALL LOCATIONS SHOWN WOOD BASE SIMPSON HETA20 BUILT-UP CORNER MIN 2x4 E > M 6 HD) w/2" WASHER AT 32" O.C. ON FOUNDATION PLAN w/1410d TO COLUMN Ali Al (3) CN WOOD BASE MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR POST OR 4x4 POST w/ 2x4 UNDER ----------------------- EACH END OF BEAM Ma SEE FOUNDATION PLAN FOR SLAB INFORMATION SLAB INFORMATION TOP OF SLAB — —I NOTE: 2 X 4 125 c) o _3 Lu Z) , TOP OF SLAB P.T. PLATE 0 M U) U) 00 L12 IZT BOTTOM STRAPS MUST BE Model Name Number: 60 GRADE E IF INSTALLED ON iNSID F IL GRADE IF COLUMN. DO NOT STRAPS UNDER PLATE. IF 2265 CLEAN 4913 w :SEE PLAN FOR PLACE STRAPS IN FILL if U 00 COMPACTED -111 =]JU ff= RE -BAR QUANTITIES CELLS w/#5 REBAR (TYP.)4 COURSE HIGH CMU BASE Kplan Issue Date: FILL 1_Tr Igg FILLED w/ CONIC -SEE PLAN FOR Thursday, May 14, 2020 SIZE. TOP OF COLUMN BASE- SEE FOUNDATION PLAN IFF� SEE PLANm� SEE FOUNDATION 2'-0" AFF V KA PROJECT NUMBER: FOR FrG REQUIREMENTS PLAN � 20-3291 WS01 TYPICAL WALL SECTION 81, CMU NOTE: DETAIL CD21 S-2 MAY BE SUBSITUTED FOR THIS DETAIL . UNLESS NOTED OTHERWISE Sheet: 2 S Of: WS02 WALL SECTION EXTERIOR FRAME TYPICALCD22 3/4" 1�0" ENTRY CMU COLUMN BASE W1 FRAME ABOVE N.T.S. 0 0 TYPICAL FRAMING DETAILS 1 J 1 STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE 6 c EXTERIOR SHEATHING ATTACHED PER NAILING U SCHEDULE TB13 ON $ SHEET 6 STUD ANCHORING: a STUD TO TOP PLATE: c R-19 INSULATION AT EXTERIOR SIMPSON SP4 m WOOD FRAME WALL PER FBC , AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. ° EXPOSED TO INTERIOR SPACE) o 2 X 4 P.T. I STUD TO BOT PLATE: N i SIMPSON SP4 , c m t5 LINTEL 1/2" X 8" c NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. Q u FOR SHEATING TO BE FLUSH t WITH BLOCK FACE B" CMU WALL g t�gttiiifl �P�LO TOR�#r,� '9NSF J� WF21 KNEEWALL C) ENTRY FRONT WALL 3/4"=1'-0" r PROVIDE 2x40NT0 'o f 5 TA'(� Of OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3 o ww w /=' C -) 44 TOP PLATE ATTACH w/ (2) 12d NAILS O.C. 3" O.C. w,�'{mot^ '• ' TOP PLATE4 ,` •�\ STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) v 7/16" MIN. NAILED W/ 8d 2x4 STUD h! � COMMONS @ 3" O.C. @ _ a H ` . EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE g BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR �` �` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE v STANDARD �� ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD n GABLE END �� �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN c FRAMING 7� I��\ ` TOP PLATE W 8d 21 2" x 0.131 NAILS *NOT (SIM. w/ 2x6 m \ REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 12d NAILS tO ` TOP PLATE TRANSITION @ 3" O.C. WOOD BEAM SEE SIMPSON HUC410 OR (2) 16 E $ 3 AllW 00 I z PLAN FOR SIZE HUC210 b LWQ PIPE OR DUCT w/ OUBLE 12d " , TO BUILT-UP COLUMN + +L I ug = PENETRATION THRU TOP SPLICE a . ,� SUPPORT COLUMN BUILT-UP MIN. '"'" 2 a d � �m w 8 a + +1 N o TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d ( PLY NA 2x4's OR .C, EACH PLY O4 -2 g 1 It W s —P ui Q 2X TOP PLATE TO I �r 3 PLATE WIDTH INSTALL @ 3" D.C.00 ; (SHOWN AS x 4) 2 €§ GABLE END W/ 16d I NAILS @ 6" O.C. a SIMPSON PSPN516Z TYP. �" i i (2) SIMPSON HETA20'S '�' ; S w . S a ®• fL v u O W - o" m o I w/ (12) 16d NAILS 4f , ,.,. ,, ,, w/(1Z)-16d EA. TO COL, s _» �„ g RI O, m m I ? TOP & BOTT. BOTTOM SPLICE r'' `*, ALT: (2) MSTAM36 STRAPS o 5 ° Z N c ¢ ¢a `� NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TYPICAL BLOCK ,� CENTERED W/ (13)-10d NAILS ,` 6 e 0 o w_ In w + + + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL �.,, ,, Ea TO COL. �' @' 2 a o 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ :a `� TIE BEAM d ss $ s a WWW.FD6ENG.CA o 0 0 W/ SINGLE BASE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO �.� $ ro u� z 0 PLATE W/ LYWOOD TOP PLATE W 8d 2 1 2" x 0.131 NAILS -Op REQ'D. WHEN QT SYSTEM IS APPLIED a, m SHEATHING COVERING NOTE: (D Z m o PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL T Z a ¢� Q W GE15 FALSE BEAM AT GABLE END N.T.s. WF17 TOP PLATE SPLICE DETAIL 3/a°=1'-0" CDO4 BEAM @ RAISED ENTRY MASONRY WALL N-T"s Y 0¢ v o� o m 2x8 SYP #2 wm Wa - " _ �f6 °° TOP &BOTTOM a o ATTACHED W/ woo � (1) ROW 16d 2x6 SYP. #2US 1 1 1 h NAILS @ 16 O.C. RIPPED u * CRIPPLES MAY/MAY NOT BE PRESENT, Q a m Qm BOX HEADER DETAIL VERIFY HEADER ELEVATION A 4 4 4 (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 101 ROWS OF STAGGERED 16d ROWS OF STAGGERED led COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D=0.148",L=3")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D - 0.1IV% L= 31/2") OR EQUAL ID = 0.162". L= 31/2") OR EQUAL IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF .. OPENING GCTO INSTALL (3) TITEN HD. 11 „ EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 . 8d EA. END 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) (2). (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE FOR q ��-l.1VN1�1.7 17 V ITA IN. .0 _. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REVIEWED CODE COMPLIANCL. v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 ST. LUCRE COUNTY DIVISION LOCATION: N07rq, 5/8 cx 8 EQUALY SPACED BOC4 17 ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE I./4"DIA. x51/2"LAG PER SIDE INTO GMU AT 2 PORT ST. LUCIE OPPOSITE SIDESRAOF TATHE LSAT 3 SCREWSO NOS EQUAL (SPACE AS SHOWN FOR 3-PLY? JACK TO HEADER NO BASE EDGE VIEW 21 ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REfER TO NOS SECTION 16.3 FOR SEE SCHEDULE m THE THICKNESS OFTHE LAST LAMINATION. AM IONAL INFO. 2X CRIPPLES S 16" O.C. Job Information: CONNECTOR REQUIRED (3) 16d W/ SIMPSON BOTTOM srz TYP. N SEE PLAN WF37 TYPICAL COLUMNS DETAILS N.T.S. ///���SP4 AT COMMON TOP AND BOTTOM 2-Rows 12d NAILS / 24"O.C. ( )� FOR WLL STAGGERED@ ` II/ NAILS TYP HGT. S2" GO/CGE EACH < T * WHEN STUD LENGTH FACE OR 3-ROWS mo FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG '. ...: CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. i Pik lf� if• NAM-M��I<♦ I� �HEADERPERLOCATION---, I ov80 00 i771� • /1 � I O.C.• SIDE & TOP NAILER �4��11 2) 16d TOENAILS L. III; • .• • •. ••. BOX HEADER EACH END r IS LESS THAN 12" USE 12d NAILS STAGGERED FILE COPY M w LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER O TOP PLATE &NAILED TO HEADER EACH SIDE - - FILL ALL HOLES IN DOUBLE 2 x #2 Y n STRAP S.Y.P. HEADER W/ S c I j 1/2" FLITCH PLATE _ Sod NAILS @ HEADER. (U.N.O.) m 8" O/C TYP. o \ FILLING AND BLOCKING AS 2/ LN 3 N DOUBLE 2 x 4 CRIPPLE STUD REQUIRED FASTENED TO HEADER W/(2) ROWS m Ucn M d v `H TYPICAL (U.N.O.) —� OF 12d @ 16" O/C UNLESS 9 2 O L�U/•� NOTED OTHERWISE / M3 /_///''�t L� J 03 U) V J 0 m VI Model Name / Number: 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) & 2265 16d NAILS & A 5/8" Plan Issue Date: EXPANSION ANCHOR 0VT CMU OF W/ 6" EMBEDMENT U.N.O. OR81/2"AT GARAGE Thursday, May 14, 2020 G' STEP DOWN a KA PROJECT NUMBER: * * HOLD DOWN CONNECTIONS 20-3291 NOT REQUIRED @ BEARING P.T. BOT. PLATE WALLS WITHOUT UPLIFT s T Sheet: Of: MS18 RETROFIT WALL OVERHANG DETAIL N.rs. WF39 TRANSOM DETAIL AT ENTRY 1/r'=1-o" S-3 WF09 WALL HEADER DETAIL N.T.s. TYPICAL WALL DETAILS U _ *DIAGONAL SPACED AT 20'-0" O.C. MAX li 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 @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 45° , O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. MINIMUM2"x4" 8d NAILS @ 4" O.C. WALL AND ROOF i 11 - CROSS BRACING (SEE PLAN FOR ' t - , SHEATHING, SEE TB13 2x4 SYP BLOCKING FOR SPECIFICATIONS 7GABLES LOCATION) ' '; -'' BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. 2x4 SYP BRACE FORI, 'BLOCKING TRUSS w/ 312d NAILS EA. 3'-0" TO 5'-11" TALL. END 2x6 SYP L BRACE FOR 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE '' THEN 48" O.C. AFTER. NAIL w/ ATTACH L BRACE w/ 312d 0 EACH FEND & @ 12d NAILS @ 4" O.C. i • CROSSING AT 45 ANGLE. ABLE TRUSS (NOT REQ D WHEN GABLE IS H 4'-1" OR SHORTER) FASTEN (1) S" LONG 2x4 #2 SYP BLOCK AT CONT 2x4 SYP SPANNING (4) BRACE CONNACE LOCATION. FASTEN TO TRUSS BAYS (8'-0") NAILED DIAGONAL BLL PLATE w/ 10d @ 3" O.C. (3) 12d - ' W/ 312d TO CHORD (MIN BLOCK/PLATNAIL GABLE TRUSS PER JOINT 41111t 1ST 4 BAYS) �1TO TOP PLATE w/ -' 16d NAILS 0 4" O.C. CONTINUOUS LATERAL BRACING- 2x8 1/2"x8" ANCHOR BOLT NAIL OVER X-BRACE ASSHOWN- 4 BAYSAT 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP o w/ (3) 12d @ EACH TRUSS WEB MASONRY WALL .N NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE c E TRUSS w/ 2.12d AND 1 TB13 FOR ATTACHMENT TRUSS S w 2- 2d OVER JACK TRUSSES, SEE SIMPS N H8 PLA"xFASTEN ;T- 3 TB01 TYPICAL CROSS BRACING DETAIL N.T.S- TB02 TYPICAL CROSS BRACING DETAIL N.T.S. NAILS (1) SIMPSON HGA100 (AL 48" O.C. w/ 8 1/4"x1 1/2"SDS OVIDE 2X4 MIN. BLOCKING AT WOOD SCREWS GABLE2x4 BLOCKING w/ 2-12d TOENAILS TOP OTRUSS 8 atu eelT/®�', NTER LINE OF HIP/RIDGE, TYP. FEND TO TOP RAMED WA PLATE/ BEM TO GABLE w. 2-12d I ♦♦*,♦`yg s �R.• TWEEN TRUSSES W/ (2) 12D AND 1-SI /PSON H8 w/ BELOW, SEE PLAN. 10d x 1 1 2" NAILS 'm ♦ Q R� sR ♦ G O• • ILS EACH END TO TRUSS TOP • �\ ORD @ WOOD FRAMED WALL @ DUTCH GABLE � � v\' 854 No �. c RUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S- 3 i�•�• STA Ei OF tTA WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP c -- TRUCTURAL PACEHING ADD 2X4 ALONGSRPPETD 2X4 SYP #20�TOP CHORD WHENAIL TO TOP CHORDTO PREVENT SHE- "' OF HIPPED TRUSS W/SPAN FROM EXCEHIP 12d NAILS @ 6" O.C.MAX 24" SPAN (EG.To SIDE OR BOTH IF 2 LMINIMUM (2) 12D NAILS MINIMUM (3) 12d c ROOF AT 12" O.C. MAX PER JOINT 2"X4" SPF OR a m w.. @ '0m SHEATHING SEE * SPACED A7 10'-0" MAX SYP TRUSS BRACING E w PLAN 10 �p - f s_ H00 01 2X4 BLOCKING)rob $ 0"'m LL ti m HIP TRUSS -!a _ BETWEEN TRUSSES 8 mg III..- N w B (A a SFQT.,A-A 9m s a a C' N.T.S- N.T.S. TB03 HIP / RIDGE BLOCKING DETAIL TB04 TRUSS BRACING OVERLAP DETAIL (TYP) `oT ca §n� g Z¢ � DO a. - L @¢ ,S� 8 ��666£ 2 U� J F5 WYAN.R)SENG.CGM M TRUSS NOTES: Y/ �' 1 Q 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 a BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED c TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY 19 CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL Ip w LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. aFp7 0 E 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT E U 1/ — m w p - u� ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. `m `�j/ QC m S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS cT SHEATHING a 10 N cq IU,,, p` x 1 �" y _ 3 TO4TRUSS rA AS SHOWN ALTERNATE ,`� V to O 0 TRUSS SPACES DIRECTION ? C V y rT RUS ai c°p DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. c , W/ (4) 12d TOP &BOTTOM OR H5 SEE TRUSS (2)- NAILS OR HCLR/LL IN PLACE OF 300 SECTION TO EA TRUSS p (4) REQUIRED @ RAFTERS GREATER THAN 8'-0° B-B FLORIDA CONTRACTORS LICENSE NO CRC1330146 "" "" 3000 GULFBREEZE PARKWAY SEE PLAN DOUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE FLORIDA 32663 PRE -ENO. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS VARIES ROOF REVIEWED F- n 2x STUD WALL w € DIVISION LOCATION: SLOPE SEE PLAN CODE COMPLI` m PORT ST. LUCIE CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. \ \ / 2X4 / 1 . LUCIECCOU "' m Job Information: VERTICAL SCAB 2X6 42 SPF BLOCKING \ / .7 (4)12d WHEN IT LANDS SPF 4W O.C. W/ (4) 12d BETWEEN TRUSSES BO C NEXT TO PRE-ENG. TRUSS 2X8 BLIdNG. NAILED @ EACH TOP & BOTTOM OR H5 OR \ / \ @ 48" O.C. MAX. / '" .. b BIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl g REQUIRED w/ (2) MTS12'S REQUIRED @RAFTERS GREATER \ \ / THAN 8'-0" 2x4 SPF BRACE \ M iF \ @ 48" O.C. - NAIL W/(4) I" COLLAR TIE \ \ 12d AT EACH END & M SHEATHIN EVERY RYR d \ \ ALTERNATE DIRECTION \ \ O CB \ ■V. FILE COPY a 2X4 BLOCKING BETWEEN BEVEL CUTS ° TRUSSES W/ (2) 12d NAILS (OPRONAL @ EACH END, QONT. EACH BAY ) s 0 p TB 2X4 SPF W/ (2) #7X3.1/2" / / TRUSSES ¢ C Lo v ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN = m 1 , 1 O BLOCKING OR H5 @ 48" O.C. / / ■ • � y M PRE -ENO. TRUSS \ / / E ) CONT. ROOFSHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION \ \ OR \ \ / / m Y U coM 4. B 2X4 P.T. BLOCKING BETWEEN (UISP MP4) @ \ \ / � — O JW� M LL TRUSSES w 2 128 NAILS @ DIAGONAL WOOD 2X8 #2 5YP RIDGE BEAM / I } AT 8'-0 2'-0" ON CENTER \ \ / / O J coW W) V EACH END TRUSS MAX .�(... 2x8 RAFTERS @ 2'-O"O.C. \ ,\ / 2X4 SPF BLOCKING V BETWEEN TRUSSES vi VI Model Name MAX. w/ (3) 12d COMMON Y 0 24" O.C. MAX.w/ /Number: 2265 5 WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FF @ 2'-0' O.C. MAX W / 13) 10D \ , \ • •\ (3)12d EA. END (TYP.) SEE PLAN - _ CONC. MASONRY _ COMMON TOE NAILS TO RIDGE BEAM • ' TEEW 2X4 COM. AT SL OR OOD T & 8 CHORD BEARING SUPPORT Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z" sPACE Thursday, May14, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING C � KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING � 20-3291 INFORMATION 0 - P. S 2x4 .Y. 4 P Y, Sheet: — Of: @ rn ti 0 TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL N-Ts ROOF FRAMING =z AND BRACING DETAILS E THERMA-TRU INSTALLATION 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. Predril ling 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" CIA 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 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. i� SPA EVE 6" 6" 6" SINGLE DOOR 6„ SPA EVE 6" SINGLE DOOR W SIDELITE 3" 3" 3" 3" W JITI—f3„ III III E I E 3„ 3" „ 3" 3" 3N DOUBLE DOOR W/ SIDELITES t" 6' WAC E WENLY 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. n O ° {—TOP OF SLAB cy) N. I Z 1 f Ir - If I v v d v1 o z i ' 16" MIN. DIAMETER ri ! CONCRETE FOOTING SPACE EVENLY Grpt OyGM 7" a to use in ------------------ SEALWT NAIL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS.6 PER SHINGLE. Peat Oaf t1 ` Afir'`aP G0r"5e 3(d co"aGo�hsa / E s 100 1eA, s 2g. ' over SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEA VJNT APPLIED ALL LEVEL VALLEY LOCATIONS) EXTURED, PAINTED WALL FINISH rEXTER� BEHIND FLASHING AND EXTENDING A MINIMUMOF6"ABOVE a"H GALV. VERTICAL RISE OF FLASHING VERTICAL WALLFLASHINGCONT. AT KNEEWALL 7 ENTRY,tee SHINGLES H GALV. FLASHING DETAILS 6" H�ORE../Jpl. NOTE' THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION BUCK STRIPS • 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. T\1f IP1A1 /1__ f1110%1 INSTALLATION OF WINDOW /" t l I /" t\V I I I V I LI V I ""'— BUCK STRIPS - 1x4 (DEPTH OF Wow. 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 THRU1. THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 161, C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X 'WOOD FRAME . BY OTHERS SHEATHMS BY OTHERS CAULK BETWEEN FIN &SHEATHI1 G PERIMETER -- CAULK BY OTHERS O.A. WTN4d W HEIGHT EXTERIOit 11/20 MIN. EMBEbMENT r-03'W001) SCREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N'T.S 1905.2.95 DRIP EDGE. 'RDVIDE DRIP EGGS AT AVES A40 CABLES OF SHINGLE ROOFS. OVERLAP TO BE A VNIMUM Y an I76c ). EAVE DRIP EDGES SHALL EXTEND win BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINMALM OF On. DRIP EDGE AT EWES MAL-BE PERMITTED TO BE INSTALLED EITHER DVER OR UNDER THE UNDERIAYMENT. 61NSTNLED OVER THE CNnERLNWENT, THERE SHALL BE A MINIMUM 4n WDTH OF ROOF CEMENT INSTALLED OVER IHE Ban WGE FLANGE. Um:-' EDGE SHALL 9E aa @ (Jambs, Head ad ill ) #111: Sanwa Molding et41i0r RsBd View W7ntldw of Walt kamtrg :e25pruW%ne/Fir Or eeter Minimum Penetration Glazing Bead 1-3/6' T T C Ross Section V few Eserlor Sheathing Yarladon In Will and bulld/np olm,,. It is/eRap to the end user to dis am we Me pmper/ostelYtlon offheae Item& Wore InsW, lw your, r duw'the bubo a rep rnail e pealed back TDm'pe tlon, but please Mstldl the wrap In pmler th blocks froh sc a has ead Geier i a9e'BL:F cons ul. an Is wmplete- StepI Mraseve to be sae the operergs 318"to1/7' Imper than the Window sm both wvtlalN and hosimntally. • You may wish to predriltfhe msmlldtlonholes in the In at tls one. ase A nemanneo, hots; a) me neowft Arras Mai,are not Step 2 Appty a 9enerms bead of sNicone to the baddlde of the mol#htlh9 @n. Use enough akme to surtkleh@y MI al wilds between the fin and me wall dreallsing. Step 3 Irsertthe window the the opening from the oulbr . The window is labeed'inow and "outw, but If tlhese labels have been removed, the glaring bead should always be to to inside of the buiding Step 4 Inatel shims unde this ST, adjusting than until The unit is plumb In the opening. Shims should be mstrlled under the of every 2 W. The window should be basladli, mhtered In the with no more than V4" gap betweehh the mhMow and wall haming. Step 5 Imalla#10 X 111R'serew 4"from the comer or one fin at each end of the had, sN and both jambs, Step 6 irdall the r fining taswe in 8" Inpremerhts from to Carla saves to me cauef of each name memlher. Use arerho m over. tighten the screws and pull them through the M. As%make sure the SCREWS goin straight and do net am the frame m bow: Wall fretting should be a minimum of*2 Spruoll ne(Fir. Fastena s siould be #10 screws of suffldent Iq arhhew:.13/8" 4uo The waA and do leu tlhen 1/2" from edge offraming. Fasrdrl qudnuis;needed In each side of frame to achieve a-Corona $ep a If desired, a roam Insuladw an be applied to to interior gap between the window and wall fralrhirg. If applied, fhb mustbe me NQfJ t-d'PAA'DI/d6 7YPe )!GM N, 5C9 Since Nexwindowsarettomilylsedm rooms With high mdHturc,Is; batvooms,tsreoonmentlM tlhe fire imeda gap. between the widow and wall framing also be soled With sNoore and tooled as as not to Matters with the Indtallatah of Wallboard, file o trim. Sep 10 Ono all cengnxtlonk mmplate, remove d the bubble wrap from the Inside aBUBI eef the widow. If neoessay, clean the boos with a Mid dea REM ad warm water usi , a on cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: # DARE 1st Choice COUNTY APP. IKO Industrues, Ltd Cambrc a AR NAIL SHINGLES W/ 12 GAUGE ROOFING FLt7006.1 R-10 B NAILS. 3/811 MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING f ROOFING VENTS: Florida Metal Products nD. FLAMCO "Off -rid a vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R•1 ROOFING UNDERLAYMENT: 1st Choice WOOD AND IN USTINC TYPE It UNDERLAYMENTS HVHZ #3ASPHALT-SATURATED ORGAN LT UNDERLAYMENT SHALL BE APPDED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL15216 - R3 2O6.1 2nd Choice Overhead Garage Doors: 73w6 1st Choice +30.0/-30.0 CLOPAY 16 x 7 2"x6" P.T. WOOD JAMB WITH 5) 1/2" DIA. x 8" "J" BOLTS FL16546 1 2nd Choice +30.0/32.0 CLOPAY 83W6 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRUCORP. FIB RG S R GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN-12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA 7RUCORP. FLUSH FL20461.19 FIBERGLASS DOOR OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 461. i TOP & BOTTOM OF INTERSECTIONS AND MIN, 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES); Sidin • ' " 1st Choice +0/-146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING F FL20403.17 Shakes NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL RE N.A. N.A. Choice SHALL BE BEYOND WALL DRESSING I Windows- COD 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCO� 17676.1 IRS,_ Single Hung (fin) ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS 3540 SERIES r Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF FL 17676.8 R9 ,c. 3540 SERIES 3540e SERIES c +50.0/-50.0 MI WINDOWS PicturIN SUFFIENT LENGTH TO ACHIEVE 14," INCH MINIMUM EMBEDMENT FL18644.3 R3 WOOD SUBSTRATE. T Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 Muillon 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE ri Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR I FL18644.3 R-3 WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD E 2nd Choice i BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. h 3rd Choice t Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN RFCTION OF SOFFIT LENGTH FL16503.4 R3 Hurricane Panels: 24" Ga. 46 PSF EXT/ HURRICANE STORM Galvanized DIRECT MOUNT. TOP VV-20 MALE PANELMATE W/ 1st Choice I FL16293.1 PANEL MFG. INC. WINGNUTS AT 12u/z" O.C. BOTTOM 1/4"-20 SIDEWALK 46 PSF TNT. Steel nelsrm BOLT W/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56120 JC Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 �V I r �Ig N N BE, 00 3 v 51D � _ ID LD N 1— €3�m goy €o `-Ln Omrn ri C'i d w m b ww1 cos` 0. g claw = g W W y I' tea �gE �` ma' a i 0 m-I Qa Ro ' it F- LL SLL o pe,, m pp]7 •LV�I�g � 6 t erg $ �FBAr' 2 �L a o Ln saW UI—� DOD 1 _I v C4 h Z N O ' Z m o f Z 0 N J 0 d — s t i Z o t/1 C9 CI i 1 v 0 E v—� 0 IL O Ln c m Ln o m I TCS � mm U 2 tN E o WN.xl 1500 — z•a x o UN ad �Q ' ¢ mo°h Qm' 0 T DAMS HOMES I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 _ 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: a O O LLB z To o In W N 0 m GD dIn N 3 N G V L z H U m m a 0 MJa^aA� 'W�//'� �/� w W VI Model Name / Number: 2265 Plan ISSUE Date: Thursday, May 14, 2020 KA PROJECT NUMBER: 20-3291 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) LY N AS NECESSARY INCORNERSFOLD TPWEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH . , � RESISTIVE BARRIER & WEATHER RESISTIVE SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING GENERAL FLASHING AND WATERPROOFING METHODS /-WEATHER TO BE USED, R703.1 General. Exterior walls shell provide the building with a Weather -resistant exterior wall envelope. The exterior i RESISITIVE 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 s EXTERIOR SELF -ADHERED FLASHING 314•-1• BEAD OF CONSTR. SLOPE covering from further intruding Into the exterior wall assembly. An exterior wall covering Is described as a material or- SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0,6 cm : 30.5 cm) SELF -ADHERED FLASHING barrier, Insulation, or for aesthetics, Including but net limited to, veneers, siding, exterior insulation and finish systems, WALL BY 6IN. UP JAMB 6". USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and embellishments such as comices, soffits, and fascias. Wsss+m,cn rxxnav�, OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved water-realstive barrier shall be applied over studs or sheathing of all exterior wells. Such RESISITIVE CEMT. 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 6 BARRIER SEAL TOPS of JOISTS �I % ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). where JObIts occur, felt Mall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING i SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the SELF -ADHERED FLASHING (SEE DETAIL WP07) requirements of the exterior wall envelope as described In Section R703.1.S WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over wood -based a HEAD FLASHING TIE-IN INSTRUXTIONS: D@t81I Instructions sheathing, shell 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 v 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 R703A) Intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: harder Is directed between the layers. resistive barrier o j PAPER 1. Install self -adhered flashing in order as shown by numbers 3. Fold weather resistive barrier back over head flashing and 1 Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to 0 seal with tape 2 O 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 2 2 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. € 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. corrosion resistant flash) a embedded in the adhesive la er -for ease of installation and to minimize g flashing shall be applied shingle -fashion in a manner to prevent entry of Y SELF -ADHERED FLASHING scale: NTS layer) water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes SELF -ADHERED FLASHING SELF -ADHERED FLASHING g g P FLANGED WINDOW W P 01 IWPO 2 IWPO3 scoring Cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shell be sealed at the juncture with the 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and bulldbtg wall with a sealant complying with AAMA 800 or ASTM C920 Class 23 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 x 6 Fluid applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to file EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: EXTERIOR SHEATHING 3/4"-I"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows g `�phhluhrrrr -� ADHESIVE TO BE OFF DOOR ANUNDER FLASHING D RETURN FLASHING, SEE B & HEAD ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly t0 fit i. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the e``v� 6\-0 TO rrG* 1 9 9 9Y , �P...... UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. 3 e. OR EQUAL WEATHER PROOF CAULKING ( tight to corner y gs ply with AAMA 712. Flashing at exterior window and door openings J��: r�� E N SF•'•;�iP ';. REFER TO TECHNICAL SEE DETAIL WP01) M¢ChanlCall attached flexible f185hin Shall com LETTER ON CHEMICAL 8. Mechanically fasten as necessary shall be installed in accordance with one or more of the following: ,� v; COMPATIBILITY SCORED N 87864 ' RELEASE PAPER E pp L1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the m e SELF- ADHERED SELF -ADHERED FLASHING, ��. ' BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where c RELEASE PAPER TD EXPOSE FLASHING EXTEND A MINIMUM S' ADHESIVE As s6owN) fleshing Instructions or details are not provided, pen flashing shell be installed at the sill o} exterior window and -'' � -O ' TATE Os- 1 ' VERTICALLY FROM door openings. Pan fleshing shall be sealed or sloped In such a manner as to direct water to the surface of the =° %� •• BOTTOM OF 3 ♦ Q THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall e �'e 'c �.0 Ft MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. t= r��s .... SECTION -A NECESSARY IN CORNERS THROUGH n i�aV •O f�j e+100 SELF -ADHERED FLASHING 1-2. In accordance with the flashing design or method of a registered design professional. E rf a b c:: e e sxS a (SEE DETAIL WP02) 1.3. In accordance With other approved methods. 4+ SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or v FLASHING O V� \ FMA/AAMA/WDMA 400. ~ V 2 2- At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both 8 SELF- ADHERED FLASHING tJ sides under stucco copings. °- NAILING FLANGE P 1 © 4 3, Under and at the ends of masonry, wood or metal copings and sills. o 2 SEAL TOPS OF JOISTS 1 DO NOT FLASH OVER $ UNDER DECKING s 4. Continuously above all projecting WOOd trim. E # m BOTTOM NAILING (SEE DETAIL WP07) 2 ] a V •.s t m W m FLANGE 5. Where exterlor porches, docks or stairs attach to a wall or floor assembly of wood -frame construction. F w a w SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING s. At wall and roof Intersections. 3 d r Q # WP04 EXTERIOR DOOR WITH DECK WP05 WP06 8ca DNA HALF ROUND WINDOW INSIDE CORNER 7.Atbuilt4ngutters. m m �g9�2 w 9wc �p5�� atism ui N SELF -ADHERED FLASHING '' u e'6 Z -o H'c Z cc DECK PROTECTOR �' F„ a„p;r' • SHEATHING 6 O 7/8"Cement Plaster 7/8" Cement Plaster BF sg any; in accordance with In - M ASTMC926 with c ae Z ASTMC926 ` v SELF -ADHERED .. Felt backed metal Fail backed metal §»5 vnwvPosErvo.coN ❑ ❑ ❑ all FLASHING PATCH "_ - o SELF -ADHERED FLASHING lathe in accordance _ v (- lathe in accordance ^ (9 with ASTMC1063 with ASTMC1063 a, [ ' ) ? C4 o DECK PROTECTOR VVV.JJ/ .r m 'Z Building Paper Building Paper 5 z10 s n \I I i lIII o-7/16" O.S.B. Is° O.S.B. sheathing sheathing DOUBLE �o d _ a VVV SINGLE �' I JOIST SELF -ADHERED FLASHING , ' Metal - Keep top edge .o Lr1 OI' JOIST Flashingof weep screed N a SELF -ADHERED FLASHING 1 , 2" below top of a--+ w r- 31/2" block 0 E 3"MIN 2 Unperforated E 4 Flange 7/8" Vulcum V) c m Weep Screed Gault bottom U-) m O 5 joint only i° E Maintain Metal Flashing h o o Bottom of SELF -ADHERED FLASHING SELF -ADHERED FLASHING APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN WeepScreed 3-1/2 Unperforated o ' ' = too v \HO.8362X;DECK JOIST W P07 WP08 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE JWP09 1 1/2' to 2" Flange 7/8" Weep Screed U OUTSIDE CORNER c rn v m INSTALLATION OF THE SUCK/RECEPTOR. Above Roof = m o m 1 /2" Cementitious Q Qm Sheathing Decorative Finish tA DAMS HOMES 9 ,o • ••o, All inside and EXTERIOR outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 WINDOW UNIT ••O• need tO be mfter v 3000 GULFBREEZE PARKWAY CEMT. FIN. cut and caulked all 11 Cement BUILDING PAPER n aCCOrdalnceer ••e, .o,., a O GULFBREEZE, FLORIDA 32563 SLOPE becaulked using v SLOPE with ASTMC926 SLOPE 0.3 in: 12.0 in Vulcum caulk for all DIVISION LOCATION: 0.3 in: 12.0 in (0.6 cm: 30.5 cm) (0.6 c 12.0 30.5 over wood 2nd PORT ST. LUC I E (0.6 cm : 30.5 cm) floor a'$m•. ;; (0.6 cm : 30.5 cm) ° Job Information: -Z CO®E SELF -ADHERED FLASHING ST. WIRE LATH SELF -ADHERED FLASHING F--- EXTERIOR o N CEMT. FIN. ly BUILDING PAPER -o O WIRE LATH _t 1/2" Cement IV V SELF -ADHERED FLASHING Plaster Finish to to Block aW N a, 4 WIRE LATH 2 1/2" Perforated m "4• Flange 1/2" Weep o > d u BUILDING PAPER w v cv 3 BUILDING PAPER ...Cement a, Screed m Z • " m o7 a Plaster o Z V over block ' EXTERIOR 1stfloor N O m U) (n w LL WINDOW UNIT CEMT. FIN. Slab Install bottom Model Name / Number: edge of weep screed 1" below 2265 finish floor Plan Issue Date: Thursday, May 14, 2020 OPTIONAL [DETAIL S 2 KA PROJECT NUMBER: ONote: 0 3 The building papar and metal lath s 20-3291 SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING must be Installed Over the top Of /�1 WEEP SCREED DETAIL CEMT. FINISH WINDOW HEAD Sheet: �� Of: W P 10 CEMT. FINISH WINDOW SILL FW-P 1 CEMT. FINISH PARAPET WALL W P 1 2 the Weep Screed. SCALE: NOT TO SCALE ov a WATER PROOF DETAILS 5" bath duct to roof cap w/70 cfm fan H2 aS o8A T2A03fl' „o I-.s • 105 a BEDROOM 4 TH 3 8'-0" CLG H2 OaAE 9 61 10 6 1 wcd 35 10x10 rag 5> BREAKFAST .D.M 10,-0" CLG aaos-s 65 . 8 10x6 1 wcd bath duct - Lo roof _ SIP! • BEDROOM a • ■ / • • • • 70 - ii ,1 u n10x1O • • •• �• : • •� • - -- • — i� -- u BEDROOM`fit; c 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL AREA CALCULATIONS 1st FLOOR 2281 S.F. TOTAL LIVING (AC) 2281 S.F. GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI 476 S.F. 57 S.F. 186 S.F. TOTAL AREA UNDER ROOF 3000 S.F. 40 8x4 1wcd, 8x4 1wed 10 UTILITY Baas-s 8'-0" CLG EE* H2\A ?H .H.W 22300A OI1TA OJ3r9 HI 3TA3OJ NIM "m X "Ss 2 CAR GARAGE 8'-0" CLG FLOOR PLAN SCALE: 1/4" = V-0" ELEVATION "A" & "B" LAN Al 8'-0" CLG H2 OZM (S) 225 14x8 1wcd FAMILY ROt 10'— 'CLG 14" MM �H - ® 1 "0-1B oT X08 90R0 6 lei 14.1, FOYER 0 10'-0" CLG o DININGROOM 9 9 i —0" CLG m o v 95 0 0 — 10x6 lwcd _ ,aaoE 2713012 SI — S — H2 aS J8a _ .VGA MOZHA OJHT .T3M VGA .2HAFIT .V3J3 332 4" dryer duct to roof cap ENTRY w/dryer vent box 3.0 TON W/5K W 0240V 1 PH 18x13 plen platform by bldr scale :1/4"=1'0" H2 aS J80 OWNER'S BEDROOM 8'-0" CLG 195 14x8 1wcd N 140 12x6 1wcdlit LIVING ROOM 'INVERTED HIP TO 10' H2 as J8 5" bath duct to roof cap w/70 cfm fan —light NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 5" bath duct to roof cap w/70 cfm fan REVIEWED FOR CODE COMPLIA N ST. LUCIE COUNI BOCC FILE v s s 0 N � V SL 6 S Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.