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HomeMy WebLinkAboutBuilding Plansb TERMITE SPECIFICATIONS: I STRUCTURAL NOTES: R318.1 CAST IN PLACE CONCRETE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE RENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINME T, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. NOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS F ALL TOP BARS OF BEAMS, CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUN CORNERS OR CORNER BARS WITH A 25' LAP PROVIDED EACH WAY, CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 0 1 1/2" TO FORM U.N.O. TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-10 A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRA E TO BE MIN .75 LEIS 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 A70 NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS06 ON PRODUCT METHODS MUST DETERMINED PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "I- OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN24" A.F.F. 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 REPLACEDWITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. - EXTERIOR COVERING MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. STRENGTH LOOT PSI (f in PSI) INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM G926 AND ASTM C1063, OR ASTM C1787 2. MORTAR SHALL BE TYPE A CONFO CONFORMING ASTM Cill - AND THE PROVISIONS OF THIS CODE. NF 3. COARSE GROUT SHALL CONFORM TO ASTM C476.10 Will A MA. ii A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 30DO PSI SLUMP B" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE j LS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE ELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR 1OFT, STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR 01787, OR AS OTHERWISE APPROVED. WHICH EVER IS LESS. REINFORCING SHALL SE PLACED 11 ITHE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO 5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. R703.7.2 PLASTER. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF PLASTERING WITHL GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVI STOP IS PROHIBITED. E STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING HALL BE ABOVE AND BELOW ALL WALL OPENINGS. CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL TOTAL THICKNESS IS AS SET IN TABLE R702A(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION OF THE TYPE LISTED IN R703.7.2. s TED s R703.7.3 WATER -RESISTIVE BARRIERS. - 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS; SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FC R DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3- ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,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 R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER: RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Rb = 2400 PSI MICROLIAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F.V5 LAYUP 1.7E Fb=2400 PSI MIN. BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1 ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED 48 2 SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. R703.4 FLASHING. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE OR. 15/32" RATED OSB EXPOSURE 1 MECHANICALLY ATTACHED APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHA A MINIMUM 1 " SPACE IS RECOMMENDED BETWEEN PA ELS AT EDGES D END JOINTS TO ALLOW R /8 D AN FOR EXPANSION. PER R604.3.15 SHEATHING SHALL FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UULES SPECIFIED. INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE 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 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN CCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION MID CONTRACTION, ASTM BADE LUMBER AND ITS FASTENERS" AS RE OMMENDED -0 U C BY THE NATIONAL FOREST NAL ES PRODUCTS ASSOCIATION. C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUIDAPPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORT ONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO 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 TO AL DEAD LOAD. TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS R QUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL COI FIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FIF AMING DESIGN LOADS. • INTERSECTION OF 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. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.N 7. PREENGINEEREDWOO D TRUSSES SHALL BE DESIGNED THEMANUFACTURER I ACCO DANCE WITH SPECIFIED LOADS AND GOVERNING R TH I OVERN NG CODES. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, • 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 CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. • AT WALL AND ROOF INTERSECTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP. DRAWINGS • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. MASTER REVISIONS DATE I DESCRIPTION UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS NCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING ALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES, THE MEMBERS OF THESE WALLS WOULD PLIED. NOT NEED TO HAVE CONNECTORS APPLEASE C00 DINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS MORE INFO. FIELD REPAIR NOT ES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE S S i ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RE E PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT E INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CL DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 A TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION N MASONRY AND 7 10d NAILS TO TRUSS FOR UPLIFTS LES MISSED CONTRACTOR TO INSTALL 2 SIMPSON HGAM10 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MISSED, CONTACT THE FOR FOR SUBSTITUTION. BSTITUTED WITH 1 2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY )MME DATIONS OR SIMPSON 1 " TITEN 2 EN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO OXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S M DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR E TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY T. IN'CONC. FILLED CELL EACH SIDE OF THE 101Nr ( BAR DOES NOT HAVE TO BE CONT. Y BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2§6" TNENS TO THAN 860 LEIS USE 2 MTSM16 FOR UPLIFTS LESS THAN 1720# . IF CORNER STRAP R R IS 4 1 4" x 11 2" SOS SCREWS AND 5 1 4" x 2 1 4" TNENS ONE EACH SIDE OF TRUSS. /() / / () / / C I E S. [ORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FO:2ND (FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8' ANCHOR BOLT SET IN SIMP ON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. STRUCTURAL DESIGN CRITERIA CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA, NATIONAL ELECTRICAL CODES (NEC 2014) & 7TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE- (AC1318.14) 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 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -2015EDITION 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 WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOORI-JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD OIL 7 7 15 -25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSI) COMMMENTS: TOP CHORD OL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD OIL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ;FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOM S (PSF) 60 PSF STACK ROOMS 150 (PSF) GUARD RAIL ® HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY. II BUILDING TYPE V ENCLOSURE CLASSIRCAfION ENCLOSED INTERNAL PRESSURE COLFFlCIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY.HOME IS 15FT, AND FOR 2 STORY HOME IS 3OF7 ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 4. O W 2 7.5 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 -) 28.8 0 34.4 O 50 (+) 4.8 (+) 24.8 O (D O 7.1 (-) 31A 0 05 (+) 3.4 (+) 23.4 100 (-) 5.7 O 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-0" 16'-0' 7'-0" 0 51.3 (+) 24.3. (+) 23.3 1-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: I. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND43OURNE DEBRIS AREA, CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRFSSURES INDEX OF DRAWINGS SHT NO: TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS S TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WID WATERPROOFING DETAILS M-1 HVAC ,�� QA .�N F.• is . 64 OF a ��iOF IQhR�. w T v GENERAL NOTES: BUILDER NOTICE: U AL REINFORCEMENT LOCATIONS. 1. ALL EXTERIOR WALLS SHALL BE ASSUMEDSEE PLAN FOR C.M. WALL N L ATIONS. TO BE LOAD BEARING, It Is the Intent t t Of Designer/Engineer listed In the tltleblock of these INFO WHICH SHALL HAVE PRECEDENCE OVER TH P 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING CE LAN. do cements that these documents be accurate, providing Licensed 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear information, Every attempt has been made to 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder andall subcontractors are required. to S. 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 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Des(gner/Engineer are not responsible for any plan errors, om)ssions,or misinterpretations CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the KEESEE ASSOCIATES (KA) AND. ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE 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 in these plans should directed our Quality RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HASNO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE I ORE ssurcfound Assurance Manager kc will e immediately. No backcha s -II considers e vn be co sidere ag Y rE TO PROTECT WITHOUT LIMITATION THE RESIDENCE CONSTRUCTION SITE MATERIALS EQUIPMENT, FROM MOISTURE NIOLD FUNGUS, FIRE THEFT VANDALISM , M TRESPASS OR ANY OTHER for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. 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. Payments will be made In accordance to the terms of the agreemer CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Drthwest Florida® 3000 GULFBRREEZE PARKWAY GULFIBOREEZE, EEORfDA 32563 F �L(pZ,6)Z­7f REVIEWED FOR CODE COMPLIA►N# ST. LUCIE BOCib U (y �J E r; aLL a n W 0 00 E a N m Lei ri tii u"T 0 z W W�m�S a11 Lo I a2 LL w (6 N o-�. ° � 03 .m - rr .. o g� QNO 0 1- @"-AF Mai- 0 o GGJJJ. g_>X Z� �'c d a a - A J 1 LL � ur ga www.roswc.caa ❑ ❑ ❑ t U z_ � z N z Q y a 9 LO- �n Z N V) m y� fS3 w -o � m 0U O W� \\\ LCj n f6 U _N u sO H OD 00 ai N U Ha a Of '°c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 0 LFBREEZE PARKWAY 3 00 GU GULFBREEZE FLORIDA 32563 I I I PORT ST. LUCIE 7I ♦ I lob Information: 1 O a z L Lj Q a) 0) a cil m C M N �i" " i ® _J IW Lo M U) ♦ Model Name / Number: R ♦ I Plan Issue Date: Friday, January 15, 2021 VI KA PROJECT NUMBER: 21-01S9 Sheet: I Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES cAP.(g6 BW1 16" (2)led TOENAILS (2)S6d TOENAILS SPF NO UPUFT BW2 18" SP2 W/ (a)-lod SP1 W/ (S)1.Od SPF 402 STUD, (a)10d PLATE STUD, 14)10d PLATE BW3 16" (2) SP2 W/ (6)10d (21 SPS W/ (6)10d SPF 803 STUD. 8 160 PLATE STUD 4 10d PLATE BW4 16" (2)166 TOENAILS (2)16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6)SOd SP1 W/ (6)-10d 18" STUD, 8 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6)1od SR1 W/ (6)-10d SYR 878 1e` STUD 8 10d PLATE STUD. 4 10d PLATE 8W7 12" (2)led TOENAILS (2)16d TOENAILS SPF NO UPLIFT SP2 W/ (eH1Dd SP1 W/ (6}10d BW8 12" STUD, (6) 10d PLATE STUD, 4) 10d PLATE SFF 535 BW9 " (2) SP2 W/ (6)10d SP1 W/ (sl_,w SPF 1070 STUD, (6)10d PLATE STUD, (4)10d PLATE BW10 1.2" (2)16d TOENAILS (2) S6d TOENAILS SYP 0 SP2 W/ (6}10d SRI W/ IeMd FB_W_1 a]12" STUD, B 10d PLATE STUD, (4)10d PLATE SYP 585 0W12 (2) SP2. W/ (6) 10d SP1 W/ (6)-10d 12" STUD, 6 1Ad PLATE STUD, 4)10d PLATE SYP 1170 BW13 NOT USED UBLE 2x TOP PLATE TOP OF WALL L SEE PLAN MASONRYWALLOR ICF WALL, SEE PLAN 2x STUDS PER DOUBLE 2X HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WPO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/Sri FOR NO UPLIFT CONNECTORS BRIG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. 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 - +' . --dK- PLAN FOR MORE 2x P.T. W/ 1/2" As @ 32" O.C. W/ 7" INFD SHEARWALL EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW-UIRES : MIN MIN. 7' EMBEDMENT PAST STEP DOWN. :� '. RE Q HD @ 32" O.C. 7/16" OSB PLYW'D ALT.: SIMPSON 1/2" TITENW/ SAME EMBEDMENT WALL DETAIL W/BENAILS IN FIELD AND EDGE. EDGE. SEE G GENERAL NOTE #8 BRG. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYR 01 OR SPF 92 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPB CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SR3 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF 'SW- IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SE WFOB 53.10R INDICATED D ETAN FOR PROPERCONNECTIONS2STOFOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE:THIS IS FOR 2STORNPROJECTS ONLY) AND REQUIRES MIN. UIR 8.I/J.6" IS INDICATED THE WALLIS CONSIDERED AELDAND EDGE (1) SIDE WALL PLYWOOD W/ IM NAILS AT 4" O.C. IN FIELD AND EDGE 7/d13" OSSEXTERIOR E PER NNDNO SCHEDULE 7. ALL EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED NA A SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE ACT AS SHRING WALL IN BW4, BW7, 0 THESE WALLS ARE ONLY S. IF THE BEARING WALL IS INDICATED MATH THE U U SARETOE NAILED TO THE TUU HOT HAVE UPLIFT. THE ST U SUPPORTING THE FLOOR LOAD AND HAVE TA (GUN NAILS) AND WILL PLATE AND THE 2x PLATE CAN BE ATTACHED WITHTIN HARD D IN T ENAILSBEARING NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL ACHIEVE 9. SP3/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE SNDIMO THE PLATE TO ACHIEVEE THE TABLE LOAD. 104= 0,148" DIA. X 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) cl (3) 2 x 4 #2 SPF (4) - S6d TOENAILS 0 C2 2 4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4- X 11/2- 2145 (3) x SDS SCREWS El (3) 2 X 4 SYP #1-OR- (4) - lad TOENAILS 0 FCA (4) 2 x 4 SPF #2 DTT2Z W/ 1/2' WEDGE ANCHOR- & (8)1/4' X 11/2' 2145 SDS SCREWS CS ❑4 x4 P.T.#2 ABU44 W/ 5/8" ATR** G = EGGS U = 2200 SYP POST & (12) - 16d NAILS 6P.T.#2 ABU66 W/5/8"ATR** G-12DOO a6x SYP POST & (12) -16d NAILS U - 23M 8x 8 P.T. #2 ABU88 W/(2)-5/8'ATR** G=24335 C7 SYP POST &(18)-16d NAILS U=2320 3.5 x3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4' x 21/2' SDS WS & 5/8' EPDXY am MOLMANIZED IF EXTJ ANCHOR, OR ATR** . 3.5 x 5.25 P.L HDU5SDS2.5 W/(14) 1/4"x � 1.8E Fb=2400 PSI 21/2' SDS WS & 6/8' EXOPY 5045 WOLMANIZED IF EXTJ ANCHOR. OR ATR** C30 3.5 x 7 P.L. 1.8E Fb-2400 PSI HOU&SDS2.5 W/ (20)1/4' x 21/2" SOS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU&SDS2.5 W/ (20)1/4' x 21/2' SDS WS & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8,SDS2.5 W/ (20)1/4'x Ci2 EGENERAL 1. EPDXY T870 0 ANIZED IF "T. ANCHOR OR ATR**- COLUMN NOTES I. 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 WFW/SS 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR W EMBEDMENT FOR 7/e" ATR S. IF (C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LOE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON ve. GUN APPUCATION NAIL OULLNGTH NAIL SPACING Sd 0.131' X 2 W 0131' X 2 %" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" 0.131" X 3' SEE PLAN BLOCKING & TOE 0.148' X 3'4" 0.131" X 3 -A* NAILS & TOP PLATE 12d 0.44S" X 3'A" 0.131' X 3 tA" 8. O.C.(COMMON) STUD WALL 6' O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.1311.X 3" 8' O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.162" X 3 %f 0,131' X 2'g" (2)18D(COMMON) SEE PLAN (3)160 ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) - 2X8 #2 SYP. W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3.. (2).MO #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET #2 SYP SEE GENERAL HEADER NOTE #5 O(2)-2X12 W/ 1/2" FLITCH PLATE THIS SHEET (3)-1314'X 11114 ATTACH TOGETHER WI(2) ROWS 1W X 3112 H5 LVL 2.OE Fb-2600 PSI SDS WD SCREWS 0 16' O.C. TYP. EACH SIDE (2)-13/4"X91/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 31/2 H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS f218- O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - 3'-11, (1) 12) (1) (2) 4,-0„ 9'-0" (2) (3) (2) (2) 10 -0" -16'-0" (3) (4) (3) 1 (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/93 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o,c. ALONG EACH EDGE OR (3) ROWS IF 240 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. BEAM SCHEDULE MARK BEAM SEE CONNECTIONS (2) - 2 X 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) DEB FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SWIPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU D.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)"2 x 10 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) BM 0�000 /RANT BITCH PLATE. NAIL TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWSEACH 2 OF 12d NAILS @ 12"- OR (2) SIMPSON HETA16 TO CMU 0.0. TYP SIDE COL U.N.O. ON ROOF PLAN. - x12 #2 SYR W/ 716" CONNECTION: PROVIDE 2 CO ( ) (yi OBB FLRCH PLATE. 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 SIDE COL. U.N.O. ON ROOF PLAN. (2). 13/4' x 11114" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2800 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 ETHER USING 2 ROWS Tom' () OD POST 1/4' x 3 SDS WOOD NHEIA1 CMU OR (21 SIMPSON HETA16 OR (2) SIMPSON SCREWS @ 16" O.C. TYP. 9 1 N. COL U.N.O. ON ROOF PLAN. EACH SIDE. (2)- 13/4' x 117/4' LVL 2.OE Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) TO WOOD POSE 1/4" x 3 1/2' SDS WOOD SCREWS 016' O.C. TIP. OR (2) I PSON CMU OR (2) SIMPSON HETALL EACH SIDE N. COL. U.N.O. ON ROOF PLAN.. (2) -1 3/4" x 18" LVL 2.0E Rb-2800 PSI. NAIL BEAM CONNECTION: PROVIDE (2) . (,A TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O.. ON ROOF PLAN. GENERAL BEAM NOTES RE OF BEAMS 1. VERIFY WITH PLAN CORRECT LENGTH REQUIRED TH G (MIN. 4" BEARING EACH END) 2. SE PAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE. E.O.R. HOSE}, BIBB q c M 0 iO 39'-B" 13'-0" 25 SH \ B'+ 8'-6" 13'-10, 5'-4" 25 SH PRECASTTO_M06-8"_____ EGRESS EGRESS 12'-10" 13'•10" Q W �,. LANAI G O ' 0 N ' 00 BEDROOM #2 M a VAULT CEILING a °y! M� IL1NG," VAULTED C VAULTED CEILING 3 3 ap m W ag 3 m3 C2 .oi C2ri _ ` _ _ - -.- _t - - -. - _ _ G.T. _ _ _ .- - _ - _ _ _ -- - ---- - ------- IIE '2 N "0., C 3'-8 7'-2" 5'-0' 0 12'-4" H2 2) 3050 SH B1 2668 'B 2668 286E 8' CLG, - - - - w A N 1R/ASH m o rr BW1 - MailU ' W/ BASE PLATE ATTACHMENTS w BATH 2 m am OETBRG.WALL I in W 9 VAULTED CLG Of am61 DETAIL , in i $U ¢-m a o 1M I Y R MZj)881 10'CEILING• M0" o Y 2668 W.I. C• N•R I' a 2x6 WALL ' �T VTR m , ' t 10' CLG.lit 4 0 �i y:.. . OP -, --- N C - SR/ASH - BEDROOM #3 v Q b VAULTED CEILING ' In12'-8" .13,A" 2'-8" 3'4" v ' 0 OWNER a Roza O 3'-5" 3X5 BATH `r w N z O� LOU9,A„ 3'A„ i F.G. SHWR VAU)_TED CLG. J m u) 5066 36" FLAT BAR .7 N M 8' CLG. '• m A/C � u? r L 34Afe" TOP WALL. .. � � , -------------- 1R/15H j' : D/W RANGE ,' DBL HOOD sm;r' PROVIDE PLATFORM ; SINK FOR HVAC UNIT ? iv VERIFY SIZE WITH MFGR DINING ROOM KITCHEN VAULTED CEILING VAULTED CLG. a a > i0 r 12'-10" i 7,-4" 6'-7" 1 9, 3" , 1 '`-J 2668 REFRIG. , r - - -n �. �� a ��� NOOK I VAULTED CLG. JL 1 L L = IJ G 1 LAUN. r- -� 3 10' CLG. IIM �HANSON DEN/m FOYER * STEP DN' BOX WH• 10' CEILING BEDROOM #4 yD 6"AFF ;MAX VAULTED CEILING THRU ROOF i ADD INVERTED i LGT35'-0" 'PULL DIN. STAIRS �22'�fz"x54--_--_• HIP w/8ELEV. W 39 S3 H1 in NOT APPLIANCE : BUILDER TO PROVIDE PROTECTION IF A REQ IRED BY MUNICIPALITY. - S HEET 4 FOR DETAILS /(2)12" S.L. EGRESS TRANS. PE 2 CAR GARAGE m - N dO I ZipION ' B' CEILING a 101-6" 2'-10' S-3 6'-4" S1 20'-0„ EGRESSIi ENTR 10' CEILING SEE ELEVATION FOR " OWINDOW SIZE &STYLE D u BM q LINE OF GARAGE DOOR M ELEV. 'R BM3 "B' & "D" --i-------------�- , G.T. (ELEV "B ONLY) , 16-SQUARE 9'A" 2'-8" 'A COLUMN TOP La 9'-0" ' 4 S-3 i ' CD21 S-2. MS12 .. , S-2 , O 1 i 16 x 7 OVERHEAD DOOR 13,A„ 6,A- 2,-O" 16'-0" 2,_0„ 20'-0' 39'.8" _FLOOR PLAN SCALE: 1/4" OV-0" ALL ELEVATIONS N R N a (V 0 a� a O LAI N W 40 Lo Ln N m 0 VERIFY LOCATION W/ BUILDER CHOSE BIBB 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 B +27.6 / -37.0 +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / 31.1 ( I♦�i ) +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND III ----------- FRAMED WALL R2 ARING FRAME'WALL C-- - . ------- 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 GENERAL NOTES I. R302.5.1 Door from garage Into house must be a .minimum 13/8" solid wood door, solid or honeycomboore steel door, or 20 Minute fire rated door. 2. t t Bathroom exhaust fans must van o the exterior of the building, exhaust to attic space and soifits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the Maidence and it's attic as required by Table R302.6. firm the residence and attics by not less than 1/2-inch (12.7mm gypsum board applied to the garage side. II r from II Garage beneath rooms shall be separateda habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected. by not less than 1/2 Inch (12.7mm) 4ypsum or equivalent. uivalent. 4. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located lass than 24 inches above the finished floor and greater finished than 72 Inches above the ade or other surface below on the exterior of the building, the operable window shall comply with one of the following (3 listed methods). 5. R308.4.2 All windows within 2'-0" of doors and in r will be safe tempered lass. shower a tub areas safety pe g 6. Calling for exterior entries and covered porches to have 7/1-6". span rated OSB nailed per zone On roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. 7. EC: R4 .2.4 Access doors from conditioned spaces to 02 pac unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502.4.5.1 through M1502.4.5.3 9. Callings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking a erlmeteL The OSB shall be attached w provided t p / Sd 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 attaches to OSB per manufacturer specifications REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COM AREA CALCULATIONS tat FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. 1111I1111//j� O��OP6� 0 Tory Nod5 e g4 Uj OF C S I O N P� I� f/71111111g1V` 7 ~ (TS J U - E m x v U o v cc It I a allou�A ma DAM _ NOM6 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Fj JJob Information: 00-0 O D z 0 0 LO LLl o a Ln 4 v m TI Q M V d co LO I1 Model Name / Number 1820 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0159 Sheet:. 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. UNLESS NOTED OTHERWISE 8. 1 PROVIDE MIN, 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE -REINF. OPTIONAL CURB FOR '� '( F F_ VARIES LAPPED MIN. 8" AND SEALED. GRADE SEE PLAN MASONRY ■ ELEV. 0'-0'e' i ,� _ - — 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS W/ (1) • #5 BAR CONT.OF FIBER PER CUBIC YARD FlBERMESH/FlBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 Z7777"�-' 'l'r °`" "'-•?'" FOR FlBERMESH OR NER414 FOR FlBERMIX, OVER a MIL WSQUEEN VAPOR o _Z f * �.%{•. ', BARRIER & TREATED FOR TERMITES. FM01 I SINGLE STORY FTG REINF. SEE PLAN F.F. #5 REBAR REINF. •. ( 2 STORY. 20 X 20 W 3) - #5 CONT, 3 • INDICATES FILLED CELL W/3000 PSI CONC- FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC SEE PLAN ► ; ;°- DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING 5 RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE 1/2" = 1'-0" FM02 SECTION @GARAGE 1/2" = 1'-0" 6 U.N.O. ON PLAN. NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY NAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTINGS SHALL BE MIN 12" BELOW 14NISHED GRADE SECTIONS R4031.4.1 THROUGH R403.L4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 ' PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO. NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. /2" - 1'-0" 1'-0" DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN FM03 1 THICKENED EDGE _ P EQUAL LIFTS NOTTO EXCEEDING I2".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. _ __ _ ...... , BEARING CAPACITY OF 2000PSF. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TlP. GAR. FIN. PFLR4. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W 3 - #5 CONT. JOINTS 10' D.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1 1/2"=1'-0" 2x BRG. WALL 2 STORY: 20" X (SEE FLOOR PLAN W/ (3) - #5 CONT.. FOR MORE INFORMATION) SE = 1'-W �4"� 1•-i —245 REBAR XX FM11 STEP DOWN BRG. 1/2" =1'-0" FM12 STEP DOWN NON BRIG. 1/2" =1'-0' OPTIONAL CURB SLOPED GROUT SEE PLAN SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o . + ° , r "• Typ, SEC. ELEV. 0'-0" WITH CURB (1) #5 BAR CONT. 8 (G.C. VERIFY) 00 •� , , F.F. REINF. i iQ ,�s,':, i • #. # (SEE PLAN) 2 #5 CONT. w INSTALL LINING ` w .' : 2 #5 BENT BARS W/ MATERIALS PER y MIN. 25" LAP SPLICE FBC-R P2709.2 ° ° °-' ' ° MUDDED FLR. 16" �• �" SLOPED TO DRAIN #5 CONT, MIN. FM14 SECTION @ RECESS SHOWER 1/2" =1-0" FM18 TYP. STEP FTG. DETAIL 1/2" ALTERNATE: REINF THE. REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD SENDING THE BAR WITH SEE END, FOR MIN. BAR LAP OF 25m QUANTITY #5 X 25" X 25" CORNER BAR ONE ry £ ` • FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 4' PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/z' _ -o' FM23 TYP. FND PENETRATION 1/2"=1'-0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) d 1 STORY tl 2 STQRY D 15TORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'4" 8" 10.. 18" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"3'-4" 10" 10" 20" 24" W/(3)#5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0"-5'4" 16" 16,1 . 48" 48" W/ (6) #5 BARS CONT. 1162# 2'-8" & #5 ®18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NInTPc- SEE CHART ABV. MAX, FC. " SPACING (O.C.) " p A W.W.M. TO BE TIED TO #5 CONT. REBAR (1) 05 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" C t (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. 1 ,I RN GRADE-8' MIN. TO TOP OF STRIP FTG. ® - COMPACTED CLEAN FILL -," '+"? IN MAX 12" UFi8's•. STRIP FTG. W/ QTY OF "MIN, COVER REINF. PER SCHEDULE d FMASW I STEM WALL SCHEDULE 1. VERTICAL • REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM - SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CANNOT BE USED AND `NERT. F.c. ABV. FDN. #4 TURN BARS ARE REQUIRED ® EACH FILLED CELL LOCATION.. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE S.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE +18" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 0 16" v .C, O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h * TALL (TYPICAL ALL CORNERS) C, WITH 6. IF STEMWALL IS IN 5'-O" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8.R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS EE +SNOTES THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403,14.1 THROUGH R403.1.4.2. 9, EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS SIZE DEPTH I REINFORCING V-0" X DONT. 1'-0" 2 #5 E.W. DOT. 2'4' X 2'-0" 1'-0" 3 #5 E.W. BOT. 2-6.XZ6-' 1'0" - 306 E.W. BOT. 3-0 X3-0 11-0" 4#5 E.W BOT. X-a" X 318" 1'-0" 4 #5 E.W, BOT- 4'-0' X 4'-0" 1'-0" 5 #5 E.W..BOT. 4-6 X4-0 1'4" 5#5 E.W. GOT. 5'-0" X 5'-0" V-4" 6 #5 E.W. BOT. 61-0" X e'-0" V-4" 7 #6 E.W. BOT. LEGEND -INDICATES SINGLE -STORY FOOTING - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 2000 T200 110DO 15600 2150D 28000 S4500 42500 61500 3' 8" 3 TYP. CORNERS AI 13' 0" •, 13' ' 4" L I, I 4' 8" Y Ea ■ ■ ■ ■ HOSE ________ ________________ _____ BIBB FMOT ; FM03 0 3 3 I 0 ; r• i FM11 F- FM11 ; 1 3 I I 3 I I � � I rg I , = Q I 0 V ID , i c0 ; i ST P ON. 4" N , ' 1 , I r •, 1, FM1 3 ; I 'TUB UNIT i i W.C. 1 LAV. Q '. Cr AV 117 o-B� J Q 0*M II bil 1' 11" 3' 1" 2' S. ' ® rr ri �ayl 5 i p� p LLB J 2. 12' 0" N I ^ P---=-1==' ; r r - ' I W.C.00 1 I II I , 0, I c ; IL. X5 I 1 pQIHWR I I 1 I 24' 8" ��� -----, LL` W I I 1 t v I ' I PROVIDE CHASE ' ' FOR HVAC UNIT , VERIFY LOCATION ' o I I , � ' ' I I 1 , I ,,� 0 WASH I F `a0 301 51 - -- ---- O ! L -IJ� STEP ON. 4" Q FM11 2 r W.H ; `I i 1 I 1 , "--------------------- - US - FM02 I I I I y cl 3 1 STEP ON. 53h" o I , , 5, 4" 20' 0" I I , C-J. o - a — - JJ a 2' 8" 7' 0" 3' 8" o ; i 1 m F2,S ~ ■ I ' c `a ,4" , ; FMo3 I , r , FMO9 I .__ I __________________ ___L------------------- 1 so ■ ■ ■ `—(2) #5 BARS W/IN EACH F.C. TYP. @ EA. 13' 4" 6' 4" 2' 0" SIDE OF OPENING 16' 0" 2' 0" 19,820' 0" 39, 8" FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS 0 i- 0 ti -1� COMP. UNIT REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTv BOCK `a C7 ;it a y HOSE BIBB 0 r- FILE CLor ' 7"s JI fill," s� oso sg� � ■ DD ��t3�4.E � w g a � s 00 cxr Ill t$gm� ¢ C J M E81 0 OU J In -8 10o- Pn$J. VJ s Www.FOseaacoN ❑ ❑ ❑ z m o g N D z� a_ N rr Lh Ur � 0 w 0 w 7 Lln w t�� = o^m U rn DAMS HOMES FLORIDA CONTRACTORS LICENSE NO-CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. L.UCIE F Job Information 0 L o � � 0 W y c V o m m Z Ln ccto I—`SIUm o ® _MI�/ J 3 I//)L/L ] �ZM o J W V J Ul LL T Model Name / Number: 1820 T Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0159 Sheet: 3 Of FOUNDATION PLAN W LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500" OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS 13) 4500 BATH FANSf 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. 34,010 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,010 HVAC CIRCUITS A/C( AIR HANDLER & COMP.) 10'000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULI sTJONS FIRST 10,000 AMPS ® 100% = 10,000 + 4096 OF "A" = (.40 x 24,010) = '9,604 + 100%OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL 4 \v/ � 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS - TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 11/2" VTR TO SANITARY SEWER BIBS LITES OUT QUOINS, AND MINIS WHEN EFER TO ELEVATION. LIGHT \ COACH LIGHT COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS DISCO^NNET WP ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AM (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES &. DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314A AND LISTED' IN ACCORDANCE WITH UL 217 B. 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 ORUL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9.1131-5.1.2 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. 1.3. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17AA4. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE, RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON AWALL 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 18" 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 J`� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE ca 11TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE a CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT rn ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET q:::] DISCONNECT WI TELEPHONE CABLE OUTLET SP REVIEWEFOR od ANC E ® RECESSED LIGHTING J ST4NGi6tJ �corl-y . WATER PROOF RECESSED LIGHTING O THER EWC BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT GARAGE DOOR ® PUSH BUTTON $AMEASUNDEROROUND IWITHELECTRICAL CONTRACTOR I 200 AMP SERVICE 200=2/OCOPPEROR4I0ALUMN. IN 2° CONDUIT METER MAIN DISCONNECT 200AMP A/C DISCONNECT POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPERTO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W1 MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. U —N E x�� a�om i41m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 _ 0 y e-I LO W YLq C @ d m m O N LO t c In d Z mI-- a ®JLLj� m (n to VT-Moclel Name / Number: 1820 0 Plan Issue Date: Friday, January 15, 2021 VI KA PROJECT NUMBER: 21-0158 Sheet: /II Of: ELECTRICAL PLAN 4 ro TOP OF BLOCK Q 00 OF BLOC FIN. FLR. 48" OFF RIDGE VENT 12 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH 2868 FRENCH DOOR 48" OFF RIDGE VENT W'DOW':HEAD H T i0 DBL 25 SH 48' OFF RIDGE VENT (2) 3050 SH 48" OFF RIDGE VENT 12 16 OP OF BLOCK Ij LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 33/2 SH 25 SH _ FIN_ FLR. RIGHT ELEVATION "D" SCALE:1/4" =1'-O" BEARING @ ENT T0P_OF�BLOCK DBL 25 SH 12 6 TOP OF W'DOW HEAD HGT' ED ■ O 25 SH FIN. FLR. - REAR ELEVATION SCALE: 1/4" =1'-O" LEFT ELEVATION "D11 SCALE: 114" = V-O" BRG. * ENTRY Tf OF BLACK IN LITE TEXTURED DECORAI CEMENTITIOUS COATING DBL 25 SH Q 00 VENTILATION CALCULATION Formula = SF / 300 / 2 * 1A4 = net stl InohOs of venting needed equally for intake and exhaust Soffit product provides 4.12 netsq in/sf Ridge vent provides 18.00 net sq in/if Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF). 2409 s.f. Total needed for exhaust for upper 1/3 578 netsginches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3-needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal. Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan 210 FALSE DECO. SHUTTERS SEE DET. ON 11 a00000ao 11 aaaoo0oo 4 11d 70000EIF100, 3068 DOOR W/ (2)1068" 16' X 7' 32 PANEL S.L. AND 16" H TRAN. ABV. OVERHEAD DOOR DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "D" SCALE: 1/4" =1'-O" REVIEWED FOR CODE COMPLIANCE RT. LUCIE COUiV�''! D BOCC FILE COPY to vo sg>I a Jr- ; mm 0 n m P S. ,o a.3NFI w n g s a mg a a MeLL= a. N oc LL�•Q a a d Z S5 a qk s w WNw.F06ENG.0010 ❑ ❑ ❑ z o z O N Z (g�f J qq Z04 h V) O WW 2 O W c UN (6 V Nis E w L�$ ao a c; l em DAM HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O o ztoc ,-I WN C 0) > w� fq qj N U) 3 N Do — 0 J W M 2 jm�� VI Model Name / Number: 1820 Plan Issue Date: Friday, January 15, 2021 VT KA PROJECT NUMBER: 21-01,59 Sheet: 5-7 Of: ELEVATIONS SEE DET. TB03 G.C. TO PRI ,BLOCKING' W/ APA RE, FOR SPAN I 7/16- OSB SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX ** 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 EQ ■u wa Y e��� - x BOTTOM CHORD GABLE END BRACING @ LOP CHORD 2X4 #2 SYP ` 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSI 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) WIND AREA ' (+) VALUE DENOTES PRESSURE HIP ROOF>20 TO45 DEG. a=4k (SO FEET). (-) VALUE DENOTES SUCTION [4:12]-[12:121 77-74-77 AREA I ROOF 1 2e 2n 2r 3 3e 3r HIP .37.02 51.06 1 1 -51.06 -51.06 10 GABLE -37.00 37.00 1 -58,99 1 -58.99 1 -58.99 1 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TI1-E): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 8" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r ASTM F1667 RSRS-03 (10d) NAILS @ 4" O-C- ON EDGE AND 4" O.0 IN FIELD T ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: �. O SHINGLE:11132" EXP.1 ('20) ILL 132" EXP. 1('20) NOTE,.1R CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 36" X 0.1131 NAILS 00 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 113y', SHEATHING SHALL BE FASTENED * WITH ASTM F1667 RSRS-0310d (2W x 0.131") NAILS OR ASTM F1667 RSRS•04 (3" x.120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER CABLE a=4k ROOF > 20 TO 4�DF RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4.12]-[12.121 @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ 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 BLOCNING AT ALL EDGES,A MINIMUM 14" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le. O NAIL AT BASE 2 ROWS ED4"'O-C.w/Sd COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS @4"O-Cw/8d COMMON NAIL. © NAIL OPENING PERIMETER W1(2) ROWS 04. O.C. WI SO COMMON NAI L. O NAIL INTERIOR AT B"O.C. w/Bd COMMON MAIL O STAGGER ALL VERTICAL JOINTS A NAIL C 4- O.C. wY Ed COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER Wild COMMON NAILS @ 4. O.C. (2) ROWS CD TOP 8 BOTT.. © (2)Ed NAILS 07 O.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF GABLE END. 15132" OSB _ EXPOSURE, SHEATHING PROVIDE BLOCKING II II AS REQUIRED PERSECTION X,X IF NOTFULL 411,= HEIGHT SHEET ©/ FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131' X 2 VY. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 34" (2)-2x TOP PLATE BEYOND 15/37' OSB EXPOSURE 1 SHEATHING T R T- T II u II 11 Ii II 11 1 n n u u II 11 II II-SOIJD BLOCKING F '1Il11I it II III 111 III 1 1I IIII II I II II III II II II I 111 II II I I Ill N D II III QALLSHEATHING EDGES 0� 0(SENW 7O1A ? C III III .OPENING II II 11 I III. III C III ILL-- J X II II II II w�� Ii _ II-- xII __- It 111 ul II IIII If II I I I I 2x STICS BEYOND. ,III ,III IIIi III 111 ill II II I II II 1111 11 II I I I II � II II I I I II ,III III II 11 II - II II If I ❑I ll II II I Ii I II II I J III 11 II 1 1 11 II II 1 SEEPLAN N� OF '/+ . �� 11/1 III1 W II N I I I If 1111 ILL JY 1 III N II II I 1 11 11 1 LL � ALLSHEATHING I I A 2x RIBBON BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM or,kF Ep$� B y 0 L `2x4 P.T. BARE PLATE BEYOND SEE PLAN LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7118" FLITCH PLATE TO W/ (2)12d 318" "S=NAIL TOENAILS EA. END. NAIL FLITCH SPACING PLATE TO VERTICAL W) (4) 8d NAILS 3/4" 1/2" S vz^ s (2) 8d NAILS ® 3" D.C. STAGGERED $ 72" VERTICAI. BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB1.3 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. CIA CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV D` -. TRUSS ID BEARING TRUSS ACFUAL ` CONNECTOR ID CONNECTOR UPLIFT 'FASTENERS NOTES POINT UPLIFT DESIGN RATING C1V-. CSV, El, E7V, HI, H7V L/R -292#or less HUA16/: PER TRUSS MFG 1810# (9)10dx 1-1/2". `A01-AO6,AO9,Al0, DOI, D03 L/R -797#or less HETA16/HETA16 1810#/1810# (9) 10d. 1-1/2." (9) 10d x 1-1/2" (9)10dx11/2 All, A24 L/M/R -905 #or less HETA36JHSOA/HETA16. 1810#/1040#/ (18) 30d x11/2'. 1810# .(9) 10d x 1 1/2 B01B L/R 8344forless H10A/HETA16 1040#/1810# (18)10dx 1-1/2 (9) 10d x 1-1/2" : 1040#/1810#/ LB) 10dx 1-1/2" B01, BOLA, 811 L/M/R -639 #or less H10A/HETAlb/HETA36. (9)lOdx 1-1/2" 1810# 19) 10d. L-1/2". .., (9) 10d x 1-1/2" A07 L/M/M/R -7159or less HETA16/(2)MTS12/(2)MTS12/ 1810#/1980#/ (28)10dx 1-1/2". H ETA 16 1980#/ 1810# (28) 10d x 1-1/2" ' (9) 10d x 1-1/2" (10) 10d x 1-1/2" ADS L/M/M/R -3859#orless (2)HETA16/(2)HTS20/(2)HTS20 1920#/2620#/. (48)I0dx 1-1/2' /(2)HETA16 2620#/1920# (48)10d x 1-1/2" (10)10d x 1-1/2" TRUSS MANUFACTURER: PROBUILD DATE OF LAYOUT' DATE OF TRUSS CUTSHEETS: 1/11121 L = LEFT, R= RIGHT &M= MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. AU. ONNECTORS ARE SIMPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 Nil H-IBRG > CN c F RAM- TO 1R FR WA > N M ME LS1*7 2 F > N71 (� 3/12 VLT 10'-0" CLG 3/1 VLT 10'-0" CLG 3/12 LT 3/12 VLT �► 10'-0" CLG ODD SPACE C G_ C a u 10'-0" CLG 3/12 VLT C c e 3/12 VLT i c 8'-0" CLG 1 -0" CLG C N M 10'-011 CLG BRG. 8'-0" AFF W/ KNEEWALL TO 10'-0" AFF C TRUSS LAYOUT TID11 SCALE: 114" =1' I)" /t-t ODD SPACE 8'-0" CLG 11 A GE21 s-4 TYP. U.N.O. SIMPSON- CONNECTOR SCHEDULE. USP- CONNECTOR SCHEDULE CONNECTORAFASTENEIRS SPF SYP MARK TYPE CONNECTORSFASTENERS SPF Ew 0 FRAME TO tETA18 W IO)fW x 1 V2' OR 111i0 FNA1MW(1iW xi1R'OR MASONRY IETMDW(9)10dx, 1/2' HtA20W001Wx11R' INS 1870 O FRAME FRAME HZEA W (10)W I ML9 535 N96 RT]AW(tOM4 NAll9 515 586 © FRAME TO H10AVDIDiWxI 1N 101N 1w RY16AwT0)1W x 1 IN' am 1020 PRAM E 10A2W1118)IDdxl V2'A72PLYTRU6BES Of i H-2W08)IOdx111TAT21PLYTRUS6% an IMO FRAMETO MTS12wA14)10dx11R'(ATEXTERIOR 860 9W MTW12W14)1Wx1 t2'(ATEXTEMOR FRAME LOCATION. INCLUDE (3) lad TO Let LOCKTtMINCU)OE(3)12d TOENAILS 100E 1196 OFRAME TO MGi W(22)10d NaI.B AND BIB'. A.TR.W/IT Saw 31 MUPT16 WT4B)iW NALSAND aNr AT.RW NW90NRY EMBEOMENTW NI.P80N TIET' EPDXY 12'ETIBEDMEM wIeIMPBON•BE,-EPDXY 1495 O FRAME TO MT620W%0411W x11R'(AT EXTER1p 112E tal0 "TYRO W124)IW x,iR'IAT EXTEROR FRAME LOCATIONNCLLOE(8)12d TOENAILS LOCATION INCWOE (2)1NTOSN.LL6 12SE IQ90 1 FRAMF TO (2) HIMM VOINIWx 1 IN' (AT E%T OR 2250 26i0 (N IRW20W(48110E x 1 IN -(AT EMERIOR FRAME LOCAT0NICLUOEBIN2d TOENAILS LOCATION INCLUDE(6)IM MENalB(6A) 25T1 S030 RRAMETO NO2 W FS)10d NMLSAND R)541' A.T.R. HUOT] W(16RW NALSANt(2) NIT A.T.R. O MASONRY W12'EMBEDMENTwRMPSON"BET- 10E90 W Ii EMOFDMENTwINMPBON"9ET- 7020 9780 EPOM(mm FORS Y) EPOM(HUGT3FOR&PLY) OFRAME TO FGTIIW (1B)1I6°xTSD9 WOOD SCRSWH 3400 4729 PFUSW(12)WS3 WOODSCrdEWSAND MASONRY AND R) IN x F THEN M AMCHOR BOLTS N)S/4'x T WEDGEBOLT 7100 FRAME TD C) LGT2 W 08)1 W MNNE RS O MASoMw a M IN' x 2-0PPTITEN 2 1750 WE NOTE 00 BELOW) XWD 2 ® RIAME TO ABg4 M RY/ (2) LG172 WIN) lad MNC:RS d(141 IN'x2IN"TI SSODM TENRPLYTRU88�)e� 4 OpKB M LUGT2 W(IN 1W BIKERS a 110) iM"xTVREOGE430LTR RYTINBB) 310DM 310BM FRAME OR (2811W gNKERB FOR FAMIE,"Y 8240E 8T1NF OR(32)1W 91NKRL4 FOR PHAME(EA) BBOOF 4620.F Q FRAMETO MASONRY/ (2)LGT3 W R41114-x3-SDS SCREWS A73IM &(8)M"x T MEN (2 PLY Mim 070, (])LUGMW(24I1AT%2IWW826 5111040 70604A O(i Dow MN,SCREWS,&(4) Wr x 9' W812 KY PASS) 8480i FRAME (62)iW SINIOER9 FOR FRAMEffN OR (NN)iW 9NK6L9 FOR FRMIE(FA) 7TID.F K EEAMTO HWIDOFTNuC410WH8)1BAFoI,W W H0410 OPT HD1gFW N1N9 O1 IW GN80 BEAM NAILS N W1950 ©BEAMTO XW10OPi HUGiO W(1N TTEN (5-4ica O#450p H04100PT ID410F1gFW(2%iM"xS 033H MASONRY iN"X28N-fl (I0)1W NML9 UM1�0 WEDC£90LT& 10 1W NAILS LORD, ©BFAMTO MASONRY, HU480PT HUC46 W (e)1 W NABS a ww (12)11C.2 S4"TITEN MAS) Gp:iOpp HD48OPT HUM W (B)1W NCL9 & WIRY ON2016 FRAME 90 U11180 OR(12)IN&(0) 1 W(FOR FRAME) SYP.F U0135 SYP4r1 (12) IN x 2314'TAPCONS DO MAS.) OAO2)1W8(6)1W(FORFRAMEI WIND SYP-P WHEN, SYP-M MOFRAMETO t2)HETAIBOPT(2)HETAI0 1.RYW(10)I W x I1 OR 1920 1820 (2)XTA1&OPT(2)HrA20 1070 MASONRY 3R.YWI2)1w MS 2385 "LY w/(10) l wx l 112' OR 2fLv wl lta t6d 24M HTSMIO W (B)10d NAILS AND (4)19431i4' ON 1110 HTWM16 W (e)l W MALS AND (4)114"x1 M' IM 122E TO TAPCONS WEWE.BOLT OFRAME N MASONRY OR WSM29 W(1011W NAIMAND OR N)IMW 1W 9M TXPWNS 1110 TWMm,,` D0)1WNAASM)D (4)1/4'.12/4- WEMRC.SCLT t14p 122E © FRAME TO H10SWIS) BEET IN M SID MASONRY TITAN HDS�O)eM'W FRARIE TO DTT12 W(a) lie x11R' WE WOOD DTEI W(a) IN, x1IN, WS15 WOOD 0 60REWS AND(1) 17 S AT.R EPDXIED W 1835 2115 SCREWS AND (1) 1W B A.T.R. EPDXIED IN 1510 ISM 9WPSON "SET'SEENOTEMI SIMPSON-SEI'MS NOTEW NTT6 W(26) lad%1 IN NAILS AND (1) BIB- O M7,46 WVA) IN Y21/T NAILS AND (1) ®FRkWFTO ,w ATR.EF(XIEDVONIMPSON'SEP 4375 S090 518'EAT:REPOME)WISIMPEONTET 5pp5 ISEE NOTEN BELOW) Ism NO)E fd BElO TO XiT4W(18)1W#t/I'NaL9 AN011)wTB KTT45WD8)1Wx21/TNALSANDT) ©FRAME MA90NR,' AT.R.EPDXIEDW/SIMPSM%ffl" 3640 423S SIT9AT.RGFOAEDW/81&FSON'SET 4160 1SEE NOTE BELOW) (SEE NOTE W BELOYO O FRAME FRAMsE Wx1 NML9 H10Sw1(24) 1Llz 786 BID LUWIW 123)Wxt vz Nals DB 10,10 OFRPMEM U MMKTW(4)iMWlfC$CSVAOD 76J RTIGAw N)IWx I WHALE& MASONW 6CREWS&(EI9N 21/4'TAPCCN6 700 (4) IM'xi 3M'TAPCONS 130 tam TO VGTV08)IMPx SD6WWDSCREWSa OFRAM6 V. MASONRY (1) WTBAT.R. EPCYIEDW SIMPSON"SET" 868E 4580 W 1Y MIN EMBEDMENT (2)VGT W(32) 1NXJ' EDSY/000 SCREWS OMWEM MASONRY &(2)6S O EEO. 6170 710 Wit. EMBEOMEI'IPSON FRAME TO WT'(15) 114'xT BDSWOODSCREWS& HOU4-SD82.5 WOO) lft GIOSDSWOOD 325E 454 MUGTts W(22,IW (221 tad NNLBa HR45 WOel FRAME SCREWS&II)RTRAT.R. 1W1)a1TBA.T.R. 41M y FRAME TO Tn HiTBW(82)18d5G1?Nat9d 197r SWO R)MTT48WIf2116d)¢il2'NaLB FRAME IU 518'BA.T.R (SEE NOTEMI &(IIST6A.TRRE.ENOTE84) I - SW5 GKNewAI enw=92 NMI, 1. CONFECTalFLOORTPUSSE6 M INTERIOR SEARING WOOD WALLS/BEAMS w/R)12d TOENAILS. 2. M.LTRUSSTOTNU MNMCTMNSAREMMIMSYTR SMMUFACIURER, U.N,0ONPUN. 3. QC. MAY USE EITHER SIMPSON OR USPOMNECTIONS. SEE FRAMING RAN TOROONIECTOR CALL OUT. A. FOR SING.F PLYTRUSBES, SCAR ON FULL HFIGHTEYPM 21- TOTRUSS VFRDCAL WFIl ROWSOF 10d NAILS 70.C. STAGGERED 5. 12"MIN.AT.REN"EOY, N @CMUBONPBEAMU.N.O. S. SCAB MJSS CHORDW4'-02x SYPA2(MATOH CHORD LUMBER SOE)wI(2) ROWS IW 04' FROM ENDS 4.OL. STAGGERED: CENTER AT CONNECTOR LOCATION AS MACH AS POSSIBLE, 0 MIMMALCONNECTORUNDONFIt"INGRAN 1. COIWC71MFOR ALL ROOFIFLOORTRUSSESTO MASONRYWALLS/LINTEL& OF WAILS UNO ON RAN 2. CONWCTIMAT24-ORBYO.GPMUNGVER7OALSMRMLFLOORTRUSBFSPAR FLTOMASONRY WALLS SEE DETAIL 1W12M&1 FOR NONE INFORMATION. S CONNECTION FOR N.I. HIP JACK (CORNER JACK) TO MASONRYWALUMCF WALLSUNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT B2. O.0 MAK. W 12) ATEA,R CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT JI (IF APPLICABLE) LAYOUT 5 CONFECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOW WAUJBFAMS*1(2)U2 TONAILS O MINMM CONNECiON UXOON FRAMING RAN 1. CONN:CTON FOIi JPL7(TH1199 TO WOOD WALL OR BEAM © MINMALOONFECTMUNOONFRAMINGPfAB i. CONNECTION FOR ALL TRl199E8TO1M@iIOWEMEMOR BEMING WOOD WMLBAFDOR SEMIS 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 ROOK 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 7/16M 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 IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905,1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID-S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT, OTH 14G6S A GENERIC LAYOUT HAS BEEN DETERMINED, BUT"PRIOR TO CONSTRUCTION OR TR( FABENGRNEERON, FINAL TRUSS OF RECORD (E.O.R.)Y�OR REVIEW AND APUT AND pRO VAl,jgl'IITTO RESERVES THE RIGHT TO REVISE THE PLAN AS RM'01 ED T - F THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE' . 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 FILE UUV Y � METAL DRIP EDGE C.M.U. OR ICE WALL o SEE TYP. WALL 2 x SUB•FASCIA SECTION ALUM FASCIA 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS O SECURE J-CHANNEL 012" O.C. CONTINUOUS VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY Tt RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING V#IND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-01, ' I , i g§§g fl 0 C �� WWWW 8 $ E 5 to 00 In CD r -it * ik 03 ti ii cd B FLip p in'L�gi g o a D. ffiW P.p� ar E� Ztr`-bi 0 -0C 163 1 N 4 _ O '�SEYi N10v ; It 0 J -0 lk F LL z I L$ rJ -e Q. 8 DQJ,In 8 W YW/W.RDSENG.CDM ❑ ❑ ❑ Z m - O Z N Z r < J O) D. ti _ n ZIN vl ID M w crc's o Y I D F- � U -cmNE w = 4- _ Ism - U 14 l'fAM1R Li111{BQ�. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: LL tIW/ 4) d LUii In c d 0 a) G1 C4 LO 3 m p • • En N ti a p _I LLI :3 M o 0L2 J m 0 (n VI Model Name / Number: 1820 ♦ I Plan Issue bate: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0159 Sheet: 6 Of: ROOF PLAN D LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 14 5 BAR & 30DO PSI GROUT, MIN. 25' LAP (ACI 530) CONIC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH ENO WITHOUT AN OPENING BETWEEN. -FILLED CELL: FILL BILK CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25•(ACI530) TOP OF SLAB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 45 REBAR CONT. SIMPSON SP4 WAS) -1 Bid X 11/2 //"-SP6 OR SP8 FOR 2x6 AND 2x8 WALLS _ ,= m.1ac -DOUBLE 2x TOP PLATE t NDARD HOOKS SEE 05 FOR MORE INFO . FILLED CELL W/3000 .I. CONIC.1 #5 REBAR VERT. BEARING WALL SHEARWALLR FRAME WALLC,M,U, 42 SYP/SPP P.T. W/ 1/2" X 8" "J" BOLTS OR 1/2' X 6" EXPANSION HORS OR (6) 3" X 1/4"CONS OR2 71W HILTI TIkDNI LS 2x BASE PLATE SEE PLAN FOR MORE INFO I- t�ry / rJ,.../ .., ,..r., .7 . N.T.S. MS As4nnelnv nnel nl�nrinnr nrrnu #5 REINF. 20" MIN. LAP BAR N 43 OR#4 REINFORCING 7) BAR 25" MIN .'A•.-.e #5 STD. 90° HOOK #G BAR #5 1 AP SPI ICE SCALE:1"-1'-0" 36 #6 REINFORCING BAR * GRADE 40 U.N,0. #6 LAP SPUCE I MSO5I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2sA" 12, O.C. 1 2x6 1/4"X2W 12"O.C. 2 2 x S 1/4" X 2s4- 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, PR ECAS� dINTEl (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN �-FASTEN PT 2 NAILER TO MASONRY I 1 IF DOUBLE 2X NAILER 15 USED. USE 114-X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2x BUCK DETAIL I N.T.S. I LINTEL SCHEDULE LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD (PLF1 APPLIED GRAVITY LAD(PLF) SAFE UPLIFT LAD APPLIED UPLIFT LOAD(PLF) COMPOSITE BEAM Q 17'-4" 950 PLF 198 PLF 404 PLF 104 PLF 8F16 -1B/1T 16" MINIMUM 7'-6" 2661 PLF 131 PLF 1634 PLF 80 PLF 81`16 -1B/1T 4'-611 6113 PLF 131 PLF 2724 PLF 80 PLF 81`16 -1B/1T ® 14'-0" 1002 PLF 167 PLF 559 PLF 152 PLF 81`16 -1B/1T 2'-10" 6113 PLF 769 PLF 4460 PLF 398 PLF 8F16 -08/1T © 7'-611 2661 PLF 769 PLF 1634 PLF 398 PLF 81716 -1B/1T Q 4'-6" 6113 PLF 769 PLF 2724 PLF 398 PLF 81`16 -1B/1T O NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) O ® O O ALL ELEVATIONS N O 4T CL64R GML. �yE! ORar Q m Reese Ar eatro- 0 a-WF_^rvm 9p-fOM RRMGRGM1W `B1f`PG'JAL YRWIJ®IN 11Nl^1 (YGRap) e" Nq'tl\pL VrJiX TYPE D�iSICoNATION r.rLA onx agar, u.,erlu.Xn r GYAN'nY CF 5 pE°M 6' eprrdl G JX'( GpNiT SrIF161r-IB/IT NO INAL MlM NeJ J No"' 4Hi Rae l Pi rot MATERIALS 1, f'c precast lintels = 3600 psi, 2. Tc prestressed lintels=6000 psi, 3. f'c grant = 3000 psi W/ maximum 3/8" aggregate, 4. Cabarets masonry units(CMU) per ASTM C90 w/ mminmdr net area campresove strength - 1900 psi. 5. Reber provided In precast lintel per A$TM A615 1160. 6. Field rater per ASTM M15 GR40 M GReo. Pamir ..ing stmntl per ASTM A416 grade 270 ow relexetlon. 7. 7/37 oao par ASTM ASi0. 8, Matter Par AS'IM C270 type M or S. GENERAL NOTES 1, Provide full mortar head and bed iulnl.. 2. Shore tilled lintels es required. S. Installatlon of llmel must Comply WM tie amNtemural and/. structural drawing.. 4. Lintm are msnufedured Mth 51/2" long notches at the ends to weammotlate vertical cell reinforcing and groubrg. 5. All flmsls meet or exceed L/360 vertical deflection, except lintels 1T 4" and larger with a nominal height of 8' meet or exceed L/1SO. 6. Bottom field addod mbar to W 1000ted at the bottom of the lintel WNty. 7. 7/32" dhameter wire BtIRIPs are welded to the bonbon sieei for mochaniCol anchorage. 8. Castro -place carensto may W --Mded In composite lintel In lieu of concrete masonry unas, 9. Say, load ratings based on ratlonOl design analysis mr ACI 318 and Act 530 101intel min. depths are ailed out on lintel plan. If contractor installs a deeper lintel than indicated an the Plan, doing thle Increases the strength of the lintel antl Is approved without engineering latter. If a smeller lintel Is Installed cormad FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4' hearing. EXceptum: Safe loads for unfilled ontels must bat reduced W 20% If bearing length Is less than 61/2'. Safe loads fur on recessed lintels bnsed an 8" nominal bearing. 2. N.R. - Nut Rated 3. Safe bads are total superimposed allowable load on the semen speaYled. 4. Safe foods based on grade 40 or glace 60 fieM rebar, 5. Additional lateral load capacity can be oblatiad by :he designer by providing addlonal relnfoNetl masonry above the precast lintel. 6. One #T later may be substlmted for Bob #5 rebus in 8" lintels only. 7. The, designer may eveluato conasrdraNd load. from the safe load tables by usbuleling the maximum resisting moment and shear at d-u,v, roan the face of support 8, For caYpo611e lintel heights not Bhowo use safe bad from nett IgvM hBIgM, 9. All safe loads In snits of pounds per linear toot. REVIEWED FOR CODE COMPLIANCE ST. L.UCIECOUNTY BOCC PRECAST "U" LINTEL W/ 3000PSI CONC, AT OPENINGS SEE GENERAL CONCRETE UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n 0 ANCHORS i1 ij (TYP.I►', REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCKOUT BLOCK FOR FIRST COMPLETE CMU COURSE ' BELOW SILL & FILL SOLID W/ (1) #8 BAR FOR ALL OPENINGS 6'•6" 'HWINDOW AND LAROER­-� 'SEE FOUNDATION PLAN FILE COPY GROUT SHALL BE FLUSH WITH TOP OF WALL SO" /-STD. 90 HOOK DE ANGLE to AREE L REBA *BCFtW FOR MSO11 BLOCK WALL REINFORCEMENT N.T.S. TYP. BOND BEAM 8"x8"x16"K.O. LINTEL BLOCK RLL W/3000 P.S.I, CONC. W/1 95 DIA, REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) `��••� ;.64 •. NO S :mob•'•. gtATC OF •'< P; v �`s.��T ' •FLOP ... �a $ W 0000 1- og W (0 W W 0 76n 76 �w W NmC Q_� a a a at AOLL 13 0 ii 0. w rA 3 0 Q� ) 222P .0 ° z o �a r I8, �J ���� � LL m Q ZN d a 9 S © J q p U 7 WWW.FDSMG.COM ❑ ❑ ❑ Z t%1 0 W Z Z N d Z � Q � J U) a Z 1' N m Tow m � DO)wuuo c toIou ��t{ U mNE w LpOp0y t- � GD Ile '.. yN = Oa^N UpAp t)fN ci Q o DAMS f MQM@S FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: II�1� O a z W 00 ��� Un p N m m M m 04 L[) A CS V z � �m CL 0 .__I LL.1 Z M c J m U) U) Lr) I,_ VI Model Name/ Number: 1820 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0159 Sheet: S.w Of: LINTEL PLAN ° SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) Y2"x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK WI 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. 's -„�: •''`: (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" ° "J" BOLTS WASHERS SET IN ° n FILLED CELL W/ #5 TYP. FILLED CELL I, VERTICAL MIN. 5 PER JAMB. o Z— SECTIONAL @ OVERHEAD DOOR P.T. #2 7 WOOD SYP 2" X 6" r n TRIM o '. • � • �P. . , gLQ TRlje m�s , 2"x6" P.T. WOOD JAMB • M1 : ��:� . �r pyy g6Q DOOR AND CONNECTION PER GARAGE SLAB " GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR Fl S Pe; TRACK MOUNTING DETAIL �'� ✓'��� .2 lBII IILI1 L�yg� O NOTE: DETAIL CD22 / 3•2 MAY BE SUBSITIRED FOR THIS ' :@ DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.Ts. CD21 ENTRY CMU COLUMN/BEAM N.T.S. Uo PS! gg�? m m a R •i tk 3k ii "G1 LL LL LL fOV �a 0 -- w gr�aZ W o. 10 $ a BLOWN -IN R-30 INSULATION PER FBC g m w N m W 13 9 � � o_ w AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES O ¢ �o BLOWN-IN-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED AT EAVES FOR VENTED ATTICS 12 ( ) FIBERGLASHINGLES OR g, 18 W 0 m � o 0 C a LLws-O tll ,•W,�?" m m (P 0k ' 12 WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF R ELEVATION) OVER APPROVED UNDERLAYMENT g O J o SEE PLAN 89 z ., ": ^ • �'. W J V) (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD s 2 i —FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. ROOF SHEATHING -SEE SCHEDULE- ,- WWW.f9SEM16.CIXN ❑ ❑ ❑ TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT y [RSH] - ON FRAMING SHT. FOR SHT'G 8L FASTENERS, ' PER FBCR 905.1.1 OVER APA '' 11 ' , t TRUSS ANCHOR (SEE PLAN) Z N ROOF SHEATHING - SEE SCHEDULE- PREWOOD [RSH] - ON FRAMING SHT. FOR TRUSSESSSES @ 24" O.C. ' SEE PLAN FOR — - — - z a ///'''��� " (i7�j I��a•IJi SHT'G &FASTENERS. ' '. • ERG. HT. � S ¢ rn • 1/2" DRYWALL a TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FELT PAPER OR ' ° ETAL DRIP EDGE TRUSS PLATE (�) IIr�I'J FACE 3/4" P.T. NAILER :'R SOFFI es�EE ARCH. (TYP.) FRAME FOR CORNERS min 3) 2x4 OR BUILT-UP i/z" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA (g o � • � tMETAL DRIP EDGE DRYWALL ' CURTAIN NAILER /� 8 x 8 x 16 K.O. 1 x 4 P.T. @WINDOWS �' LINTEL BLOCK END OF SUPPORTING BEAM. 2 X 4 P.T. PLATED KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" Q W f CONNECT ALL 2x STUD ZX SUBFASCIA 1 x 8 P.T @ S.G.D. n O H R S AND LATH WITH FINISH O.C. V) ` ,V) TO TOP PLATE WITH (4) i6d TOENAILS SOFFIT. SEE ARCH. PLANS w SEE ELEV. 30D01PSI CONCRETE PRECAST "U" LINTEL (TYP.) ALL SIDES / / _ /OO Q� (TYP.) o // �' O FOR NON LOAD REVIEWU Yf6 m W t o c I 1/2" DRYWALL SEE SCHEDULE N n �a a°v BEARING SIDES NAILED s"�p�11 Cit+,�` PL.IAC ' '- y (ama °° SEE PLAN FOR HEADER SIZE u u / /o, v o. ° 0 < w/ 16d NAILS @ 8" O.C. Ci®®E '® _ U � o v ° v� ST. LUCIE ®��T 2 c �a� �o i O// �\ ! O O Q//''''��//�+/1 B�.di.. C. Q N O /qq d� OPTION' 15/32" OSB EXPOSURE 1 ON J/ C X 8" J-BOLTS / MAXIMUM OF (3) - 2X PLATES MAYBE EXT, WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. � / (TYP-)4 COURSE HIGH A.F.F. (1) DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T813 FOR NAIL ATTACHMENT. /, SIDE w/2" WASHERS � / CMU BASE FILLED w/ CONE PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" r O W/ (4) VERTICAL RENF W/ NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON „ FILL CELL {i) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO- CRCIS30146 ALL BEDROOM WINDOWS. CONE. ALL LOCATIONS PLAN AI -Al OF COLUMN 3000 GULFBREEZE PARKWAY N SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN &FLOOR PLANS (G.C. TO VERIFY W/ FLOOR PLAN w u DIVISION LOCATION: LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO " SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCIE OPENINGS ARE INDICATED, FULL r w/11-10d TO BEAM FOR BEAM SPEC, ♦ Job Information: STUDS ARE REQUIRED). j & TO FRAME BELOW NOTE; 44" MAX. SILL MGT. ON FILE COPY ALL BEDROOM WINDOWS. r VINYL FRAMED WINDOW WINDOW STOOL d W/ SCREEN A _ CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONE SILL ' FINISH 7/8" THICK PER ASTM ; - C-926-98A PAPER BACKED FOIL R-4.1 u O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL u PER FBC AND ENERGY FORM i a MORE INFORMATION). SEE T813 Y /2" DRYWALL ON SHEET 6 a EXTERIOR FINISH - SUBMITTED WITH PERMIT (SEE ELEVATIONS) , 7 O FOR NAILING INFORMATION FOR APPLICATION - L O a LO r= LO R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x Z P.T FURRING FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" 1 x 4 P.T. EXTEND 530) ABOVE O 4) 0)) c 7 m M AND ENERGY FORM SUBMITTED—w/ 1/2 x 8 A.B. OR " " 71TEN ( 1/2x 8 (AC[ BASE NAILER SLAB. ALL LOCATIONS SHOWN , SI MPSON HETA20 > k0-, O c al WITH PERMIT APPLICATION Ho) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN w 10-10d TO COLUMN Al ; , Al BUILT-UP CORNER MIN (3) 2x4 / 04 n i WOOD BASE MIN 6" FROM END -SEE WS07 OR 4x4 POST w/ 2x4 UNDER POST ' ' EACH END OF BEAM Z m N w FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR SLAB INFORMATION ' O J W M FOR SLAB INFORMATION TOP of SLAB TOP OF SLAB �{ — - — - — {,rY}- NOTE: 2 X 4 P.T. PLATE ' ' � O m � � BOTTOM STRAPS MUST BE '� i -J ,�r���',ll � "`� INSTALLED ON INSIDE OF ♦ Model Name / Number: GRADE ;L'Cii GRADE COLUMN. DO NOT BEND ,=VrL o STRAPS UNDER PLATE. 1820 ,••' ' N PLACE STRAPS IN FILL CLEAN r •., • , ° • 3 COMPACTED _ N o •". :SEE PLAN FOR Iry , RE -BAR QUANTITIES CELLS w/#5 REBAR :; (TYP.)4 COURSE HIGH CMU BASE - ♦ Plan Issue Date: ,� FILL ,'T .: O „ FILLED w/ CONC - SEE PLAN FOR , .: ;�; (.,; •�•••, ". SIZE. TOP OF COLUMN BASE - Friday, January15, 2021 SEE PLAN 2 -0 AFF ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE FOUNDATION 21-0159 16" FOR FTG REQUIREMENTS PLAN WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" NOTE. DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL •UNLESS NOTED OTHERWISE Sheet: Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS m m m u u u (2) 2 x 4 LAMf4ATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2x6 LAMINATIONS W/ (2) ROW OF STAGGERED LOP ROWS OF STAGGERED LED ROWS OF STAGGERED15d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIUE FACE) (ONE INTO EACH OUTSIDE FACE) (D=0.162", L=31/5")OR EQUAL (D=0.162".L=3-1/2")OR EQUAL NOTES, 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SI DES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. 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 (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU— -7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2-8d EA. END EDGE VIEW S(3) 16d P4 AT COMMON 24" O.C. NAILS(TYP)—IA SEE PLAN FOR WLL HGT. IIII HEADER . . B L B 110. / © r 'FR • NAILS . O.C.• � •' III ATTACHED • . •EACH END TYP. 2x4 SPF CONTINUOUS LOCKING C. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ROUND/ SQUARE• BOX HEADER -j EACH END B LI! �_._.....__. WINDOW OR DOOR OPN'G WF39 I TRANSOM DETAIL AT ENTRY CMU 1/2" = 1'-0" 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) 48M1M�1! 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS 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 (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PLATE 8d 2 1/2" x 0.131 NAILS * MTOP NOT RE-QW WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-c * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) 1 (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16, 3 4 3 q 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ — 8" C/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - O Izk6, * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.OJ FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN 2111111119k"i to WF09 I WALL HEADER DETAIL N.T.S. ' STRUCTURAL SHEATHING CLIP EACH TRUSS ' (SEE ROOF PLAN FOR TYPE) FRAME OUT TO I / BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. STUD TO BOT PLATE: SIMPSON SP4 LINTEL .- .1 ANCHOR BOLT NOTE: NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK @ 32' O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 3/4" = 1'-( WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" D.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL, ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. CODE COMPLIANCE ST. LUCIE COUNTY BOCC A vaaaa`auT a ��/�s � E 64 .,. N0 m � � r•C) '(.. fit,. •. '�9 A o� Off; • C �-"Qru F�TgLCiI103 W H ��00 e ' tllm'c�"o$ 1J4 a "m - '2 a w LLacoW Rg, g��'�LL 2 P In °S. W vp s WWWW.FDSEN000Id ❑ ❑ ❑ W - z I:1 —0 z N Q � J N ri t�i Z N -�L - � Y v �_ U W well. 0c !Ui'7} � Div �rp o M U cv E v r OD^N U p�p vY q FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: No 0 a ZN � W Q i Lo LO / m ai z N Lo Cm o N 0JLLI: m o J M U) U) Model Name / Number_ 1820 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0159 Sheet: S 3 0' TYPICAL WALL DETAILS TO BE LESS THAN OR EQUAL TO 45* I I MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) (3) 12d PER JOINT BOTTOM CHORD BRACING 2"x4" MIN. T11301 I TYPICAL CROSS BRACING DETAIL N. -PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD �Iual TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D JACK TO PREVENT SHEATHING SPAN FROM EXCEEDING TRUSSE MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2) 12D NAILS SHEATHING AT 12" O.C. MAX SEE PLAN F 2X4 BLOCKING BETWEEN TRUSSES SECT, A -A G.T B03 I HIP / RIDGE BLOCKING DETAIL ALTERNATE TO BLOCKING TRUCTURAL SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. HIP TRUSS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING i I� I � CONTINUOUS LATERAL. BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING E102 I TYPICAL CROSS BRACING DETAIL PRE-ENGINEERED ,9-M AP TRUSS BRACING WOOD TRUSSES � AT LEAST ONE TRUSS MINIMUM (3) 12d PER JOINT MINIMUM 2"X4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB B04 I TRUSS BRACING OVERLAP DETAIL (TYP) N.T-1 TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1.2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIM RED 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 EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20`0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 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. SEE TYP. TRUSS BLOCKING DETAILS VERTICAL SCAB 2X6 #: W/ (4) 12d TOP & BOT OR HCLR/LL IN PLACE REQUIRED @ RAFTERS B 2X4 BLOCKING BETWEEN TRUSSES W/ (2) 12d NAILS 1! 0 EACH END. CONT. EACH AlB P1 4' 4 STRUCTURAL SHEATHING SEE PLAN FOR CONNECTION p a 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS @ EACH END WALL BELOW (SEE PLANS FOR TYPE) — — TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL 3 TO 4 TRUSS 2x4 AS SHOWN _-�F I ALTERNATE SEE TRUSS (2}IJ J NAILS SECyION TO EA TRUSS BB SEE PLAN OUBLE TOP DOUBLE PLATE SECTION B-B TOP PLATE 2x STUD WALL SEE PLAN OONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2x6 42 (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d NEXT TO PPE-ENG. TRUSS 2x8 gLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER THAN 8' O" �f�6 COLLAR TIE EVERY 3rd " RAFTER CB m{, BEVEL CUTS (OPTIONAL) B �j TB 2X4 SPF W/ (2) #7X3-1/2" DB J WOOD SCREW EACH TRUSS ( OR H5 @ 48" O.C. PRE-ENG. TRUSS CONT. ROOF SHEATH NG AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGV WOOD 2x8 N2 SYP RIDGE SEAM AT 8'TRUSS MAX.�(.. 2x6 RAFTERS @ 2'-0"O.C. MAX. W/ (3) 120 COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN NC. MASONRY 4 Fr @ 2 ,W O.C� MAX W / (3) 10D 2XELOR WOOD COMMON TOE NAILS TOFUDGE BEAM T &RING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. 2X4 #2 SYP BLKG @ 16" O.C. W/ MAX 9" UNSUPPORTED (2) 16D NAILS EA. END. SEE [RSH] SCHEDULE FOR SHEATHING ATTACHMENTS. llr-,.LK'G F> 9" 2X4 #2 SYP (MIN. FIRST 4 BAYS) � @ 16" O.C. 8d NAILS @ 4" W> 9" CONT. 2X4 #2 SYP W/ (2) SOD X 0.131 @ 8" O.C. EA. SIDE WALL AND ROOF SHEATHING, SEE TB13 FOR SPECIFICATIONS 2x4 SYP L BRACE FOR 2x4 SYP OR SPF CROSS BRACE_J GABLES 3'-0" TO 5'41" TALL. APPROX. B" FROM RIDGE 2X6 SYP L BRACE FOR THEN 48" O.C. AFTER. NAIL w/ 3-12d @ EACH FEND & @ GABLES 6'-0" AND TALLER. CROSSING AT 45 ANGLE. ATTACH L BRACE w/ (NOT REQ4' 1" OR SHORTER) FASTEN (1) SIMPSON HGA10 12d NAILS @ 4" O.C. CONT 2x4 SYP OR SPF SPANNING (4) BRACE CONNECTOR FROM - GABLE TRUSS TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. W/ 312d TO CHORD (MIN BLO ATE K PL NAIL GABLE TRUSS 1ST 4 BAYS) TO TOP PLATE W/ 2x8 PLATE 16d NAILS @ 4" O.C. "x .T. 2x4 SYP OR SPF BLOCKING IN 4 BAYS 1/2"xS" ANCHOR BOLT BETWEEN TRUSSES @ 48" AT O.C. MIN. O.C. MAX. FASTEN TO EA. KNOCK OUT COURSE TRUSS W/ 3-12d NAILS EA. MASONRY WALL END NAIL TOP OF "T" TO GABLE40FT'" ROOF SHEATHING, SEE TRUSS w/ 2-i2d AND 1TB13 FOR ATTACHMENT SIMPSON HS W/OVER JACK TRUSSES, SEE 10-10dx11/2" NAILS PLAN' FASTEN (i) SIMPSON HGA10 @ 48' O.C. w/ 8 1/4"x11/2" SDS WOOD SCREWS GABLE N BLOCKING w/ 2-12d TOENAILS END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BELOW, SEE PLAN. 10d x 11/2" NAILS @ WOOD FRAMED WALL @ DUTCH GABLE GE03 GABLE END BRACING N.T.s- SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS- SIMPSON A34 OR (USP MP4) @ 2'-0" ON CENTER 1/2" SPACE SEE PLAN FOR MORE - INFORMATION 2x4 S.Y.P. - @ 16" O.C. -2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" C.C. MAX. 2X4 SPF BRACE / @ 48" OZ. - NAIL w/(4) / 12d AT EACH END & ALTERNATE DIRECTION TRUSSES SEE PLAN \ A / 2X4 SPF BLOCKING Y v BETWEEN TRUSSES \ / \ @ 24" O.C. MAX.w/ / lAev ,\ (3)12d EA. END (TYP 11315 1 EXTERIOR NON -BEARING WALL DETAIL N•T•` SEE STRUCTRURAL-­� NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2X4 #2 SYP BLKG @ 16" -� O.C. W/ (2) 16D NAILS EA. END.SEE[RSHISCHEDULE FOR SHEATHING ATTACHMENTS. (MIN. FIRST 4 BAYS) 2x4 SPF CROSS BRACE--< APPROX. 8" FROM RIDGE THEN 48" O.C. AFTER. NAIL w/ (3) 10d @ EACH END & @ CROSSING AT 450ANGLE. (NOT REQ'D WHEN GABLE IS 4'-1" OR SHORTER) CONT. 2X4 SPF SPANNING (4) TRUSS BAYS (8 FT) NAILED TO 2X4 BLOCKING @ 4" O.C. W/ 12d & (2) 12d TO CHORD (MIN 1ST4 BAYS) 'MAX 9" UNSUPPORTED IF> 9" 2X4 #2 SYP BLKG @ 16" O.C. ■6 IF > 9" CONT. 2X4 #2 SYP W/ (2) 10D X 0.131 @ 8" O.C. EA. SIDE � STRUCTURAL SH(S'15/32" OR 7/16" MIN. w/ 8d NAILS @ 3" O.C. EDGE & 6" O.C. FIELD -2x4 L BRACE FOR GABLES 3'-W TO 5'-11' TALL. 2x6 L BRACE FOR GABLES 6'-0" AND TALLER. ATTACH L BRACE W/ lOd NAILS AT 4" O.C. GABLE TRUSS 2x4 SPF BLOCKING BETWEEN—' NAIL TOP OF "T" TO I )-2x4 BLOCKING W/ TRUSSES @ 48" O.C. MAX GABLE TRUSS W/ 2 12d TOENAILS (2}12d &(1) SIMPSON ( ) H8 W/ (10) 10d X 1 1/2" MASONRY WALL/ LINTEL NAILS OR WOOD BEAM/WALL SEE PLAN FOR MORE INFO (MASONRY SHOWN) GE21 SECTION @ DUTCH GABLE 1/2" =1'-0" JACK TRUSS SEE PLAN FOR CONNECTION 1000 '�$F I ® F a 8„ w sE u x EUQQ�j �m a�q ,ni G' LL LL -$41 C13 W wNN q��-� a it O 2 M O ¢ a d N k o Bp w N WWW.FDSENG.COM ❑ ❑ ❑ z ) Z n� — O 8 V/ Zo aN U) LO Z N CO t!'! N� �v N w I�. U — �L 0 w Vu�Ml LJ (�._ IOI _ N V) 'qm; allowo DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. ORC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE information: `Job ry/M O a z ° W ° a l0 c v � 41 M c � O N Ln 3 m 2 z 1- `U m�� � a QJLLIZ) M o J m (1) (1) LD U_ Model Name / Number: 1820 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0159 Sheet: S.4 Of. ROOF FRAMING AND BRACING DETAILS 6" 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. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. r� SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE All 6„ 3" n..3„ 3" 3- 3n 3"( I TT 1 1 1 j 3" 3n 3„ 3n 6 6' 6„ DOUBLE DOOR W/ SIDELITES )A /E w I" E iPACE WENLY iw SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O TOP OF SLAB I — — — — — — — OP Z 1 -II III °1 1",I14,11° 1 f - Ir - Ir v ° it a 16" MIN. DIAMETER C z I , , dT� g ! CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. SPACE EVENLY x Metlmum Fastener Spadng (lambs, Head and Slid) W. SEA ANT NAIL SHINGLES W/ IL OR 12 GAUGE ROOFING • NAILS. S/B" MIN HEADS. 6 PER SHINGLE. wit Os-M • i� Po°t Da`k' Wall Framing; #2Spruoe/Pine/Fir Or Bptle SOlmne a 10 x l-1/2" Svew Minimum Penetration Giaang Bead -J- Cross Section View E derior Sheathing 4� O c�� ot� a `i,� npE°aA poUssa tie Go"'oe � FX'n ` �a�y0 eo` aa1 '3sd ndGo"me s NOW; We slowag. remmmeidthe use offignotyq eM/wyashing bpesendslhpensuatetedMAS7MF1 .aNwNn. 1. mn9a snd hu W]. ea<. e k A#M Ms lMuw M A -Ma Mw nm,w hiow/bM xg` 7" s to use SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY I TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND LOCATIONS) MINIMUM OFNG ABOVE 6" X 6" H GALV. _ VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER S70 ROOF SHINGLES 4EALANT 6" X 6" H GALV. T rLASHI NG CONT-� I FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FLASHRNG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WOW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW 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 sex WOOD FRAME —^ BY OTHERS SHEATi$NG BY OTHERS CAULK BETWEEN - -. FIN &SHEATHING EXTRIOR — FINISH BY OTHERS PERIMETER -- +CAVLK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 11/2m MIN. EMBEDMENT --- 08 WOOD SCREW II fills' ''7 TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S e.erne aP.' sr1wn1^ +`r'+V', �rm more r srnnrry you, wrwrv, me amine wrap may of peee0 Dacx rm' mspaamr, our preatie oe sncx wv m protect the blocks hm, snatches and other damage untli caisvumn is wmplete. Ship] Measureto be suetedopening is 31e"to 112"largerthan the wlNdawem both verlicalty and hodmntaM. • You may wish to predrill the installagNi lions in the fin a this time. ftexd ere ionelaynow hales in 69 Awki"My ftas alCre nor fie#Sm Star 2 Apply a generous bead of dif nei to the ba usade of the mounting An, Use enough sNimne to vokilmiy AN all was twomeen the fin and the wet dianstiang. Soap Irssidnewndowkilotheoperugfromtheoutside. The window b labeled "Irene"aM"putlde", but goose able hive been removed, the ggLaoing basil should always be to The inside of the building, Shp 4 install shins under the Will, adjusting On until the unit is plumb in the opening. Shims should be handled under the sit away 2 fen. The wimaw should be basically censored in the opening with no more than 1/4• gap between the window and wall framing. Step S Inetalla#10x 1"i Psmew 4"from the inner of the fin at each aid 0fthe head sill and" iambs. Wp6. Install the remaining fastens In 8" incriamaus from the caner screws to the owder M each Bare member. use am not to over. tighten the screws and put them through the fin. Also, make sure the scars go In Might anddo not roux the frame to bow. Wall harming a" be a minimum of #2 SpnlceJPlhafinh Fasteners should be *10 screws of sufBdeot lerailinttaddeve 1-3/8" penetration into the wall and no less Thin i1 "from Most of framing, Fastehei ouadgea needed In each sae of frame to achieve 8" saxina Selig If desired, a moon Insulation can be applied to the interior gap between the window and wall framing. If applied, Mismust tie Me NON LAPAN0106 YYYE PUB,N. Sep 9 Snce these windows are typically used In rooms with high mdstue, be; bathrooms, 8 is mommended that the interior gap between the widow aM wall Framing also be sealed with silicone and tooled x as not to nterfere with the inialatim of wallboard, file or trim. Step 10 Once all construction B complete, remove the bubble wrap from the Inside and outside of the window. U necessary, dean der backs with a mild determent and worm water using a soft dom. 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 PMethod Pressures Roofing: DAI 1st Choice COUIE NTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: „Txyn s ettt'� • :�Fs �i ,��`�QPe��• E 8 O N * : 1 Pjs rz- 0 t". '-,elf Ott � t ON :,S` >' v rnlletety'' m v o �$ N to 0ro1- to q � � 3 t18 rn li f'i ri o��mg`s F cou v.�� w fl Q a Y B.,L. W 3 W .-2. mo 83 Y,p @a. Z min C LL K % e as ¢ N 2 as0 O Approval # ;A gW r i VANW.TDSENGROM ❑ ❑ ❑ FL7006.1 R-10 Z Florida Metal Products Inc. FLAMCO "Off -rid a vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, " FL21580.1 R•1 ROOFING UNDERLAYMENT: 1st Choice TAVIKO BUILDING 0 TAMKO No. 30 30 ASPHALT-SATURATEDR ANIC LT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL12328 R8 2nd Choice Overhead Garage Doors: 1st Choice +30.0/30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x S" "1" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY R', 7 F1-15279.36 Swing Doors: THERMA TRU-C RP GLAZED 1st Choice +67.0/-67.0 FI ERG SS 0 INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS 2nd Choice +67.0/ 67.0 THERMA TRU-CORP. OUTSWING AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20 46?19 FIBERGLASS WOR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES Siding: +0/-146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 1st Choice Shakes NAILS lih" LONG WITH 1/8" DIA, SHANKS & 3/8" DIA. HEADS N.A. N.A. AT 10" O.C. HORIZONTALLY, EMBEDMENT TO BASE MATERIAL N A. 2nd Cho SHALL BE BEYOND WALL DRESSING ' Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1?6" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS F INSTALLATION LT THROUGH DE BUCK IN. #8 W000 SO WOOD BUCK. SUFFIENT LENGTH TO ACHIEVE fah" INCH MINIMUM EMEE r�a `�`�r.. �� IN WOOD SUBSTRATE. )Later FL 17676.1 R9 +40/-5Q MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 +50.0 -50.0 / MI WINDOWS 3540 SERIES Picture wlntlOw '`vn&118644.3 R3 Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16' TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WINDOWS WITH MIN. 1i4" EMBED, TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED SOLID SOFFIT VINYL 1-1/2" NAILS 10" O.C. IN DIRECTION OF SOFFIT LENGTH Hurricane Panels: 1st Choice 46 PS EXT/ HURRICANE STORM 24 Ga. Galvanized DIRECT MOUNT. TOP sic"-20 MALE PANELMATE W/ WINGNUTS AT 121h" O.C. BO-qOM 46 PSF TNT. PANEL MFG. TNC. PANEL Steel Storm 1/4"-20 SIDEWALK parcels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure, (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 56126_ Name: TODD M. BORN Certification Number: A. # 82126, Name: Luis Pablo Torres Certification Number: A. # 87864 FL18644.3 R-3 FL16503.4 R-3 FL16293.1 zS 10 z 10 a J D_ Z 11 •1, in tl�J -1 W N ILLw c CC U _a w i Q m urn -D*kn C m �m MUmNE w I\ i/ tj GO OD Q N O DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: O FL Z ID 1H to w o N C d) s7 O m O ° c (11 N to 3 fo i rn as HYc�MFL J LLJ Z) m cn cn F Model Name / Number: 1820 Fl Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0159 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS _ /� FOLD UP WEATHER WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH �, / RESISTIVE BARRIER& GENERAL FLASHING AND WATERPROOFING METHODS - SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wag envelope. The exterior wall Include flashing described In Section R703.4. s envelope shall es /- WEATHER WINDOW UNIT ETHER R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the BARRIER TAPE s EXTERIOR SHEATHING wood FRAME CONSTR. SELF -ADHERED FLASHING 3l4°-1 ° BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SLOPE 0.3 in: 12.0 In SELF ADHERED FLASHING accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Seaton R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. • OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6IN. UP JAMB G'. USE LIQUID NAIL BRAND (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS 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 OR EQUAL WEATHER PROOF CAULKING \WEATHER 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 he Installed In accordance with theo- SELF-ADHERED FLASHING EXTERIOR barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved watereaistive U CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive RESISITIVE f 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 BARRIER SEAL TOPS OF JOISTS mama to meet the requirements of the exterior wall envelope as described In Section R703.L UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required In Section R703.2 and, where SELF -ADHERED FLASHING appllatl over woo See saeathirlg, Shall inClude s waterXesiSttvO vapor-pemtes a harder wlih a performance at l"at WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed Independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather RIM JOIST Refer to the number marked as in each detail that corresponds to the to the watemesistive barrier Is directed between the layers, resistive barrier above header to allcwf0r flashing installation BUILDING numbered Items In the list Of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 t 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 -absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 O 2. Install flashing and weather resistive barrier to farm water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, herea membranes and mechanically attached flexshape vinyl flashing, self -with Raskin Flashing. Approved metal flashishlon paper embedded in the adhesive layer) - for ease of installation and to minimize or t Met flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluldapplled membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING W P 02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 scoring Cuts Instructions. All flashing shall be applied In a manner to prevent the entry of water Into the well cavity or penetration of the building framing components. Self membranes flashing FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and water to structural -adhered used as 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 0920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid•applied membranes used as flashing in EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as Shown b arrows y exterior walls shag comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: t u r tor' ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE FLASHING 7. Angle Of Comer may Vary, adjust folding of the flashing accordingly to fit `ttpN ��O T 9 �,� THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED `��� QP.°''•N 'R(cs��a, REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGEDWINDOW OR EOVAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight to corner 8. Mechanically fasten as necessary I -Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the ��� Oj �G F LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically Jam: g64 '• `^ COMPATIBILITY RELEASE PAPER attached flexible (lashings shall comply with AAMA 712. Flashing at exterior window and door openings Shall be installed _ ti No ; p . , ` in accordance with one or more of the following: SELF -ADHERED SE LF•ADHERED FLASHING, EXTEND �r (BEFORE FOLDING,$CORE RELEASE PAPERNEAR ro EXPOSE AOHE$IVEA33HGW16 1.1 The fenestration manufacturer's Installation and flashin Instructions, or for applications not addressed In the g �(; *� - 1 F ; O FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing , BOTTOM OF THRESHOLD instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. �i O,p \ s MECHANICALLY FASTEN AS Q 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 the water resistive barrier for subsequent drainage. Openings using pan flashing shall Incorporate flashing or protection i L O R • `, �iZ F�+ \-,a� -, NECESSARY IN CORNERS THROUGH the head 10 ZZq (O � P SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING at and sides. 1.2 In accordance with the flashing design or method of a registered design professional. J t 0% {I1fl1U SELF -ADHERED 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ ti FLASHING O WDMA 300 or FMA/AAMA/WDMA 400. VVV 2 SELF -ADHERED FLASHING 5 2. At the Intersection Of chimneys or other masonry construction with frame or stucco walls, with projecting lips on bath sides under stucco copings. NAILING FLANGE 7 4 2 © SEAL TOPS OF JOISTS t $2 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all protecting wood trim. ' '� p v o DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING WP07) 7 m' t O � m 0 FLANGE (SEE DETAIL S. Where exterior porches, decks or stairs attach to a wall or floor assembly of woodJrame construction. E' w` to go S. At intersections- n� SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING DECK V1/P05 SELF -ADHERED FLASHING INSIDE CORNER WPO�+ V wall and roof 7. At bultt In gutters. g s" Or Ed a' Cd Es�� m s m. i HALF ROUND WINDOW EXTERIOR DOOR WITH o a lip QwY W vi r Ir 30 0 SELF FLASHING rum 3 o x DECKPROTECTOR SHEATHING 7/8'Cement Plaster € d - 7/8" Cement Pleated -2 ] in accordance with in In accordance with � ° a s L4 o m a Z --_ _ _- --- � ASTMC926 ASTMC926 b SELF -ADHERED � NAWI.FDSENG.COM El ❑ _ FLASHING PATCH Felt backed metal Felt backed metal lathe In accordance lathe In accordance G SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 - z " o g \ DECK PROTECTOR ",: r. -. Building Paper Building Paper Z 7/16" O.S.B. 7/16" O.S.B. a :. sheathing sheathing _Ln Z DOUBLE SINGLE JOIST ' . Keep edge Metal cN to m JOIST SELF -ADHERED FLASHING 1 - - _ �� Flashing '_ - : of wee Screed - P 2" below to of } SELF -ADHERED FLASHING 3 1 /2„ black U _ 2 3" MIN 4 Unperforated VUICUm Flange7/8" 0 w g Weep Screed cauk bottom \ �tn n 9 m 2 O 5 joint only �1Lcti L) 10 E Maintain Metal Flashing Bottom of W m o r! SELF -ADHERED FLASHING W P07 SELF -ADHERED FLASHING x/•� W P 0 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD JAMB SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 3-1/2" Unperforated Weep Screed Flange 7/8" Weep Screed 1 1/2" t0 2' '� x 'o 00 v Y ® \HO.8362x;DECK JOIST OUTSIDE CORNER V Lo INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1 /2" Cementkious a Sheathing Decorative Finish ��' DAM$ HOMES -- -- - -- --- ,o'• ••o, All Inside and outside corner will FLORIDA CONTRACTORS UCENSE NO. CRC1330146 EXTERIOR WINDOW UNIT need toca miter EREEZE RKWAY CEMT. FIN. Cement Plaster cut and caulked all butt joints need to GULFBREEF r FLORIDA 3 563 BUILDING PAPER SLOPE SLOPE in accordance ° 4 ' becaulked using with ASTMc926 Vulcum caulk for all DIVISION LOCATION: SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) _ 0.3 in :12.0 in (0.6 cm : 30.5 cm) over wood 2nd ". floor PORT ST. LUC I E Job Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~--- EXTERIOR CEMT. FIN. - BUILDING PAPER O WIRE LATH -1/2" Cement a SELF -ADHERED FLASHING Plaster Finish ". Z Block W LO O On (A On WIRE LATH 2 1/2" PerforatedFlange \/ m m q, l/2" Weep N BUILDING PAPER BUILDING PAPER ` •o, Screed Cement ' G m m Plaster over block 0 J Gi Z) m o Istfloor J m U) 0 n EXTERIOR Model Name / Number: WINDOW UNIT CEMT. FIN. Slab Install bottom edge of weep screed 1" below 1820 finish floor Plan Issue Date: Friday, January 15, 2021 OPTIONAL DETAIL KA PROJECT NUMBER: 2 Note: 21-0159 S O The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL Sheet: W P of: SELF -ADHERED FLASHING [Y-VP 10 SELF -ADHERED FLASHING FWP1 WINDOW SILL p 1 /� CEMT- FINISH PARAPET WALL 1� L SELF -ADHERED FLASHING [ILV SCALE: NOT TO SCALE the weep screed. WATER PROOF CEMT- FINISH WINDOW HEAD CEMT. FINISH DETAILS ,. PRECAS-B6T.TOM @ 6'-8" \ BEDROOM #2 LANAI OWNER'S BEDR M '... V LILTED CEILING. -.VAULT CEILING VAULTED CEILING m 13\ 5" bath duct, 14x8 d 2x12 r o to roof cap 7' 2� 8» H2 DBL 25 SH -G. w/ standard 70 fl 266$ Q66 14x8 lwcd cfm bath for CLG N �. „_ � X 200 45 .Iff 16x16 rag. '% 1x16 rag BATH 1 N 8,x 1 w 1 54 DETAIL 14 rag 8» » 5 bath duct r 8 " O FAMILY ROOM \ M.G. 16' CEILING 4. 7'-0 to roof cap 14'x8,,3 d ' , w.l.c w/ standard 70 150 5'4 ilwedk, cfm bath fan 10x rag ED.00M 81 f N 10x6 VAULTED.. lwcd \. 0 10x6 1w © 6n " 14 8 55 " 3 8' N OWNER BATH _ _ 5o6g .. VAU TE-0 CLG. ,.8' CLG A/ .: .. 1R/1 SH �... - Q �. ;. D/w RANGE \ BL HOOD / 2418 fb g INK 81, z , INING ROOM KITCHEN 148 1wed VAU TED CEILING; LT CLG 185 _ N 42X42 A/C SLAB N. 0 12xs°1 d 4' z BY BLDR MIN J REFRIG. VERIFY 2' FROM WALL . LOCATION BUILDERS 9» A' N L=LJ 12x12 rag ' y» 8x 1 40 Do 12x 2 ra ;. FOYER zssa 4" dryer duct " srER N 10', CEILING w H to roof cap �. W w/dryer vent box BEDR M 4 N M mI. 12x6 lwcd 120 U. 2 CAR MRAGE &/t Avis..PER cw °�,: ;- ELEVATION 8' CEILING.: EGRESS : EN TR Y. --NIO' CEILING .. `I LINE, Or, GARAGE. DOOR ELEV, a CD04 S_ GT H ARM CAMU A c "- 16 x 7 OVERHEAD DOOR \ -_ \ L I I U V J 1st FLOOR 1820 S.F. - NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED TOTAL LIVING (AC) 1INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS zo S.F. Transfer ducts/grills sized In complianceGARAGE 396 S.F.COVERED with ENTRY (BASE) Florida Residential Building Code—M1602.4 CI n PLAN COVERED PATIO/LANAI FLOOR R 56 S.F. 137 S.F. ;bala ed. return Aif, L. :. EXCEPTIONS 1-3 SCALE. 1/4"-1'_0'. TOTAL AREA. UNDER ROOF 409 S:F: ALL ELEVATIONS Must have a minimum clearance of 4 in I he's _around the air handler per the State Energy code. All duct has an r=6 insulation value. Z m 0 0 mo�w// LL LU 1— a REVIEWED FOP CODE C®MPLIARI LJJ ST. U t Z W O OLO W (�L ® FILE CO 0 o m N Q o z 0 `� — N I — m W — Z Z 6 Lu J < m I--- a J O D Q a1 mm__jcn®® Rating 0