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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OFRADRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 1. BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE AND LAWS ESTABLISHED BY THEFLORIDADEPARTMENT OF AGRICULTURE AND CONSUMER SERVI NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA I WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PO ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 202, TREATMENT, A PEST COMPLETE NITH RULES ES." - AUST BE ON FILE IONS OF WOOD 1. ALL. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 26 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS),A SLUMP OF 5 PLUS OR MINUS 1', AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND! CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4.. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2',' TO FORM U.N.O. 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 THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRER PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS. SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING, SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL M505 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th, EDrnoN (2020) IS TO 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 PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3 00 P.S.I. FOR THE CONCRETE STRENGTH. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 7017, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR. STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAFL20 1• CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST, WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: - - (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C10 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METNL LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER PLASTERING WITH VED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVERV CODE-APPRCONCRETE. CLAY BRICK, STONE, OR TILE. IF THE PLASTER COATS WHERE COMPLETELY COVERED B FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, TOTAL THICKNESS IS AS SET IN TABLE I11. CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE OF THE TYPES LISTED IN R703.7.2. WATER -RESISTIVE BARRIERS. ATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHEREAPPLIED WATER-RR703.7.ESISTIVE WOOD -BASED SHEATHING, SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH AT LAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER-RESISTIJp'E DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM 0226 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED. OVER STUDS OR SHEA EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LA) THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NC INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER-F MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PEN ET BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OFTHE EXTERIOR WALL ENVELOPE DESCRIBED IN SECTION R703.1. 3; OR ASTM C1787 OR WOVEN WIRE LONG, 16 GAGE ANY TYPE OF MASONRY, VENEER R OTHER PROVIDED R WITH ONE OVER A PERFORMANCE BARRIER IS FOR TYPE 1 ING OF ALL ER LAPPED OVER T LESS THAN 6 ESISTIVE BARRIER WATER -RESISTIVE TONS AND AS 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GR STRENGTH OF 2000 PSI if m = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A' 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MA OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. ;PLASTIC GROUT INTO CELLSBELOW. THE USE OF FELT PAPER AS A STOP! S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SMALL BE 1.0. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) D CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER C ODE: DE IN, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE IMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS ARE REQUIRED DURING CONSTRUCTION.. ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR 1OFT, OFTHE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF IS PROHIBITED. DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR ABOVE AND BELOW ALL WALL OPENINGS. YS AND NO CONCENTRATED LOADS FOR 17) DAYS. PER CODE ACI 318-14. ROUT SHALL BE FLUSH WITH TOP OF WALL. DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR 1,JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 71/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 40Fr SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING f� WOOD CONSTRUCTION SHINGLE ROOF (PST) METAL ROOF (PST} TILE ROOF (PST) HEAVY ROOF (PST) d. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM WOOD STRUCTURAL L FRAMING MEMBERS 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 FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE. STUD UP TO 1".DIA. SHALL HAVE STUD PROTECTION - SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUDSHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. 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, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 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. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALU S U.N.O. PARALLAM COLUMNS: 1.8E Fb = 24DO PSI MICROL M (L L) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WAY-L AN FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD R OSB FLOOR SHEATHING: T&G A -CD ROUP I APAIOR RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 - 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE. (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED .WALL SHEATHING: 7/16 3 2" RATED OSS EXPOSURE 1 / " STRUCTURAL I OSB EXPOSURE 1 DR 15 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: 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 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® 5) (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 50 (+) 24.8 (+) 24.8 O (-) 27A (-) 31.1 @ Q (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-1 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 WAN 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. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL. PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS SA DETAIILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC ;iecaaaPfeil, V e `. ...V, 33�o bi % . s � n °•, L 's n � P L � EON `mo v ,> P i- € a; Q •� o N FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) - w INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING S g = R j. ,7 j W a R SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PST) SEE FLOOR PLAN FOR ACTUAL PRESSURES �� € "� w UP a IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. PER LL g� 0 �° a o SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711, ALL EXTERIOR FENESTRATION STRUCTURAL PLANS ?$ PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH ASEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 5 $ W Nam m o 9 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. Z BIN Q Q C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 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: 169 ; M S 5 a MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH. AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 8 ° y e* TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) '• t3as APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) 9g.I a ° wwd: �srrvc.cana ❑ ❑ ❑ • EXTERIOR WINDOW/DOOR OPENINGS, - THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES • INTERSECTIONAF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) AND GOVERNING CODES. 7. PRE-ENGINEERED WOOD TRU6SES SHALL 8E DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS A E • UNDER AND LY AB ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, STACK ROOMS 150 (PSF) Z "� • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, D z o g • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 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) •o CONSTRUCTION. 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) • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q. y SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30.(PSF) • AT BUILT-IN GUTTERS: a STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG Z-M N � 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A p 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. MORE INFO. Ln c FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: ^ �M 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTI TED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED 70 BE LOAD BARING, SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed In the titleblock of these w o g ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S REdOMM NDATIONS OR SIMPSON 1/2" 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 _ 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 H 2. FOR. MISSED VERT. DOWELS, DRILL A 31 DIAMETER HO E 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 L) 8 03 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT FIPDXY (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. a oa 0 n°u m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations 10 DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to A :DAM'" HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE 111 #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 o 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 OFTHE information found in these documents, Any questions regarding the ON MT. M16 TWIST STRAP W 4 s4"x 2'A" 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 plans should be directed to our Quality FLORIDA CONTRACTORS UCENSE NO. CRC1330146 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY T BE'�,SUBSTRU (US WITH (1) MI6SIMF S / O 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 OTHERWISE MASONRYIMISSED COANDRAC SOT NAILS TO TRUSS FOR UPLIFTS LEGS THAN 86" LEIS (USE (2) SCREWS FOR UPLIFTS LESS 2 1/4"N TENS O. JF CORNER STRAP IS Assurance sement immediately. nglneebackcwith will be considered TOPROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE,. MOLD, FUNGUS., FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER SOOO GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 �V/ (4)��.1/4" x 11/2 SDS SCREWS AND (5)1/4" x 2 1/4" TFfENS.ONE EACH SIDE OF TRUSS. for reimbursement r the De signersEngineerWithout advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32568 CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. NO MORE THAN 10 STRAPS MAY 8E SUBSTITUTED OR NO �MORETHAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made in accordance to the terms Of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OFCODE SECTIONS. _ PORT ST. LUCIE 5. IF MISSED, MSTAM36OR MSTAM40 STRAP IS MISSED FOR 2NDFLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON II W/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT ® Job Inrmation: fo FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD L OCATI )NS. MASTER REVISIONS Z( DATE DESCRIPTION REVIEWED FOR 0 iLDAMCODE COMPLIANCE I- DAMSE ST. LUCIE COUNTY 0 Q 0) IL Of Northwest Florida Uj BOCC ae > d CO 0JL1J� .0 00 (n U) ® Model Name / Number: 3000 GULFBREEZE PARKWAY GULFBREEZE, ELORMA 0`365 FILE COPY 2000 ® Plan 155ue Date: Friday, July 23, 2021 KA PROJECT NUMBER: I MODEL 200021-8330 I Sheet: A Of: COVER SHEET r® BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(PII) NO BW1 jAr (2)16d TOENAIS (2)366 TOENAILS SPF UPLIFT BW2 16" SP2 W/ (6)401 SPl w/ (6}iod SPF 402 STUD, (6) 10d PLATE STUD, (4)10d PLATE BW3 16" (2) SP2 W/ (6) 101 W SPi w/ IS) SPF 803. STUD 8 6d PLATE P T STUD, 4 10d PLATE BW4 16" (2)16d TOENAILS (2)16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6F10d SPS W/ (6)40d 18" STUD, (61 10d PLATE STUD 4 10d PLATE SYP 439 BW6 16" (2) SP2 W/ (6) 10d SPS W/ (6)-10d SYP 878 STUD 8 10d PLATE STUD. 4 10d PLATE BW7 Ill.(2)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6FSOd 3W8 12- STUD. (6)10d PLATE STUD, (4)10d PLATE SPF 535 (2)SP2 W/ (6) 10d SP1.W/ (6}1od BW9 12" STUD, (6)10d PLATE STUD, (4) SOd PLATE SPF 1070 BW10 12" 12)16d TOENAILS (2)16d TOENAILS SYP b SP2 W/ (a)-10d BPI W/ (6}10d BW11 12" .STUD, 8)10d PLATE STUD, (4)1pdPLATE SYP 585 BW12 12" STUD, Is) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED DOUBLE 2x TOP PLATE ,• TOP OF WALL b SEE PLAN S� MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE 'MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH BE MSO3/Sd FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WT09 CAN MASONRY WALL BEIGNORED. CONNECTION INFO 2x MIDSPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION -' -=-=� PIAN FOR MORE 2X P.T. W/ 1/2" A.B @ 32" O.C. W/ 7- INFO EMBEDMENT OR 1/2- A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7- EMBEDMENT PAST STEP DOWN. .'i REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. '- 7/16' OSB PLYW'O SW/ SAME EE GENERAL NO EEMW/8d NAILS AT 4'ac 8 BRIG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE ASSUME 20 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1.OR SPF02 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND SP2 INDICATED IN SCHEDULE ABOVE 5.IF'SW IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3A OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR To FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6.IF"SW" IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 6d NAILS AT 4. O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAIUNG SCHEDULE ACT AS SHEARWILLLS. SEE PLAIT AND WALLS SECTIONS FOR STUD SPACING AND GRADE IS INDICATED WITH ESE WALLS ARE ONLY E BW1 BW4 BW7 BW10 THESE B. , T SUPPORTING THE BOOR LOAD AND DO NOT HAVE UPLFT, THE STUDS ARE TOE NAILED TO THE SUPPORTING THEWALLFLOOR PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING. WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. IOM 0,148" DIA. x 3" LONG HEADER SCHEDULE MARK HEADER SIZE REMARKS Ht (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W11/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ t/2" FLITCH PLATE THIS SHEET H3 (2)- 2XIO #2 SYP SEE GENERAL HEADER NOTE 45 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 ' W/ 1/2" FLITCHPLATE THIS SHEET (3) 1 3/4" X 11 114 ATTACH TOGETHER W/ (2) ROWS 114"X 312' H5 _ LVL 2.OE Fbc1600 PSI SDS WD SCREWS 01 G' O.C-TYP. EACH SIDE (2) - 1314- X 9 1/4 ATTACH TOGETHER W/(3) ROWS 114" X 312' H6 LVL 2.0E Fb=2600 PSI BOB WDSCREWS 016" O.C. TYP. EACH SIDE HEADER SUPPORT NO, OF JACKS& STUDS REC. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS I SIZE EA, END EA. END EA. END EA. END 1' 0" - 3'-11" (1) (2) (1) (2) 4'-0"-9'-0- (2) (3) (2) (2) 10'-0"-16'-O" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ FTAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5.FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. EAM SCHEDULE MARK BEAM S¢ CONNECTIONS (2).2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) osB PUITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 120 NA ILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH S DE COL. U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYb W/ 7/16' CONNECTION: PROVIDE(2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER SING (2 SIMPSON HTS20 TO WOOD POST ROWS OF NAIH LS ®12"" OR (2) SIMPSON HETA16 TO CMU C SI E O.C. TYP EACH COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 BY' W/ 7/16" CONNECTION: PROVIDE (2) OSB FLTTCH PLAT.: NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SI E COL, U.N.O. ON ROOF PLAN. (2) -13/4" x 11 1/4" LVL CONNECTION PROVIDE (2) 2.0E Fb=2600 P 91. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USIN 3 (2) ROWS HTS20 TO WOOD POST 1/4- x 31/2' S S WOOD OR HETA16 CMU OR R (2) SIMPSON SCREWS @ 16" °C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4' x117/8" 2.0E Fb=2600 P LVL M. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USIN 3 (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" S S WOOD SIMPSON HTS20 TO WOOD POST SCREW$ @ T6° C TYP OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 1 " LVL 2.OE Fb"2600 151. NAIL BEAM CONNECTION: PROVIDE (2) M6. TOGETHER USI G (2) ROWS SIMPSON LSTA24 OR (2) 1/4"x 3 1/2" IDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.NA. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORI ECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR E OTTOM OF BEAM INDICATIONS S. BEAMS ARE NOTTO BE FILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FRC MTHE E.O.R. COLUMN SCHEDULE MARK COLUMN SIZ (BASE) CONN. & FASTENER UPUFr(Lb). C1 (3) 2 X 4 #2 SPF (4) - 16d TOENAILS 0 02 2 1,4 #2 SPF DTr2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/7 2145 (3) SOS SCREWS 0)2x 4SYP #1-oR- (4)-16d TOENAILS. 0 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 114- X 1.1/2- 2145 BOB SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8' ATR** U = 2200 SYP POST & (12)- lad NAILS 8 x 6 P,T. #2 ASU66 W/ 5/8" ATR** G =12000 SYP PORT (1.2) & - led NAILS U - 23DO e x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR**-'! G = 24335 C7 SYP POST & (1S) -1Sd NAILS -- ` -'U = 2320 C8 3.5 X 8.5 P.L 1.8E FO=2400 PSI HDU6SDS2.5 W/ (14) 1/4' x 21/2° SDS WS & 5/8" EPDXY 5645 (WOLMAN¢ED IF EXT.) ANCHOR, OR ATR**_. 3.5 X 5,25 P.L. HDU5-SDS2.5 W/ (14) 114' X 1.8E RT=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMAN¢ED IF EXT. ANCHOR, OR ATR" 3.5 X 7 P.L HDUSSD$2.5 W/ (20)1/4" x C10 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8 EPDXY 6970 (WOLMAN¢ED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E "HDU83D32.5 W/ (20) i/4iA 8" PDXY & 7/ E 7870 MANIZE0IF (WOLMANIZED IF etTJ ANCHOR, OR ATR*** ANCHOR, , O AT 7 x 7 P.L. HD1185052.5 W/ (20) 1/4" x C22 F SI EPDXY 7870 WOLMAN¢40D TEXT. ANCHOR, OR TR.. GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S,3 4. MINIMUM BOLT EMBEDMENT: 5- EMBEDMENT FOR 1/2' ATR 6' EMBEDMENT FOR 5/8" ATR 8' EMBEDMENT FOR 7/8' ATR B. IF(Ci COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) B. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAX! COWMNS (18E) MAY BE SUBSTITUTED FOR ANY P.T. SYP PON NOTED IN THE PLANS COMMON NAIL PIA. / LENGTH PNEUMATIC GUN COMMON "s. GUN APPLICATION NAIL DIA 4-ENGTH NAIL SPACING 8d 0.131"X M" 0131 X2'h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148' X 0131- X 3", SEE PLAN BLOCKING & TOE 0.148" X. i4" 0.131' X 3 44• . NAILS & TOP PLATE 12d 0.J48" X "A' 0131' X 3 ILA' S" O.C.(COMMON) STUD WALL 6" O.C. GUN NAJQ CORNERS ISM 0.148- X 0.131- X 3" 8". O.C.(COMMON) STUD PACK 6' O.C.(GUN NNW COLUMNS led 0.162° X 6 "h' 0,131' X 3 64•' 12)16IXCOMMON) SEE PLAN 13)16D ( GUN NAILS) ED 0 R En HOSE+ BIBB 48' 8" 35'-4" 3,.4„ 14'-10" 9,.9„ 6" 6„ _ - _ - _ - _ - _ _ _ � _ _ - _ - _ - _ - _ - _ CD11`TYP. BM8 BM3 S3 COVERED PATIO ' 6M5 20,_0"x 10,_0" BM5 5'-4" 7'-0" 1 1 ' 7'-4" 5'-0" 9'-4" 4,$„ 11 VERIFY LOCATION ' W/ BUILDER M25 O SH 25 SH 25 SH DEL 25 SH Alt 286811 EGRESS EGRESS 14'-2" 24'-6" MASTER YNLOOK T CLG. BEDROOM o VAULT CEILING - - - - - - - - - - - - - - - - - - - - - -.- - - - - - - - - - - - - - - - - - 7 -10" 16 -8 C4 w z J 3:12 a GREAT SLOPE m o VAULT CLG. 3.6"1. 1J O w (0 ylit z :36" FLAT BAR y w No TOP ON34'h" (w r? w _ o m WALL W/ 12' 1O08 03 �� O.H. I = W W J _ 3_06 Z' O_6 _ ' y I -- R/SH ------- KITCHEN 10'-0"FLAT CLG. [ATTIC y YYI O VAULT , i REF. C' WIC 00 I VAULT= -2 `----- --------- 1• - - - - - - - N R/SH I 4'-2 4'-0" 2'-0" 10-11 _ 5'-5" 17-2" BEDROOM 4 ST DY ' DOOR, PER. VAULT CEILING 4868 ACCESSIBILITY _ CODE 3'-6" M cc op DINING 10'-0 FLAT CLG. Ta C UJ C� 2 W A p p) V-4" J 0 A aqg m M. BAT OLA I z VAULT w q h els o PROVIDE PLATFORM CD o FOR HVAC UNIT - - -R/S VERIFY SIZE W/MFGR i 2668, O � Ili N 3 X 4 a ,0 I (6 81-5", 5,_9„ F.G. SHWR DRYER VENT NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IF W H '. i. THRU ROOF D ; MAX LOT 35' y REQUIRED BY MUNICIPALITY. - ---' o BEDROOM 2 SEE SHEET 4 FOR DETAILS LO q lr VAULT CEILING w :W": LAUN HA SON BOX „ W ' 03 "AFF r' ' 2868 21'�" 7'-91. 7'-6" 12'-2" FOYER ' ATTIC ACCESS LOCATE IN FIELD VAULT CLG. 2668 ti F I 22" X 36" MIN BW2 o o c I SEE. ENERGY FORM. FOR WALL INSULATION I I 3' 7" REQUIREMENTS S3 3 CAR GARAGE 3068 VAULT CLG 8' CEILING _ EGR S R/S 0 4%1" 1 9 6 10" N MS 3- 3.1 a ENTRY 2668 i o 2668 �.. , 27-8„ 6•-4, 12,-8„ BEDROOM 3 ' o 8'-0" CEILING. :a O I, I O H O , ' 8' X 7' OVERHEADIDOOR EGRESS 16' X 7' OVERHEAD DO�R DEL 25 SH 16'-0, 1,.-10" 6,-4' 64„ 48'-8, ,HOSE BIBB `J R 0 �J 160 MPH OPENING PRESSURES .ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 +26.5 / -28.8 - O +26.5 / -34.4 +24.8 / -27.1 O +24.8 /.-31.1 +24.3 / -2716 O +23.3 / -26.0 NOTE: 1° WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND. SPEED. THE WIND PRESSURES USTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL .0 O fT w Qv, S GENERAL NOTES ®�G • 6A C4jj z O:JJ R302,5.1 Door from garage into house must be a is : OF N• minimum 1 3/8' solid wood door, solid or honeyoombcore steel door, or 20 Minute fire rated door. >'O ° • S " �� r O''°• Bathroom exhaust fans must vent to the exterior of �. the building, exhaust to attic space and soffits Is not �� i �`S S 10� P V a^ acceptable. Ventilation Shall be permitted to exit through J'Jimii\1i -� the soffit if solid soffit is installed 5'-0' on each side of LL the venting. R302.6 The garage shall be separated from the residence and It's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (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 X gypsum board or equivalent. Where the separation Is a floorcelling assembly, the " i? _ o �. structure supporting the separation shall also " $ W N m Protected by not less than 1/2 inch (12.7mm) '€ W g 10 10 1- roc gypsum board or equivalent. $g a 4♦: 4e R312.2.1 Window sills In dwelling units, where the NW c W - g 20 Ooperable� r f the sill an window o nln is located PPe g less then 24 Inches above the finished floor and greater 88 A 0 y $ § 0- a than 72 inches above the finished grade or other Surface ; s5 w Q p LL a vi y below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]. " g s T z R308,4.2 All windows within 2'-0" of doors and in S' ;z shower or tub areas will be safety tempered glass. o T' z N J a Ceiling for exterior entries and covered porches to 8a (7 6 O. have 7/16", span rated OSB nailed per zone on v fi m� W roof diagram nailing schedule or 5/S" COX.", wWw.FosENG.coM ❑ ❑ ❑. -1X TBLG acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to Z unconditioned spaces (e.g., attics and crawl spaces) - o shall be weatherstripped and Insulated to a level Z gi equivalent to the Insulation on the surrounding p," surfaces, a M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections t!I (D` ro M1502.4.5.1 through M1502.4.5.3 Q) y Eli 4--1 w -a Ceilings for exterior entries and covered porches to be (10 in m 7/18" OSB on underside of roof trusses shall be 1.1 ettaCheO to all framing members with 2x blocking 0 w � Provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be V attaches to OSB per manufacturer specifications Fw- c O 0 m u �O_8t pQx ' ' C N O:0 od 119110 11 A 11=== a 1 FLOOR PLAN SCALE: 1/4" =1'.0" ELEVATION 111311 CODE COMPLIAW BOCC AREA CALCULATIONS 1st FLOOR 2004 S.F. TOTAL LIVING (AC) 2004 S.F. GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI 754 S.F. 45 S.F. 200 S.F. TOTAL AREA UNDER ROOF 3003 S.F. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O ILE ---pY Z c � w ut LLI N D G � m 0 d s ® J Q ::) (o 0 OD J M e'!F AVP.yJ u. J' ® Model Name / Number: 2000 Plan issue Date: Friday, July 23, 2021 VI KA PROJECT NUMBER: 21-8330 Sheet: 2 Of: FLOOR PLAN 101011 14' SO" GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 8" AND SEALED. 2 4. 2500 PSI CONC. SLAB W/ 6X610/10 W W M, OR RBERMESH /FBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER-414 FOR FlBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FrR. TO BEAM W/ 11) #6 REBAR TYPICAL ABOVE SLAB. HOOKED FIG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB.. 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS, 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 1O' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C, TO DETERMINE STEP LOCATIONS IF REQUIRED, 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. SO MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLESOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSFSEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A. MINIMUM SOIL BEARING CAPACITY OF 20GO PI MARK SIZE DEPTH REINFORCING GRAVITY CAP. INS F1.0 P-0' X OONT. 1'-0" 2 #5 E.W. HOT. 2000 F2.0 2'-0' X 2'-0' V-0" 3 #5 E.W. HOT. 7200 F2.5 7 2'$" X 2' W' .1.'-0". 3 95 EW. HOT. 17.000 F3.0 3' 0" X 3'-0" 1'-0" 4 45 E.W. ROT, J 5600. F3,5 3 -6" X 3116" V-0" 4 #5 E.W. SOT 21WO F4.0 4'-0' X 4'-0'. 1'-0" 5 #5 EW. HOT, 290M F4.5 4'8" X 4'&' r-4' 5 45 E.W. HOT.. 34500 F5.0 5' 0' X 6'-0" 114. 6 #5 E.W- HOT. 425GO F6,0 6'4" X 6'-0' V4" 7 #5 E.W. HOT. 61500 LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING a r --1 VLUIMINU MZ)LK ---------------------�-----------------i-- - 1 F2.5 F2.5 ; F2.5 V 1 i F 1 FM03 ' 3.1 in m 1' 10" 31101. 3' 2" 3' 10" 9' 6" 3' 10" ' 4" 3' 8" 2' 4" T 0" 4' 4" z �i� IRE3 �i '' i'i i 1 ; CORNER$ STEP DOWN ____ _ _______ _________________--------------------------------------------------- ---------------- HOSE 1 FM01 ; BIBB 3.1 p o 1 ; I , 1 inf It , , I , \14- 1 2„ 7- 10„ 1 1 NIt -rn_,I� 1 J�y 1 r P I 1 I 1 � �S lCSl'\S1l�S\lSS\\S11C�1'C\S11�SV I , ' PROVIDE ELECTRICAL , & PLUMBING SERVICE PROVIDE CHASE ' THRU SLAB ® ISLAND FOR HVAC UNIT i - a ; LOCATION (REFER TO FLOOR) M ' , 1 F 1 , 7 , ' 1 2' 5„ 7' 9„ 4„ 28' 6" ; 1 � L�" JJ I I 1 O ~ io 1 11 1 I 1 'v 111 I 1 � 7' 0„ 3. O,, I1, 2' 2" I �r ro m W FM01 ro 3X4 � F.G�.�IO SHWR f -} 1 ■ ■ 1 , NMI - - - - -k o 00 ® I 3.1 o FM12 1 v 1 o--,----' 3.1 ; a 1 1111 W 1 1 I ' ILr �1 1 m I C.J. STEP DOWN ' 21' 3" 7' 9" ' 12' 6" 2' 6" 2' 10" 1' 10" ' FM02 3.1 1 1 I 1 1 3.1 1 1 , I C.J. I i ■ ■ � STEP I bwN I N Ogo1 1 m 1 1 29' 8" , 60 1 1 1 1 1 HOSE BIB I I - - ' ' FM01 ' - in 31 F2.5 (2) #5 BARS 3.1 (2) #5 BARS i N 31 ' ro -------- ------ W/IN.EA. F.C. , W/IN EA. F.C. ; ; 1 1 1 ------------ No - 1eeee//-s-��aesTT/r�'aaea,;. tqsE ...� pdo a-) S •. N OF jillill € ■ $ W00 05N Q cC13L Ouj -Xo Hat] 2 a mit aws ° 'A WWW.FDSENG.COM z g s w.� Z0 C ZCD y W gm a Z N m Q) w - � � Y_ rf O 1 w Ln Lf) � c p I! h � In U = cmN E tz N - uN� QNo� sm DAMS HGMKS 111 FLORIDA CONTRACTORS LICENSE NO-CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: ® FILE Copy LO c d � Litt 0 o Y M 1-sUm a ® ® J W Z OO to (n u- V1 Model Name / Number: 2000 ® I Plan Issue Date: Friday, July 23, 2021 Vj KA PROJECT NUMBER: 21-8330 161, 11 1 1' 1o" L 10" TO" 19, 8" 6' 4- 12' 8". 48'8" 2' 101, FOUNDATION SCALE: 1/4" = 1,-0" ELEVATION "B" PLAN Sheet: 3 Of: I F FOUNDATION PLAN 4- 8'0'� r1'10 J-0' O" rm 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 = 2.004x3 6012 APP ANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,OOOEACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRr,UIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = 00 x 24,562) = 9,825 + 100% OF "B"=.(20,000) = 20,000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY240=AMPS CALCULATED SERVICE AMPS _ 166 ASSUMED EDGE OF WALL 4 m 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER , PROVIDE DISCONNECT INSTALL FAN AND GFI/WP ( BOX PREWIRE OUTLET PER -CODE , FOR A/C COMP. , WP WP FIX HO' f BIB INSTALL FAN__.- - -------- ----------;- BOX PREWIR� ® „ GFI _ r GFl FOR D/W I' FAN) - LOCATED IN W/ LIGi ADJACENT CAB` I , n GFI 220i O g I I I „ FOR HOOD O w !`d C( / � r I GFI -- ------ GFI I _ I CM I I „ --- // �-- - --- - INSTALL FAN BOX PREWIRE GFI, oINSTALL FANS BOX PREWIRE r`ge,' e . /, FI CHIMES i i 0 220 20�- J GFI W H D ' INSTALL FAN w @ 42' r' GFI 4'BOX PREWIRE z W „ /W „ T ATTIC ELECTRIC, I / GFI ' O IF RE,p'D BY CC 'DE /b9II _ - GFI (1 GFI GFl @ 42" FOR GARAGE FOR GARAGE I 1 \ DOOR OPENER DOOR OPENER ----------------------- \\ , r r ' WP I GFl \INSTALL FAN BOX PREWIRE ' GFI @ 42' HOSE BIBB di ELECTRICAL PLAN_ SCALE: 1/4" = 1'-O" ELEVATION "B" 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 394 AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALLTRIM 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 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 FBCR314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH. DEVICES 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. 9. 11315.1.2 COMBINATION ALARMS:. COMBINATION SMOKE/CARBON. MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FORA WASHING MACHINE. RECEPTACLES OUTLETS 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 THAN 12" FOR STRAIGHT COUNTER TOPS AND 1W FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. 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 V \ J $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURES TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET ,yy , tv GROUND FAULT INTERRUPT W 'i DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET (9- DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV❑ T.V. CABLE OUTLET LD DISCONNECT SWITCH ' TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM T ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONALOVERHEADSERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200AMP SERVICE 200 = 2I0 COPPER OR 4/0 ALUMN, IN 2' CONDUIT METER MAIN DISCONNECT 200 AMPT A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY PER TO LIGHTS AND OUTLETS TYP ELECTRICAL PER TO APPLIANCES AND GFI PANEL ER TO WATER HEATER R TO RANGE INTERSYSTEM AC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. ei 0 N N a 1 Z9 C, e a 8 m6'I! Ipmm�B a �: g P Z. Ea6 g a Fo G� 132.8?N C - 4�8 o J yyz}P ZNLL R d a G DER@ I9 6 J m O 6@' Z z� m u A� www.msmG.CAM. ❑ ❑ ❑ O z o *:.. z n S z a N C4 —in z N � m W C O w cA c'j � cm F L o ? cym Q N Otl�O DAMS�`IHIOMINS ; FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFEIREEZE PARKWAY GULFEIREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 'ILE COS LI J a O y Cc: M � G7 m � a O J W ZD o J M U) (n u FI Model Name / Number: 2000 Plan Issue Date: Friday, July 23, 2021 FT KA PROJECT NUMBER: 21-8330 Sheet: 4 Of: ELECTRICAL PLAN TOPS BLOCK OF BLOCK r- T.O.W 0 DO 0 50 FIN. FIR. TOP OF WINDOW $o is 25 SH 48" OFF RIDGE VENT 48" OFF RIDGE VENT [El 3'4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON TUB TOP 0 OF BLOCK o LITE TEXTURED DECORATIVE CEMENTITIOUS COATING i 2868 DOOR LITE TEXTURED DECORAI IVE J DOOR STYLE MAY VARY CEMENTITIOUS COATING REFER TO SPECIFICATIONS REAR ELEVATION SCALE: 1/4"=1'-O" TOP OF BLOCK 25 SH S'x7' 16 PANEL OVERHEAD DR. - _ L TOP OF BLOCK LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR. LEFT ELEVATION. SCALE: 1/4"=1'-O". 48" OFF FUDGE VENT 48" OFF RIDGE VENT E 25 SH VENTILATION CALCULATION 2868 DOOR LITE TEXTURED DECORAI IVE J DOOR STYLE MAY VARY CEMENTITIOUS COATING REFER TO SPECIFICATIONS REAR ELEVATION SCALE: 1/4"=1'-O" TOP OF BLOCK 25 SH S'x7' 16 PANEL OVERHEAD DR. - _ L TOP OF BLOCK LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR. LEFT ELEVATION. SCALE: 1/4"=1'-O". 48" OFF FUDGE VENT 48" OFF RIDGE VENT E 25 SH VENTILATION CALCULATION - *-.•_hc- of m-iaYOYe_:Iffitproductprovides etsgin/sftl event rovides et sq in / IfIf ridge vent: provides e 's nets in/sfVerhaO distancetF. of Area to be vented (SF) it s.f.AM needed for exhaust for uper 1/3 netsginche>tal needed forintake (soffitarea, lower) nets incheumberof off Ridge Vents foru per 1/3 neededF. of Ridge Vent needed (can be used in combo with ORneal Feet of Soffit needed tomeet re uired. npnl Fpof of Soff t nmm dpd hn: nip 9t 4 TOP OF BLQ O FIN. F-R. RIGHT ELEVATION SCALE: 1/4"=1'-O" r r r ; r r r - r r , e . DECO. STUCCO BRACKET 12 SCALE: 1/2" = 1'.0" ; 6 ' •----------------------------"-------- BRG. @ ENTR_Y SMOOTH RAISED CEMENTITIOUS BANDS w/ 2'-0" RETURNS 8" DECO. STUCCO- HEADER W/ 4" OH TOP OFBL CK ST . � L.VVC �.rZ� TYP. a71 ����'�� � T.o_W. B®CC 16'x7' 32 PANEL SMOOTH RAISED I 3068 w/ 16" OVERHEAD DR. CEMENTITIOUS BANDS J TRANS.ABOVE w/ 2'-0' RETURNS DBL. 25 SH _ IN. FLR LITE TEXTURED DECORATIVE DECORATIVE SHUTTERS CEMENTITIOUS COATING TYP. FRONT ELEVATION 'IB'° SCALE: 1/4"=1'-O" \\\Ltii lit(' �1,p TOR se eee'® 04 : z SJ F U) 00 �aa %Mgs g, 13 °ow o. C o g a. Z.W3 o YY; W1flh & O J gibi gggW NQ m a. Q 8 g9 0 05 a °' 8 'PoB WWW.FDSENGADM ❑ ❑ ❑ U U) Z Z J J LL — li Z N y d w� tJ1 c ai I /1 CC') � E - w Rp� r000 00 a, O 001M4_ QLo jDAMS HOMIC FLORIDA CONTRACTORS UCENSE NO. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 1� 0 F— Z. c Ljj N 0 7 ro � 4i n. 0 _J LJJ 80 o DO u (• Model Name / Number: 2000 F1 Plan Issue Date: Friday, July 23, 2021 P'l KA PROJECT NUMBER: 21-8330 Sheet: 5 Of: ELEVATIONS - B SEE DE FOR WiND! < 155/C M G.C. TO PR( BLOCKING' W/ APA IRS FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" - 20'-0" MAX 20' . TB03 " MAX FOR WIND SPEEDS < 155/C MPH ** ALTERNATE SPAN RATED 32/16 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 REQUIRED AT HIP SECTIONS (FEEDS 2H )VIDE D COMPLY :OMENDATIONS- ATING OF DOE DETAIL w - - - - EQ. 4 V 4 a W m Q a Q EQ•. "X" DETAIL BRACE TBO1 SEE -CONI BRAC INUOUS ING 2 X J BOTTOM 4 MIN. SEE CHORD DETAIL TB04` - - - - - - - - - - - - - - - - b � w BOTTOM CHORy GABLE END BRACING @- / Z-OP CHORD 2X4 #2 SYP 4'-0" O,C. MAX.II�FOR FIRST (4) BAYS BLOCKING @16" O.C. MAX NOTE: FOR FIRST (4) BAYS I SFF 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. TBOS I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE. CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE 14:12]-[12:121 (SO FEET) (-) VALUE DENOTES SUCTION e=0 AREA ROOF 2e2n 2r 3 3e 3r HIP -3702 -51.1.06-51..06 1 -51.06 1'.. 10 GABLE -37.00 -37.00 1 58.99 1 -58.99 1 58.99 -76.03 Q ROOF NAILING SCHEDULE/ NAILING ZONE5 (SHINGLE AND TILE: ZONE 1: ASTM F1567 RSRS-03 (10d) NAILS @ 6".O.C. ON EDGE AND 6" O.0 IN. FIELD ZONE 2e, 2n, 2T. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C.ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3D ASTM F1667 RSRS+03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: ffr SHINGLE: �32"EXP.1 (Q20) TILE: 'S2' EXP. 1 ('20) .. NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 18" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1A32", SHEATHING SHALL BE FASTENED a WITH ASTM F1667 RSRS-03 10d (2Y2'x 0.1317 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4;121-[12:12] @ 16" 0,C FIRST 4 BAYS WITH (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS W1 BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN I,". O NAIL AT BASE 2 ROWS @4" O.C. w/ 8d COMMON NAIL O NAIL AT TOP PLATE TWO ROWS @ 4- O.C. wI Rd COMMON NAIL © NAIL OPENING PERIMETER w/(2)ROWS @4"O.C. w/Sd COMMON NAIL. O NAIL INTERIOR AT 6"O.C. w/Sd COMMON NAIL O STAGGER ALL VERTICAL JOINTS & NAIL @4"O.C. W/ 8d COMMON NAIL O PLYWOOD SPLICES@HEADER - MAIL SHEATHING TO HEADER .1 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2)9d NAILS @3"O.C. TO EACH TRUSS END OR D VERTICAL MEMBER IF GABLE END. 1602' OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING It II AS REQUIRED PER SECTION X-X IF NOT. FULLHEIGHTSHEET - --------"'-- © FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 212". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le (2} 2XTOP PLATE BEYOND 15/32'OSBEXPOSUREI SHEATHING -- ---------- -- ---------------- u n u u u I II II II II 11 I SOLID 2X BLOCKING O F. I I II I II 0 ALL SHEATHING III 111 II II II I 111 II 11 II EDGES m m III III III II I )I I (SEE SECTION X-XJ ❑H III III C III II 11 11 I III '. II II 1 I �� III III II D 11 I III 111 ..III OPENING III ' II II II I II I II II 1 1 _JL___ 11 It 1 11 II ii W Z n 0 C III X I 11 III I __ ___ III 11 E I III III F- 2x STUDS BEYOND. W IIII IIII 111 I I II IIII I6 II IIII I I I II 1111 II II II I 11 II II 11 ` II II I w8 SEE PLAN.. En� IIII I N IIII IIII I I II 1 I I II IIII I I II IIII III 11 II II 1 I II II II I I II II' II 1 0� to IIII IIII I I II IIII iL II II II II I 11 II 1 I _W Jx. 11111_ 31_ L .^_ Y ALL SHEATHING I ) A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL I HORIZONTAL WALL ELEVATION DIAGRAM "S"=i BRACT 3/4' R , 1/2 tf SINGLE NAIL EDGE SPACING LLO m 20 P.T. BASE PLATE BEYOND SEE PLAN .AT ALL PANEL BLOCKING LOCATIONS MIN 2 X4 02 SPF TURNED VERTICAL W/7116' FLITCH PLATE TO W/ 12) 12d TOENAILS EA. END. NAIL FLTCH PLATE TO VERTICAL W/ (4) Sd NAILS @ 3' O.C. LSTAGGERED vFRncAL BL MING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLAT N AND NAILING SCHEDULES N-rs. LW w a WUmk A4Am$RbMW.2006E1 BH / .- laU4D eFAe N4 Po rvi ` �ILIII pNER00. o' Fcro9 D"DO 0[i4rva n RA-D'R" NORz Ms Al114 m51A1mJ Ua Irvr IO, x. _ .IIF Als ll, I igio# a I FEE 1h' 1/n III 11AF1/III XeA16 z1 ss,/ 111a 1 1 RE, IIOI!. "IL2• A M-r 0 a, X>" 1/A EF A 10, 1-1/1 A11 1A 1/A 101.BRG 920 #or As sea I . IN_ / ,'RUA MIA (to) Tod X 1-/" IL!Ed M 4 0 Cm sa ,LwLswu CLR L/M1 MFA I11)R.,i A t-1/2" FIR 138rOr rc, IF1 T1111Ana pi L,M1 MG,/12 FEED 11G11/ N ¢n a I1EI l/n xxvs ,X 11z aFn w/ rvh EENN p 'x" �h®M. wnn O. SO&5 .A. v LI Ni iI Bbrp"r ar 'PE IEA AIE/1.111 1 NHAI4- 181OX I161A ( ISI10Nz1-1/r' I1IF, 11ID1x112 L" .I 1/X Orlu (1) llnz➢/klnT11R fi "x/zA,R, v 2 I^9µIa 1¢' Inalma 1/2- W2 L/X 960tl11 ns X1 OA/110A I 101O1/1D4R1 I 110a I1/2 9 1 1 1.. TRUSS MARUFACT LR PROR " s DATE OF LAYOUT - oAeLF a"c >, EEIE. nEn L=LEE ,"sainlr & M MIDDLE BE4RINGE_ MARING O RL 10 TRDSSMANUFACTURER 5 TRUSE ALL CONN[C,Oa5 ARE 5MESON PFUEU S RO( -16" OV -12" OV -SQUAB -ROOF P -SHINGL SCALE: 1/4"=V-0" SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE _ // MARK TYPE CONNECTOR &FASTENERS @9E SYP CONNECTOR & FASTENERS SPF SYP OFRAMETO MASONRY HETA16w/(8)IWx1112"OR HETA2Ow/(9)10dxi12" Isla HTA15w/(10)10dxl 1/2"OR HTA2Ow/(10)10dxi12' 1585 1870 O. FRAME TO FRAME H2sAw)(10)Bd NAILS Us 565 RT7Aw/(10)N NAILS 515 585 FRAME TO HiOAW(18)1ada1112' 1115 1040 RT16A4(17)1Wx 11W ON 1020 T71 B" © FRAME. H10A2 ✓(l8)/Odx11Yd'ATZPLYTRUSSES IN 1080 RT18-2.wA16)IOdx1. 12'AT2PLYTRUSSES 935 1060 OFRAMETO D MTSI2W/(14)1Wx112'(ATEXTERIOR B40 990 MTW12 w/(14)10d x 11/2"(AT EXTERIOR 1005 1196 FRAME LOCATION INCLUDE(3)12tl TOENAILS) 1 LOCATION INMUDE912d TOENAILS OFRAMETO E MGTw/(22)10d NAILSAND50 AT.R.w/12" 3330 Wes MUGTUw428)1Od NAILSAND5/8"AT.Rw/ 3330 4485 MASONRY EMBEDMENT w/ SIMPSON"SET"EPDXY 12"EMBEDMENTYJSIMPSON"SET"EPDXY OFRAME TO HTS2Ow/(24)1W x 1112"(AT EXTERIOR 1125 HTW2Oe(24)IWx11/2"(ATEXTERIOR 12B5 FRAME LOCATION INCLUDE(3)12d TOENAILS. 1310 LOCATION INCLUDE(V1 TOENAILS 1630 FRAME TO (2)HTS20W1(49)1Odx11rZ (ATEXTERIOR 2250 2620 (2)HIW2OwA4S)1Odx112'(AT EXTERIOR 2570 SNO .FRAME LOCATION INCLUDE (8)12d TOENAILS LOCATION INCLUDE(6)12d TOENAILS (EA) HGT-2wl(16)1Od NAILSAND(2)SS ATR HUGT2w/(16)IOd NAILSANDI2)SW ATR TO "BE ©FRAME MASONRY .112'EMBEDMENT w/ SIMPSON T' EPDXY (HGT.3 FOR SPLY) 10890 W/12, EMBEDMENT w/SIMPSON"SET' EPDXY (HUGT3 FOR 3-KY) 7020 9790 OFRAMETO H FGTR w/.(19)IN' x 3"SDS WOOD SCREWS 3100 RFUS wl (12) WS3 WOOD SCREWS AND 7100 MASONRY AND (2)12"x5"TITFN HD ANCHOR BOLTS 4725 (4)3W"x8•WEDGE-BOLT (1) LGT2 W/(18)1 W SINKERS Ji o FRAME TO &(7)1/4"s2-1W'TREN2 1750 2030 MASOMV SEE NOTE#0 BELOW) FRAME TO (2) LGT2 w/(32)16d $1M(ERS S (14) 12) WGT2 w1(32) ISO SINKERS & (10) O MASONRY/ IW x2//4" TREN(2 PLY MUSS) 330" 4060-M 114"xT WEDGE-BOLT(2 PLY TRUSS) 310041 3100-M FRAME OR(28) 1Sd SINKERS FOR FRAME (EA) 2240-F 3770-F OR(32) 16d SINKERS FOR FRAME (EA) 38OG-F 4520-F OMASONRY/ FRAME TO (21 LGT3 W/(24) 19- x T SDS SCREWS &(8) 318"x 6' TTFEN(2 PLY TRUSS) 6670-M (2)LUGT3 w/(24)1W"x2 V0 WS25 SCREWS &(4) 318'x 6"WS(2 PLY TRUSS) 8480'M 7050-M 010-M 5010-F 8990E 6490-F WIOEF FRAME OR(52) 1 N SINKERS FOR FRAME(EA) OR IN) 1 W SINKERS FOR FRAME (EA) /1 BEAM TO HU410 OPT HUC4101x/(18) IN a(10) 10d G#2680 HD410 OPT HD4101F w/(20) 19d&(10) 1 Od G93080 ©BEAM TG MASONRY/ MWU OPT MUl UWl ln)IOU NNL. S (12)1X'x2X4,nTENCFOMAS.) G101540 U#980 G#3500 U#1135 HD4UUPTN1J4UWjUj1WNIULd S 02)1/4"x239"TAPCONS(TOMASJ GM1025 U#IM GWO15 UNSO FRAME OR (12)1 W & (6)1 W (FOR FRAME) SYP4 SVP.M OR (12)18d A (6) lid (FOR FRAME) SYP-F SYP-M FRAMETO (2) IHETA1a OPT 12) IETA20 1920 (2) HTA16 OPT (2) HTA20 /870 ® 1-PLYw/(10)10dx1112'OR 1-PLY W(10) 10d x 110 OR MASONRY 2-PLY wl (12)1M 2585 395 23% 2-PLY wl (12)16d 2430 HISMI6 w/(slOd NAILS AND (4) 1 AV 1/P 955 1110 H"Ia w/(8)10d NAILS AND (4) 1/41h,IV' 1145 1225 TA C 5 WEDGE LT OFRAMETO MASONRY OR w1(10)10d NAILS AND (4) 1/4'N21/4" 955 1110 HTWM20 w/(10)10d RAILS AND (4) 19N13W TAPCONS WEDGE -BOLT 1145 1225 TO H108 wl (8) 8d x112• NAILS AND (2) 3/8W OFRAME MASONRY .TITAN HD 780 910 DTT2Z wl(S) i1ex11W SDS WOOD DTS-TZW(8)1/4"x112"W815WOOD .O FRAME TO SCREWS AND(1)1/7 B A.T.R. EPDXIED W/ 1835 2146 SCREWS AND (1) 10 O A.T.R. EPDXIED W/ 1510 1836 MASONRY SIMPSON "SET- (SEE NOTE #4) SIMPSON'SEV (SEE NOTE #4) HTT5 w1(26)16d,2117 NAILS AND (1) SW 8 HTT45 w/(26)16d 3212" NAILS AND (1) OR FRAMETO A.T.R. EPDXIED w/SIMPSON "SET" 4375 SON WO A.T.R. EPDXIED W SIMPSON SET' - 6006.. MASONRY (SEE NOTE#4 BELOW) (SEE NOTE W BELOW) HTT4 w/(18) 16d If1112" NAILS AND (1) SW 0 HTT45 W/(19) 16d x212"NAILS AND (1) O FRAMETO A.T.R. EPDXIED wl SIMPSON "SET" 3640 4236 S'S"B A.T.R. EPDXIED W SIMPSON 'SET" - 4160 MASONRY (SEE NOTE 04 BELOW) (SEE NOTE #4 BELOW) OFRAME TO H703 wl (24)10d xi 112' NA1L8 785 910 LU0T1 w/ (23) 8tl x1 12' NAILS 875 1045 FRAME OFRAME TO HM9KT wl(4)1/4"x112"SOS WOOD y60 RTISM w/(9) 1W x 112'"IS9 1395 1385 MASONRY SCREWS &(5)1/4"x2114"TAPCON9 (4)1/4"xl 3W"TAPOON9 TO VOTE w/(16) 1/4"ICd"$05 WOOD SCREWS& -SET' OFRAME MASONRY (1)5'8"9 A.T.R. EPDXIED wI SIMPSON 3555 4940 w/ 12"MIN. EMBEDMENT 12) VOT.1(32) 1/4"a3" SIDS WOOD SCREWS OFRAMETO MASONRY &(2) SA-8 A.T.R. EPDXIED w/SIMPSON 5170. 7195 "SET" w/1T MIN. EMBEDMENT FRAAME VGT w1(10) I/4'x3" SOS WOOD SCREWS & MUGT75 w/(22)1W NAILSS HTT45 wl rye) O FRAME HDU4-SDS2.5 W(10)1W" 21&808 WOOD 3205 4565 1WNAILS&(1)S/B'BA.TA. - 4160 SCREWS&ID 618" B A.T.R. TD (2) HTT5wl l52) i6d"x212" NAILS 8 (2) HTT45 w/ (52) i8d'x212' NAILS OFRAME FRAME (1)SM"B AT.R. (SEE NOTE 44) 4375 SON &(1) SM9 A.T.R.(SEE NOTE #4) - am 1. CONNECT ALL FLOOR TRUSSESTOINTERIOR BEARING WOOD WALLS/BEAMSW/(2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER. ULNA ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP 412".V TO TRUSS VERTICAL WEB wI(2) ROWS OF IOU NAILS V O.C. STAGGERED 5. 17 MIN. AT.R. EMBEDMENT @ CMU BOND BEAM U.N.O. S. SCAB TRUSS CHORD w/4'-0"2x SYP 42(MATCH CHORD LUMBER SIZE) W (2) ROWS 10d.@4"FROM END &4"O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE U MINIMAL CONNECTOR UNO ON. FRAMING PLAN 1. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ KF WALLS ONO ON PLAN 2. CONNECTION AT 241OR 37 O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FBI WS3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (COMER JACK) TO MASONRY WALLSIICF WALLS/UNTELS A. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32'O.0 MAX. wI(2) AT EACH CORNER G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI(IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALDBEAMS W/(2)12d TONAILS BO MINIMALCONNECTORUNOONFRAMINGPLAN 9. 'CONNECTION FOR JACKTRUSS TO WOODWALL OR BEAM © MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONN CTION FOR ALL TRUSSES TO INTERIORIEXTERIOR BEARING MOO WALLS AND/OR SEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND 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 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER JN FIELD 3. FOR. UNDERLAYMENT REQUIREMENTS SEE R905,1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR T0. 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 FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN &ELDEV'S. OR O.H. a- METAL DRIP EDGE C.M.U. OR ICF WALL 2 xSUB-FASCIA SEE TYP. WALL t-ALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENED 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD OF EVERY OTHER TRUSS W/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (* *) (** *) BLOCKING W/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPAQITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE, 2. 2x21f2 MIN. P.T. W/ J-CHANNEL SECURED AT 24, O.C. FASTEN TO CMU W/ 3/16"x3" TREN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.14S%x32A- AT 16"O.C.) S. IF) CHANNEL APPLICATION: 2x2 NOT REQUIRE@ GEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVA�LAION DETAILS (**)ALUMINUM SOFFITS>V-4" BLOCKING REQUIRED. VINYL SOFFITS>1'-0"SHALL HAVE FOR SOFFITS < 1'-4" MID BLOCKING NOT SOFFITS 1'-4" MID BLOCKING NOT R9QUIRED MID BLOCKING PER R704 2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0 W OD m 00 9md� pwmp W 0- a _ a. z � 16 0 E- Itl�N m mLL a E R O O J In () $ Ev g 'A O WWW.FDSENG.COM 0 0❑ C Z o o Z N J n J d to Z N V)�1� m W ww U - - [/\, i/j0 w LJ WNE OU F L U lV IaC4om am AMWA\r%AM= u4n�tc FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VT Job Information: rroo In r Q 0) O r M U N ®®! W = 80 P 00 U) U) Modet Name / Nlumber: 2000 VT Plan Issue Date: Friday, July 23, 2021 ♦I KA PROJECT NUMBER: 21-8330 Sheet: Of TRUSS LAYOUT TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REHAB CONT. SIMPSON SP4 W/(6)- 10O X 11/2 SP6 OR SP8 FOR 2x6 AND 2xe WALLS e — e a o DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO6 FOR MORE INFO TYR. FILLED CELL W/3000 P.S.I. CONIC. I" W/1 #5 REBAR VERT, INTERIOR BEARING WALL INTERIOR SHEARWALL } EXTERIOR FRAME WALL 8" C.Nl 2"x#2 SYP/SPF P.T. W/ (3)1/2' X 8' 'J" BOLTS OR (3)1/2' X 6" EXPANSION ANCHORS OR (6) S" X 1/4" TAPCONS OR. (8) 2 7/8" HILTI TIX-DNI Naps 2x BASE PLATE SEE PLAN FOR MOREINFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. MASONRY CONNECTION DETAIL #5 REINIF 20" MIN. LAP f#30R #4 REINFORCING �) 84R JB" #3 R #4 LAP SPLICE R -_- I 25" MIN. LAP #5 STD, 1900-1° HOOK #SBAR #5 LAP CPI ICE SCALE:1"-1'-0" " MIN. LAP #6 REINFORCING BAR I* GRADE 40 U.N.O. #R 4— AP RPi ICE MSO5 REBAR SPLICE DETAIL - GRADE 40 N.TS- ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 2?4" 12° O.C. 1 2 X 6 3/4" X 2AA" 12' O.C. 2 2 x 8 1/4" X 2AA" 12'A.C. ¢ NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY. OF WINDOW MANUFACTURER. 'PRECAST _ _ r .LINTET r 12) 2X P.T. i BUCKS W/ 1/2" O.S.B. BETWEEN n FASTEN Pr 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 114"X 4 1/2" TAPCONS SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL LINTEL BEAM: _ 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL ELK. CELLS WITH 3000 P.S.I. GROUT ONE 05 0 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION RAN MIN. LAP 25" (ACI 530) FOR MORE INFO TIX�OF SLAB ( N.T.S. I Msi02 TYPICAL SHEAR WALL SECTION N.T.S. LOU O O LINTEL PLAN SCALE: 1/4rr=1'-O" ELEVATION "B" O :0 GENERAL NOTES 1. AREAS OF BLOCK ARV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. ' 3. All STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. a LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32' FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F=RULED WITH GROUT/ V=UNRLLED 6 BEGAR ATTOP MIN.(1) Q'D R-RECESSED CLEAR QTY.OF aS ®BOTTOM OF LINTEL CAVITY UN r• �GF � i TOP KNOCK OUT LUNTpBLOCK F1 URSE -1B/1T t'0MINA_' GROUT •i Y WIDTH QUANTRYOF #5 REBAR AT #5 REBAR AT BOTIOMOF NOMINAL TOP p UNTEL CAVITY HEIGHT TTOM REINFORCING 75 'ACTU L PROVIOID IN LINTEL (VARIES) TYPE OFAIC.NATION 8'NOMINAL WIOIH GENERAL CONCRFTF I_INTFI. MATFRIAI G C+FNFRpI IN4Tp1 I ATIOM N(YTFS I.re precast llmNs=3b00 pal. 1 Provide Mi matter heed sod bad lolims. 2. Pe prestressed Ilntels = 6000 psi. 2. Shma tilled Eneem ae required. 3. grouted per ASTM CA76 rg = 3" psi w/ 3. nowsb6on of lintel must comply weer the wehRerWral and/m airucMe drewnga. 4. mmdmum 3/8" sUn gora antl 8" ne 11' slump. 4, LLUrmbi am mar maeL ed mu, 5l/2" brg mereMe at me er,da to accpmmotleta S. cromere masonry rnds(CMU) Per ASTM C80 w/ var8cal cell awnfon:Ing antl grouting. minimum net area cmnpresslve strerch = moo ed. B. All lintels react or axosed 1./980 vedlcel de8ec6an, except lintel. lT 4" and 6. Reber per ASTM A815 Grade W. mrger eton a nominal hew a 8' meet or exeeed L/180. Pmmmssing amantl per MTV A416 grade 6. Roarer field added rober be be located at ma bottem al tha Imol cevhy. 7. 2701ow mbxetlon. 7. 7/32" diameter Mat adrrups we embed to one bottom steal fat mechanlcel anchorage. 7/32 wire per ASTM A510. B. Cast in pine cremate mey be provided Ir emapoette rental H Rau of concrete 8. Manor per ASTM C270 type M or S. masonryunit. B. 3ah loratlnga beeetl on rational design analyale per ACI 318 and ACT 530 10. Fbrbaad ProWut Approvel No. 1581 1t The exterior auilde of Ilotd. mraw F deader concrete redow.11e shad here a meting asumo applied In ammdance wire ASTM 0 926 or oMar approved coating. U. UntMa leaded alrrMAanaouaty Mth VerlhM (gravity and upUft) and hcmbcmd (petered loads shoud be checked for omens badingwhh fire lollmij squeeor: Ali Plied venical Toad Applied horlmntal batl } LO Safe venioal led! So% horldnial law! — O�" A 0 O 107010T01 SRFSOB/1T 8F80B/1T 0 0 0 0 8RF141B/iT 8P18-1B/1'r 10 O O © O BF20-18/1T `0 O O 0 'p 0 3RF22-18/1T BP24.1B/IT 0.: O O BF2816/1T 'O- o 0 8F32 1B/ST FORM & GROUT SOLID 4 .� 8F12-1 B/1 #5 BAR CONT. RM85 12" LINTEL DETAIL 3/4"=1'0- PRECAST "U" LINTEL W/ 30OWSI CONIC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS v'=w t:WED PG 1D' CODEr_.q PLIA. iqOOK1OOK , L�U7C0 IE COUF ®CC � g a N 7 rc REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST ' COMPLETE CMU COURSE ' BELOW SILL & FILL BOUND :. W/ (1) 18 OAR FOR ALL ' WINDOW OPENINGS O'-6" AND LARG1 STD. 90 DEGREE ANGLE 3000 PSI CONIC. W/1 #5 DIA. REBAR 8"k8"x16" 4 CMU U.N.O. a e :ae 'SEE DATION PLAN SEE FOUNDATION PLAN FOR NATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. TYP. BOND BEAM S"x8'x18"K.O. LINTEL BLOCK flLL W/3000P.5.1. CONIC. W/1 #5 DIA REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25' MIN. LAP (ACI 530) n eH N N 0` p®✓~ F L 0 ° G I0 AJ'IgTl d'E iTT1y® g � m ;00 00 gg (. U0 M # Rk ek 33 msN& U, g d M in <a S a �w Q W�LL� a ui r3n = }}m UID g BG GG�i?7 IBh wmfi K � —I �s E Wm�.l rn m RYB 2 c °d S 0 RE9 sg aWNMFCSENGCON ❑ ❑ 11 z 0 .0 z n GNG[[ Q Q J lU) a r — Tn Z N Ln m fCi p ©m w � Ln srry U —N E F � Noop C �vo a m dI , ♦ DAMS HaMB JS FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: Lr) W o-4 41 Y M Z�mM'f p_jw:D LL _j M (n n F1 Model Name / Number: 2000 VI Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-8330 Sheet: ® Of: B LINTEL PLAN 2x6 #2 SYP P.T. O W/ (2) %a'xS' WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SETJN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. b SECTIONAL ® OVERHEAD DOOR i/ UUIN 1. WOOD P.T.—J SYP2" X6" TRIM u o� ti � ',RI11AlIIIr!l0,y yyy. ova ��•TOR/�� 2"x6" P.T. WOOD JAMB \v DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER Y GARAGE SLAB TYP. GARAGE DOOR ,1 TRACK MOUNTING DETAIL o � a'6 Id Qli I11i11e, ,., � o .O LL MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. 10 00 E �wgg F m �. €�gffi'�'m Y (m LL LL LL BLOWN IN R-30INSULATION PER FBC - f w Q m\ wa' ' AND ENERGY FORM SUBMITTED WITH R Q ? o PERMIT APPLICATION PROVIDE BAFFLES d ¢ o z °m O BLOWN -IN R-30 INSULATION PER 12 a E P �d m AT EAVES (FOR VENTED ATTICS) FBC AND ENERGY FORM SUBMITTED i FIBERGLASS SHINGLES OR s.e $a a 12 WITH PERMIT APPLICATION SEE PLAN ( ) O PROVIDE BAFFLES AT EAVES TILE ROOF PER ELEVATION e s � o U y —1 OVER APPROVED UNDERLAYMENT $ ;? m 15 Z �d 7 O SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1.1 OVER APA PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- www.wservc.cON ❑ ❑ ❑ FIBERGLASS SHINGLES OR TRUSSES @ 24 O.C. TILE ROOF PER ELEVATION SHT - FASTENERS. SHT. FOR o ,n ( ) SHTG &FASTENERS. Z OV�RAPPOI ELEVATION) ;Y� - _ TRUSS ANCHOR PLAN) N 0 PER FBCR 905.1.1.1 OVER APA 'A I MIT Z o0 0 PREENG. WOOD ROOF SHEATHING -SEE SCHEDULE- i_� Jj`� — 1:4- SEE PLAN FOR Z [RSH] - ON FRAMING $HT. FOR — - Ill,'. rpm TRUSSES @ 24" O.C. SHT'G &FASTENERS. 5/8" OR 1/2" DRYWALL ERG, HT. -� N ; i HIGH STRENGTH CLG BOARD a ri i TRUSS ANCHOR (SEE PLAN) • . v ETAL DRIP EDGE Z cm' TOISE INSTALLED ON OUTSIDE FELT PAPER OR FACES 2X SUBFASCIA TRUSS PLATE � 3/4" P.T. NAILER , •�. SOFFIT. SEE ARCH. � w METAL DRIP EDGE A PLANS O p 5/8" OR 1/2" DRYWALL i/2" DRYWALL HIGH STRENGTH CLG 8 x 8 x 16 K.O. V CURTAIN NAILER ,I LINTEL BLOCK BOARD 2X SUBFASCIA 1 x 4 P.T. @ WINDOWS „ O.H. W/ (1) #5 DIA REBAR & c CONNECT ALL 2x STUD 1 x 8 P.T. @ S.G.D. n 3000 PSI CONCRETE 10 TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. n SEE ELEV. ~ 16d TOENAILS PLANS u r ta PRECAST "U" LINTEL u �" c a000 $ . SEE SCHEDULE u — 5 op v - 1/2" DRYWALL _ n = o -- N I ----- SEE PLAN FOR HEADER SIZE n C '�1,;� P '�-?R 4ffiON X PLATES MAY BE 015/32" OSB EXPOSURE 1 ON MAXIMUM OF (3) - 2'H' EXT, WALL W/ ALL EDGES BLOCKED. ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. DA s.. Ha� IS 1 3/4" n P PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. NOTE: 44" MAX. SILL MGT. ON n FILL CELL -(1) #5 DIA. FLORIDA CONTRACTORS UCENSE NO. CRC133Oi46 NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI n CONIC. ALL LOCATIONS 3000 GULFBREEZE PARKWAY SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN u & FLOOR PLANS (G.C. TO VERIFY W/ FLOOR PLAN u DIVISION LOCATION:LOCATION OF OPENINGS IN v EXTERIOR WOOD WALLS. IF NO P0 OPENINGS ARE INDICATED, FULL V STUDS ARE REQUIRED). Job Information: NOTE: 44" MAX. SILL MGT. ON ALL BEDROOM WINDOWS. A VINYL FRAMED WINDOW d W/ SCREEN WINDOW STOOL n CEMENTITIOUS DECORATIVE PER SPECS „ PRECAST CONC SILL FINISH 7/8" THICK PER ASTM n C-926-99A PAPER BACKED FOIL R-4.1 H INSULATION AT CMU BLOCK WALL P 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM EXTERIOR FINISH - MORE INFORMATION). SEE TBI3 SUBMITTED WITH PERMIT 1/2" DRYWALL ON SHEET 6 (SEE ELEVATIONS) 14 FOR NAILING INFORMATION FOR APPLICATION R-13 INSULATION AT EXTERIOR WALL SHEATHING. FTG. DOWEL #S DIA. REBAR T � j to S x 2 P.T W y E M WOOD FRAME WALL PER FBC �\ 17" IN CONCRETE - ABOVE 0 O P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T�i EXTEND (ACI 530) ABOVE \ O AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN (o � WITH PERMIT APPLICATION HO) w/2" WASHER AT 32"O.C. WOOD BASE ON FOUNDATION PLAN.��� N WOOD BASE SEE W507 FL FOR TERMITE SHIELD SEE FOUNDATION PLAN FORLD i '� Y M • r-I SEE FOUNDATION FOR SLAB INFORMAOSLAB INFORMATION W t0 N TO OF SLAB i TOP OF SLAB Oco ' ^ r ) 00 tT VI - --- J 0 GRADE GRADE Model Name/ Number: I ' N , � � 2000 ' SEE PLAN OR iv COMPACTED CLEAN RE AR Q ANTITIES FILL ? 'w Vi Plan Friday, my 23, 2021 VI f'--� SEE FOUNDATION PLAN '+ `SEE PL,4,4N I� SEE FOUNDATION 16' FOR FTG REQUIREMMTS --' PLAN KA PROJECT NUMBER: 21-8330 Sheet: !® Of: 3/4"=1'-0'• WS1 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" TYPICAL FRAMING DETAILS WS02 TYPICAL WALL SECTION EXTERIOR FRAME m m m a 1" 1w" 1Vi 4 u u (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148', L= 3") OR EQUAL COMMON WIRE NAILS 80 EACH OUTSIDE FACE) (D COMMON WIRE NAILS INTO EACH OUTSIDE FACE) = OIN S/2" OR EQUAL (D =E0 162% L= 31/2") OR EQUAL 11 AD ACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY. PROVIDE 1/4-DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REMR TO NOS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THANI LJ FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR -r.; I SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. IRV FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D.J 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING 7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. O.S.B. OPENING G.C. TO W W/ 2 8d INSTALL (3) TITEN HD. EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT EDGE VIEW JACK TO HEADER, NO BASE CONNECTOR REQUIRED INSULATION AT EXTERIOR * SP4 AT (3) 16d SEE PLAN COMMON WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION FOR WILL 24„ Q•C� NAILS(TYP)—�-( HGT. ' I CMU- T.� `11`�HEADER PER LOCATION ��_ MF9�i1D `�i F�D ' ,_ ?'ol� i00 I20 • . • `y Y' O.C.• • 2 •• III ,01 EACH END TYP. ©ATTACH ED TO •� :• NAILS. SEE DETAIL ABOVE ELEVATIONI SEE • • ROUND/ SQUARE•, • 3 EACH END LJ i . WINDOW OR DOOR OPN'G i-CMU PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 4g„M7N 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS ($I M. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 12a NAILS @ 3" O.C. TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50°h OF TOP 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (1.2) 16d NAILS TYP. " TOP & BOTT.MAN NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TO TOP PLATE W/ (4) 160 TONAILS (2) ON EA. OVER STUD SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2' x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL WF17 I TOP PLATE SPLICE DETAIL 3/4"-d'-( * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (21 (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 2X CRIPPLES @ 16" O.C. SEE SCHEDULE W/ SIMPSON SP2 TYP. TOP AND BOTTOM 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 STRAP S.Y.P. HEADER W/ 1/2" FLITCH PLATE 10d NAILS @ HEADER, (U.N.O.) 8" O/C TYP. FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HT74 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OP R 8 IP" AT GARAGE STEPDOWN HOLD DOWN CONNECTIONSNOT REQUIRED @ BEARINGL/PO .T. BOT. PLATE WALLS WITHOUT UPLIFT SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE I ' 2 X 4 #2 SPF KNEEWALL WITH INSULATION AT EXTERIOR STUDS @ 16" O.C. W/ WOOD FRAME WALL PER FBC STRUCTURAL SHEATHING ON AND ENERGY FORM SUBMITTED BOTH SIDE FROM TOP OF WALL WI7H PERMIT APPLICATION TO BOTTOM OF BEAM, ATTACHED (WHEN EXTERIOR WALL IS PER NAILING SCHEDULE. EXPOSED TO INTERIOR SPACE) SEE PLAN FOR vi�BUILDERFRAME BEAM SIZE " II II , RADIUS AS REQUIRED H � I I I • , I 2x BUILD -OUT BEYOND WF38 I KNEEWALL @ ENTRY FRONT WALL N.T.S. 12 SEE ELEV. (TYP) SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ Ed COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & B" !i O.C. FIELD INSULATION AT EXTERIOR ' WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD —� 2"x P.T. PLATE 1/2" X 8" "J" BOLT @ 24" O/C MAX 8" x 8"x 16" K.O. BLOCK W/ 145 CONT. CMU WALL E-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) � DOUBLE 2"x4" TOP PLATE STUDS @ 16" O/C -CRICKET AS REQUIRED SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 I KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" M I i a - a W00 N 79 Lon a ��ma= W A 00 In oD r �v,n 9G t4E3m -8 . SO ,� a' tlI�NM1 W w o. n: w Q'3m5 w wM�g X, O O w aF�R un Wm m m O o" w N O �d v 2 U wwW.FDSENG.coM ❑ El ❑ z _ W Z o o N z y N �J J"5 ) a z N I LD m �(A ij3 w C 0 N cj CAC7 d 'R vJV) ~ J m w s o g' . U po aD c Q N o m s7 DAMS HOMES z FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: O LI a M O7 ei � C N U z � �mMa Q J LLJ ZD <o 00 0 L Jm00 VI Model Name / Number: 2000 Plan Issue Date: Friday, July 23, 2021 VI KA PROJECT NUMBER: 21-8330 Sheet: /ice Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/r'=r-o" WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS { 2X4 #2 SYP BLK'G @ 16" O.C. W/ MAX9"UNSUPPORTED AT 20'-0" O.C. MAX 2 16D NAILS EA. END. SEE RSH DIAGONAL SPACED O 1 1 - SAME SPACING AS$OTTOM CHORD LATERAL BRACING -- , SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 &YP • ; TO BE LESS THAN - _ ° (MIN. FIRST 4 BAYS) BLK'G 0 16" O,C. OR EQUAL TO 45 ' MINIMUM 2"x4" 8d NAILS # 4" O.C. IF> 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING 10D X 0.1310 S" O.C. EA. SIDE � (SEE PLAN FOR a '� ` WALL AND ROOF •.,•l SHEATHING Si LOCATION) ` s'�'' BLOCKING FOR SPECIFICATIONS 9x4 SYP L BRACE FOR 2x4 S APPROX. 8" ROM RIDGE 2x6 SYP3 BRACE FOR TALL. THEN 48" O.C. AFTER. NAIL w/ GABLES 6'-0" AND TALLER. z s 3-12d EACH FaND & @ CROSSING AT 45 ANGLE. ATTACH L BRACE w/ - ` (NOT REQ4 1 WHEN 12d NAILS ® 4" O.C. FASTEN (1) NE ON FROM GABLE TRUSS CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROM TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE W/ 10d 0 3" O.C. (3) 12d , w/ 3.12d TO CHORD (MIN BLO K/PLATE NAIL GABLE TRUSS PER JOINT ' _ 1ST 4 BAYS) f� TO TOP PLATE w/ ' i. �� 2x8 .T. PLATE 18d NAILS C4" O.C. CONTINUOUS LATERAL BRACING- _ , .�--- 4 BAYS AT 48" "ANCHOR BOLT NAIL OVER X�RACE AS SHOWN- 2x4 SYP OR SPF BLOCKING AT 48" D.C.MIN. INSTALL BLKG. AT TRUSS WEBS BETWEEN TRUSSES ltD 48" KNOCK OUT COURSE. X-BRACING -O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS w/ 3.12d NAILS EE . MASONRY WALL TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2.12d AND 1 Ti FOR ATTACHMENT OVER JACK TRUSSES, SEE T601 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N'T's IOAOcl "l1/2 NAILs PLAN. FASTEN (1) SIMPSON HGA10 0 48" O.C. w/ 81/4"xl1/2" 6,Taeast111e,,,'. tEN IDE 2X4 MIN. BLOCKING AT END TO WOOD PLATES BEAM D 4 BLOCKING w/ 2-12d TOENAILS 7r F r a` SDS GABLE NAIL TOP OF "T" ER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND GABLE H8 w/ 2d EEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS 4, SEACHENDTOTRUSSTOP ~;.:1• . O� RD @ WOOD FRAMED WALL @ DUTCH GABLE x - Q 4Z USS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAPTRUSSBRACING GEO1, GABLE END BRACING N.T.S. ,! ,JFI °�•�O-.::# WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP rV' TRUCTURAL PACE _ 7®ar yICLLTG.T.SHEATHING ADD 2X4 ALONGSRIPPED 2X4 SYP #2 TOP CHORD WHENAIL TO TOP CHORDTO PREVENT SHEOFHIPPED TRUSS W/ SPAN FROM EXCEHIP 12d NAILS ®B" O.C.T. MAX 24" SPAN (EG.T SIDE OR BOTH IF ROOF (2) 12D NAILS MINIMUM (3) 12d SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR _ .SEE SPACED AT 10'-0" MAX SYP TRUSS BRACING g B 00 PLAN I— to 00 a 17- 2X4W m o0 6LOCKINGJ 9� , 0 ti HIM aim � LI'' � 4 BETWEEN TRUSSES HIP TRUSS A �? (A SECT. A -A o TB03 HIP /RIDGE BLOCKING DETAIL N.T.s- TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. Ige O ¢a� 0 g'm`'�In WtRm ¢ ma 2 N m in "e _ a F 8v LL o J J1 p. e !w "U'fiE W WrWl.FDSENG.COM.. ❑ ❑ ❑ LO z t Z N TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/11P1-2014 ¢ J (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND a LO LO BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT 5"a .cq H IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED P TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT � coEVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANYONE TRUSS. z 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL W N LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. O 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. .v 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT w ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS." 5. PROVIDE TRUSS BLOCKING. AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 0 �� - -9 C co co SEE TYP. TRUSS BLOCKING DETAILS U � SHEATHING 3 TO 4 TRUSS 2x4 AS SHOWN C NNS aoD TRUSS SPACES DIRECTIONrlALT Q ATE N 6W. 141W RUG DAMSHOMES VERTICAL SCAB 2x6 #2TT SPF 48" O.C. W/ (4) 12d TOP &BOTTOM OR H5 SEE ON TRUSS TO}E TRUSS 5 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 LS OR HCLR/LL IN PLACE OF (4) lOD B-B REQUIRED® RAFTERS GREATER THAN7-OW" 3000 GULFBREEZE PARKWAY SEE PLAN OUBIE TOP DOu F GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B .EDP ll� DIVISION LOCATION: 2z STUD WALL LEEPLAN PORT ST. LUCIE CONY. FRAMED RIDGE ♦ Job Information: MAY BE NAILED w/ MIN, VERTICAL SCAB 2X6 42 (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d NEXT TO PRE LNG. TRUSS BLWNG. NAILED ® EACH TOP & BOTTOM OR H5 OR HiSIDE w/ (3) 12d NAILS WHEN HIN PLACE OF (4)12d B REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER THAN 8' 0" -- COLLARTIE E EVERY 3rd SHEATHIN RAFTER Etl9E® F® OB BEVEL CUTS CODE D CO PIAp, 2%4 BLOCKING BETWEEN TRUSSES W/ (2) 12d NAILS (OPRONAL) 0 EACH END, CONT. EACH BAY T. LUCIE C®U1ID to B TB 2X4 SPF W/ (2) #7X3-1/2" ;rALTERN be WOOD SCREW EACH TRUSS OR H5 N 48" O.C. /'� B®V C N d' c M BLOCKINGNG PRE{NG. TRUSS : I' 3 CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. 2 y " LL� M U d 1� SEE PLAN FOR CONNECTION QJW� roI�°� 2X4 P.T. BLOCKING BETWEEN a DIAGONAL WooD -)I' 2x8 #2SYP RIDGE BEAM J TRUSSES W/ (2}12d NAILS AT 8'-0° EACH END MAX raU°"S 2x6 RAFTERS 02'-0"O.C. ♦ Model Name / Number: MAX. w/ (3) 12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM 2x4 RAFTERS FOR SPANS L THAN 2000 (SEE PLANS FOR TYPE) coNC. MASONRY 4 FT O T' O' O.C. MAX W / (3)100 ', COMMON TOE NAILS TO RIDGE B lM ♦ Plan Issue Date: — — AT STEEL OR WOOD BEARING SUPPORT T & 5 GHT.R T&HDA-A TYP. WOOD TRUSS BLOCKING eALTERNATE BLOCKING Friday, July 23, 2021 ♦ KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING 21-8330 Sheet: SA Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. ROOF FRAMING AND BRACING DETAILS 6" i 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 a d #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 he architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A J. x P.T BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE it 6" 6„ SINGLE DOOR SINGLE DOOR W SIDELITE e n R'r 3,3" 6.16.. 3„ 3e 3» I I I _ _ 11 1 tl : I I ;» 46, r 6 6- 6„ DOUBLE DOOR W/ SIDELITES )A IE " " 6' IPACE MENLY I" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-01' IN FRONT OF MECH. OR APP. WHEN REQUIRED _ 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB m Z I -II II`I IFIh�.II° i jr - Ir l w I 16" MIN. DIAMETER P CONCRETE FOOTING ,Aft PROTECTION BARRIER DETAIL C11 3" SPACE EVENLY I➢ nM nail wahlr ',valleeyoemsrlme- ft�i �c\s Cantering �aor n Bueq Ingle a m Embed each she ina2" wreI"grre" err`0h Cut 2' dia or,al11v�oHN INS rue• oFVanmed e. NAIL SHINGLES W/ It 00 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS 6 PER SHINGLE.. P-01 T 0 a sae , Usk �,,oe SON 4Ut Co`#se 3s6�Caneo Rake 1 1� Ed48I u yg^ i¢ ere 7" - e to use in 5tb tow Cm shingles 2- back from valley centerline ------------- SHINGLE INSTALLATION GUIDE ROOFCRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EXTFA, WAIL FINISH AND EXTENDING A LOCATIONS) MINIMUM OF B'ABOVE B" X6- H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT IWEEWALL T ENTRY PLASTER ST SEALANT ROOF SHINGLES — 6"X6-HGALV. I FLASHING CONT.1 \ /I FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED SHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN,) GLUE STRIP a ' W/ ADHESIVE SEALANT & SCREW w/ 3/16" "t x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTAC H M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HO. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S ZX WOOb FRAME BY OTHERS SHE,ATHENIG BY LATHERS i 1P2e MIN. F.MBEb1il i —19 WOOD SCREW PERIMETER - — —I CAULK 9Y OTHERS O.A. WINI 7OW HErGHT TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/4" Mill: EDGE DISTANCE 1/44 IMAXG 5HVA SPACE EME. GE AT OVERT 1 al Masmum Fastener Sparing Walt Framing:, (Iambs, Head and 5111) #2 SPMWPlrp/Fk or %"X , Sgmne Sarw Scram rain whown Penllrabon Glaang&ad Mounting Fin- Cro§a SECtion View ---- Beeno-VfaW of Bred wriclgN MNmum Silicone Edefio, Sheathing _ NOW We$hVngty recommend the use o/NasAmg and/orfiashlng tapes and sill pans as stated toASTMf 2111-07. Howesroir, Auf M wrlaboo /n odes and budding type; ft R left up to the soup uaerto determine the proper Installation otNrase Items. L6AV81M BUOOLE WRAP OKI Before IAstaWng your woulve, we bubble wrap may be peeled back for Inspection, but please re -stick the van, to WOW Una bli from svetidnes and other damage uiidlbestowal is b empars. Step 1 Measure to bewre the opeNlg is 318" to 112" larger than the Window am boo verdcalN and horizontally. " You may wish 0 predrill the installation holes in the fin at this time. airnigandme pepunched hats in Ow mourift tin as ftare not xva5'an Sept Apply ageirerous bead of allwnem the backside of the mounting fin. Use enough all=* to suffideMfy fill all vods batsman tire fin am the wall shesU,i g . Step 3 Ireertthe window Imo the opening from the outside. The window Is labeled "middle am "outside", but if drese labs have been ramped the daring bead shod aiays he to the Inside of the bundbi Ship Install shims under the sill, adjustlng them ung the unit s plumb In the opening. Shims annual be installed uncle the all every 2 feet. The window should be basically centered in the opsairring N bno more than 1/4" gap bep9ar the widow and wall framing, Slisp S In"Ia#Sox I• 2"sorim 4" from the caner Mahe fur at each end of the head all am both firms. Step 6. Instal the remaining fasteners In 8" ircrements from one over screws to the center of eels flame member. Use ame notm over- Ughten ttw screws andPal them Uaough de fur. Ako, make sure the srrevrs go in straight am do notcause the fame m bow.. Wall f n*V shod be a mlamum of #2 SprwelftsidFir. Fastemnssmlad be#10 screws ofsufidem length m achieve 1.3/8"per� ism the wall and no less Ran 1/2' fires edge of feeling. Fattener aMaieb needed In ssMs see offramear aolldsre 8' offiame MertdMr 10" 18" 26' 31" 4Y Si so, 1 66" 74" BY 90" 98" NumberufFareemers 1 2 1 3 1 4 1; 6 7 e 1 9 10. 11 12 13 Step Remove elmas slllome ueeze tit' from tram the fin and Impact for holes or wie. Use sllmne to III any voids. Sep Ifdesmyt afoam mwlatorcanbeapplad In the incedorgap between the window and wall honing. Uapplait Irisawstbehire NON FYRANDING TYPE HIAM, Sep 9 Shape these windows are typically used In arms vdlh ho mdstury, is; bathrooms, a is remnmended that the haerle gap between the wmdm and wall framing also besealed With alumna end broad an as not brkReHere wen Uekstaaat m of wallboard, 8s a trim. Sep 10 Onne at mnstnw.6on Is canplehe, remove the bubble wrap from the helps and outside of the widow. If necessary, dean the blocks with a mild detergent and warm water using a soh duals. 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: 1st Choice I DAD' COUNTY APP. IKO Industrues, Ltd Cambr dge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL3031d.1 - W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DACE I Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALANIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 COUNTY APP. ProdudtS. Inc. "OffAgge vent" 1' FROM EDGE AND 4 O.C. TYPICAL MAX. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING ITAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND F1.12328-119 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC. FELT ATTACHED IN ACCORDANCE WITH _—_- -- _ _ R906.1.1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 6 7 2"x6" P.T. WOOD JAMB WITH 5) 1/2" DIA. x 8" "J" BOLTS FL16546.8 53W5 2nd Choice +30.0/32.0 CLOPAY 8 x 7 FL15279.84 Swing Doors: 1st Choice +67.0/67.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR TAPCONS MIN 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12' O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.12 +67.0/-67.0FIBERGLASS THERMA TRUCORP. SOLID FL20461.1 DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) Sidelights PLAT PRO FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 Alum. rinf rl MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL15332.12 Windows: 1st Choice +40/-50 MI WINDOWS $540 SERIES Twin Sings unglin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAP/OON SHOULD BE FILLED W/ #8 SCREWS FL 17676.9 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) �F 5TaIENN T1LLT . TO PROVIDESROUGH UCK USE #E8 BED. IWOONTO OFBUCK. FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS Hung SUFFIENT LENGTH TO ACHIEVE 1%1 INCH MINIMUM EMBEDMENT FL17876.2 Single (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single Hung (finless) frame FL17894.4 Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1rA FL 18504.1 W1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1"MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS I MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R6 WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/•71.6 KAYCAN LTD Standard vinyl Staple 10" on center In direction of lei th FL16503.4 RE Plygem / Variform Plygem Double 5 1 Double 5 standard (vinyl) 10" FL12194.1 Double 5 stands d standard vinyl I staples solid 144_veMgd .145 FL12194.2 Hurricane Panels: Dade County App. LL 24^ Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & LASS Storm Panels FL16293 R3 I have reviewed the above components of cladding and have approvaU their REVIEWED FOR use in the structure. (Architect or Engineer of record) CODE COMPLIANCE Name: Carl A. Brown Certification Number: FI. # 56At LUCIE COUNTY ST. Name: Luis Pablo Torres Certification Number: Fl. # 87818 B®CC Name: Certification Number: 1`T^1(Rj3 as 'rf e�NeAXi OF m, 0 ✓Ire 'ls.� S I 4 i g 0 -It 0 � 0 fii allm if Ble SB x a �F-� 08n�dd is ;9 S N d HBO � m�mgs uld d Q '� s � °'• rti w g O�.rK1 a Ir C 9 Z � !vA Zr Y <vra m®§erg gbjE�'" m. 9 zz cl LLm c) � to 2s .% vAVW.fosENa.coIA ❑ ❑ ❑ Z z $ � z NI m Q a N — to z I- (/) LD Mlaw Q 4�w� U W 2 0 NE 00 1, U OOS om� tq (5 °o 1 Qj?m 0 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO, CRCISSO146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information' C IFI E COPY z I" U ¢ v Y M � E cHas 3 cl zI—`o 0 Um M a 0 —j Uj J 00 U) U) 00 Model Name / Number: 2000 1`1 Plan Issue Date: Friday, July 23, 2021 IF KA PROJECT NUMBER: 21-8330 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING i-WEATHER RESISITIVE BARRIER TAPE wQsruewxoowi HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barthen re n 3. Fold weather resistive barter back over head flashing and Ov seal with tape 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW PO 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERI OR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY , SELF -ADHERED FLASHING is FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILYSECUR WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6IN. \\' 1 WEATHER RESIS1iNE BARRIER SEAL TOPS OF JOISTS--� UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r SELF -ADHERED FLASHING / DECKPROTECTOR 11 SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD WEATHER RESISTIVE BARRIER - DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMS 6", USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING ter- SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING V4".1" BEAD OF CONSTR. ADHESIVETOF APPLIED UNDER- / THRESHOLD OF DOOR AND RETURN f/ UP JAMS 9'. USE LIQUID NAIL BRAND R EQUAL WEATHER PROOF CAULKING / O QU ! SECTION -A -� (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING -ANGIE 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) W r" 04 ESELF-ADHERED FLASHING XTERIOR DOOR WITH DECK SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST WP07 ERIOR 1T. FIN. .DING PAPER PE n : 12.0 in cm : 30.5 cm) -DING PAPER F-ADHERED FLASHING JDOW UNIT 3) �3) WP10 SELF -ADHERED FLASHING 3" MIN RIM JOUST 2 2 WP02 - INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING,SEE FLANGED WINDOW (SEE DETAIL WP01) -SELF-ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 2 WP05 t SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOWSILL 2 5 P APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAM ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, INSTALLATION OF THE BUCK/RECEPTOR, WINDOW UNIT �- SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. / CEMT. FIN. FLASHING REQUIREMENTS R703,1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section 11703.4. R703.1.1 Water resistance. The exterior wall envelope shall be designed and „onstructed in a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant harrier behind the exterior cladding as %S E L F-ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. PRODUCTS ®E TA DETAILS S R703.2 Water -resistive barrier, One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 YP PP PP g asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lopped not less than 6 inches. Other approved materials shall be installed in accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described In Section R703A. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, Shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed Independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as in each detail that corresponds to the to the water -resistive barrier is directed between the layers. it BUILDING numbered items in the list of instructions below: Exception: Where the water -resistive barrier that is applied ever wood -based sheathing has a water resistance equal to or PAPER 1. Install self adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially nonwater 2. Install flashing and weather resistive barrier to form water shedding laps absorbing layer or designed drainage space. A O3, Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be Corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING WPO 3 scoringCuts Instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT mu) Minim AAMA 812, or other approved standard as appropriate for the type of sealant. Fluidapplied membranes used as flashing in RUBBERIZED ADHESIVE ASPHALT 6. Fold as Shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fiashings shall be installed at the following locations: ADHESIVE 7.Angle Of corner may vary, ry,ad)ustfolding of the Flashingaccordinglyt fit SELF -ADHERED FLASHING tight to comer y $. Mechanically fasten a5 necessary i.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible fiashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: -, (BEFORE FOLDING, SCORE RELEASE IVEASSHOWN)sE AOHESNEAssuowN) I.J.The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to NECESSARY CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 1.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 2 W DMA 300 or FMA/AAMA/WDMA 400. 5 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 4 I 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4. Continuously above all projecting woad trim. 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. At wall and roof intersections. SELF -ADHERED FLASHING IWIP06 INSIDE CORNER 7. At built -In gutters. 1591IUZey1Ll1101In SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 8 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL B,SILL) IN �WP09 BEFORE SLOPE 0.3 in; 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 Cement Plaster \\ in accordance with ASTMC926 over wood 2nd floor Cement -Plaster 'over block ' ist fiodr Note: The building paper and metal lath must be installed over the top of the' weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" G.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16'O.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated - nge 7/8" Weep Screed 1/2" Cementltlous Decorative Finish All Inside and outside corner Will need to be miter cut and caulked all butt joints need to becaulked Using Vulcum caulk for all 1/2" Cement / Plaster Finish Block 21 /2" Perforated "'•'�• Flange 1/2" Weep a Screed Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DE TAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE xx>t ojttti 9111 0 t,o OF N'I 41111111 tt,, N vl W IM m Do r­ @ U0 1It°n m . � 68 12 � Bela V8 �rn IY fi ri 2 Q vN� W h'4--ffio- m-� Iphmggo o. 9 w U�� � 8 0 25=8 Z C y F `2, ¢ O 1,g LLZ V a k g m ® o w o de' 2 ° www.rosarG.cora ❑ ❑ ❑ C L z a i z g Z N ax `Wr4YYY��� n- (jr) N' Z n 0 O , J - J `U LL w v 7 w g t1) m M M _ o n Ei - Cm Y ol� li Q Nv om �m DAMS 'HGMi�B FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE FF Job: Vy ED FOR PLIANCL C®UNTV W v' / m do a m a d o Z I -Um J W U/ VJ cD u. Model Name / Number: 2000 Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-833A Sheet: ■ - . P of. WATER PROOF DETAILS --- -- --- -- - --- - qYT 81 1 I �. CQVERED Pr�Tit� I I ----- -------- sit c� H2 21 i 2 aS Ha U lea I 1 $?.3K)3 is O X42 A/C SLAB �... BLDR MIN MASTER l N co FROM WALL aE i b ,�-� � . _ _.,. — _ 220 GREAT v u 14x8 1 wed: VAULT C1a U 1 1 LD—J. p 9,. 185 14x8 1 wed -iT-� ; (6 8 9 _ 0 _ .....,A 1.10x6 I wed n S --- - I ` 4,> 8xcd 61a-0 c>a 1 „ l y 4 1 dZIP r 140 ws 12" BE" UM 4, S/ TUDy .. I vwrrceunc :...:.::...:.. 4x1 14x14 rag x 77 .c 5„ in 5„ bath duct DIN114G 6„ Z Id-0rAT«x. O to roof cap .# lo' x6 i 75 w/ standard 70 — cfm bath fan —light - W I 5 11 s rwad W w 4x1 rag _ z\� SUM lx 6 1wcd --- - x\A ... 6 , Q _.............. law 80 I Rw w o 10x6 1wcd f 10„ 0"70 VALILTUILM9t a 10x6 1wcd „ 4 dryer duct :..................:: a 10 rag to roof cap w/dryer vent box EQYER MMA ��A W - U3F !'SI 3fA00.J v,�.AT Cir. :.....:..-- V.PA'B^ X `Si aTLIJ \. 2x r ,. i `MR 20 MAUL) MG —_ — 0 R` _G��'.:` = 5„ bath duct _ w ------- . --_ 3CARGARAGE ;= = to roof or wall cap U Q RV CULM-, -._ �9 8„ w/ standard 70 Q 0 - _ cfm bath fan ® O m cu 401 '------------ - 2x12 rag 145 _ O - - -- r---------------- - 14x8 1 wcd: 0 00 Ili , cC\I \p — Liven # e }/ CAC032448 .' 171 II LUCIE C(& is co `U m Bocr` t — W >_ Z - - ® Z 0 W ?S Q �— m Q AREA CA�.CULATIn m Q J O li 7st' :.sUFi aLtiY55.r- 6 /� m a— � V ) NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED ,••� ••.^ I TO?f3. LM1r11Di3 tiC) ;E 2004S.F. rsas.F. $ R G t n 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS FLOOR PLAN Transfer ducts/grills sized in compliance p cam�m 55F - - with Florida Residential Building Code M1602.4 ELE �''='I t'+�" Et.E1iATiL3N COVERED P.47113j46NN 5045.F. balanced return ®jr, TOTALAREAJNs?SR ROOF 3cX735-F. EXCEPTIONS 1— Must have a minimum clearance of 4 i riches around the air handler per the State Ener code. P 9Y - All 'on value. duct has an r 6 insulation —