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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL AP LIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPUED TO WOOD, OR OTHER APPROVED METHODS OF TE 3WTE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE $ECTION 202 REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECT +VETREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDAN E WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER.SE CES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR- PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR. PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C 063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE OR 1-1 2" LONG 1 GAGE I HAVING A 7 1 "HEAD 6 1-1 2" LONG 11 GAGE NAILS 6 / , LATH SHALL BE ATTACHED WITH / LA / S OTHERWISE.APPROVED. H ASTM C1063 OR C1787 OR A SPACED N ACCORDANCE WITH STAPLES, P D I R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANYTYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD•BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARR IER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. TH E INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. 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 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 LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENEjRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL 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. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS.. MASTER REVISIONS DATE DESCRIPTION CAST IN PLACE CONCRETE CODE CRITERIA 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 7TH EDITION ITION (2020) FLORIDA FIRE PREVENTION CODE ODE 7 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL FLORIDA BUILDING CODE AC 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M.WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70( BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) 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 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E3D16 LINTEL PLAN PAGE. i AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -MF20 EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 1, CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM ClWITH A MINIMUM NET COMPRESSIVE (8) LOCAL STATE AND FEDERAL BODIES STRENGTH OF 2000 PSI if m = 2000 PSI)2. MORTSHALL BE TYPE "S", CONFORMING TO ASTM C2704A. A DEFLECTION CRITERIA 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH MAXIMUM AGGREGATE SIZE OF 3/8".AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO it". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/12O CENTER OF THE MASONRY CELL WITH IN 1 2" CLEARANCE TO INSIDE FACE. WHICH EVER IS LESS, REINFORCING SHALL BE PLACED IN THE N TH M E ROOF RAFTERS 0 CLG LL 360 TL 240 5. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR ]-JOIST*** LL/480 TL/240 *TL MAX 2' UP TO 40FT SPAN GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. it. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE METAL TILE ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL 20 20 20 STRUCTURALFRAMING EMBERS SHALL BE S.P.F. #2. SHALL BE USED. AT A MINIMUM, ALL WOOD M TOP CHORD DL 7 7 15 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO ill DIA-SHALL HAVE STUD PROTECTION BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 O 10 0 10 TOTAL (PSF) 37 37 45 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 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQC, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 80T70M CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH AR IH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. ATTICS W/ HAW STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600PSI GLULAM BEAMS: SP/SP24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN. NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE - APPROVAL FROM FOR OR INDICATED ON PLAN ROOF LOORSHEATHING: T&G A-C GROUP EI PA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, GENERAL. FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL 1 OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF) COMMMENTS: EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT E NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10,(PSF) PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) ROOF (PS 20 25 0 10 55 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED UC C GAME ROOM 60 (PSF) COMMMENTS: 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/DECKS 40 (PSF) 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING. PLANS AND DETAILS SHOWING MEMBER SIZES,. BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, GUARD RAIL @ HAND RAILS d () 200 PS ( F) AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 9 (PSF) S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF). STAIRS.. 40 (PSF) _ UPLIFT CONNECTORS FOOT NOTES IN CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT. ANYPOINT ALONG d. A SINGLE 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR . HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREAEQUAL TO 1 SQ. FT. MORE INFO, WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.1$ NOTE: MAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT_. 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA A O 4 5 O (+) 27.6 (+) 27.6 10 N 29.9 (-) 37.0 - (+) 26.5 (+) 26.5 20. (-) 28.8 0 34.4 0 © ' 50 (+) 24.8 (+) 24.8 (-) 27.1 (-) 31.1 0 0 (+) 23.4 (+) 23.4 100 ' (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x T-O" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO E INTH 6 E WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO. AS REQUIRED FOR PERMITTING, SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO_ I TP LE. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED"J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the intent of Deslgner/Engineer listed In the tltleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. H V V 3: CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE O Professiona I b clear information. Eve em has r att a been made to Every pt 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error, The Builder and all Subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 0 TFLORIDABUILDING CODE 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF HE FL review all h a the contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. thecommencement of any work. The Deslgner/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: DURING BOND BEAM POUR. l undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 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 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY ESUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) aA"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. No backchargeswill be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAMiO W/ (4) 1/4" x 1112" SIDS SCREWS AND (5)114' x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. 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 for reimbursementby the Designer/Englneer without advanced NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY 70 TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TTMEFOR ANY REASON. notification and approval by the Designer/Engineer. Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. Drthwest FloridaIIIIIIIII 3000GULFBREEZE PARKWAY U F:R ESE. FLORIaA 32563 tru et to t e tie1�;1�p TOfi ° rrrr Op c i- ® '7 L erJtsataae' 'm 2 S 2 iC103 �t �eNA 09 r g s S.e CD r ar * xa `PYv s 0 N 2 W pr 9�$w 4` LL�Z=gym o o U eQz F.M8��,�m �ILE . m< °°. a Lq dV 0 °z � a � g a www.eoseN'G.c0N ❑ 11 ©0 CD 1 F z M o bn Z ry p J4 Z N M U Nu w j) 1 '0 w Iy s U =C4 U-NE I w sp$ h x C 0�0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE O �40 - a 513LO I - LO s'imE'w'ED FOR ° M IdEVIEWED FOR NICE � r7 - r�.OD COMPLIANCE ; , � �+ � > ST. L"OCIE COUNTY o_IWZD m o B®CC _ f/y/F J m U) U) 'C " /Y',�," /^ i� ' Model Name /Number: t___Vq v 6 U 1780 V1 Plan Issue Date: Wednesday, July 21, 2021 FILE E COPY ® KA PROJECT NUMBER: MODEL 1.780� Vi' 21-83�43 Sheet: 1 Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP,(Flfl BW1 16" (2) led TOENAILS (2)16d TOENAILS SPF NO UPLIFT BW2 SP2 W/ (6)-10d SP3 W/ (%10d 402 18" STUD, (6) Lod PLATE` STUD, (4)1.0 PLATE SPf BW3 Is. W SP2 W/ (6)10d 12) SP1 W/ (6) 10d SPF 803 STUD. 6 16d PLATE STUD, 4 10d PLATE IiHl 16. (2)ISO TOENAILS (2)16d TOENAILS SYP NO UPUFT BW5 SP2 W/ (6F1Od SP1 W/ (S}iOd 16" STUD, (6) 10tl PLATE STUD. 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (8)10d SP1 W/ (6)-10tl SYP $78 18" STUD 8 10d PLATE STUD 4 SOtl PATE BW7 12" 2)16d TOENAILS 2)16d TOENAILS SPF UPNOUFr] SP2 W/ (6)-10d SP1 W/ (6Fiod BW8 12" STUD, (6) 10d PLATE STUD, (4) 1Dd PLATE SPF 535 BW9 32" STUD, (6)1Od PLATE STIUD, (4)10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6),10d BW11 12- STUD, (6) iOd PLATE STUD, (4)1Od PLATE SYP 585 (2) SP; W/ (6) 10d SP1 W/ SELOd. BW -2 12" STUD, 6 10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x 70P PLATE TOP OF WALL -L SEE PLAN -SP MASONRY WALL OR IOF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/83 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH ---SEE MS03/S1 FOR NO UPUFT CONNECTORS ERG WALL TO INDICATED IN WEDS CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS 0 TOP &.BOTTOM EACH END FOR WALLS PER PLAN. / TALLER THEN W-O" SCHEDULE ABOVE F•F. SEE FOUNDATION -," .----<•i�; PLAN FOR MORE 2x P.T. W/ 1/2' A B 0 32" O C W/ 7" INFO EMBEDMENT OR 1/2" A T.R W/ SIMPSON SET W/ .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/18" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4.00 GENERAL NOTE#8 BRIG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 01 OR SEE 02 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPa AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE. SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'BW" IS INDICATED ON BECOME) FLOOR BASE CONNECTION TO IGNORED, SEE CONNECTIONS FOR 2nd FLOOR TO WTOB S3.10R INDICATED DETAIL AOOTE: IS FOR 2 STORY PROJECTS ONLY) FIRST FLOOR CONNECTIONS. (NOTE: HIS IS CONSIDERED AND REQUIRES MIN. 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A AND EDGE (1) SIDE WALL NAILS AT 4" O.C- IN RATT AND EDGE 7/16" OSB PLYWOOD FIELD NA E 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE S 1 L SEE PLAN AND WALLS SECTIONS FOR STUD AND GRADE ACT AS SHRING BW7,TUUs THE SEWALLSAREONLY 8. IFTHE W L 15 1O THESE RTING HWALLRINDICATEDWITHTHEVE UeW4 SUPPORTING THE FLOOR LOAD AND 00 NOT HAVE , THE STALLS ARE TOE NAILED TO THE HARD PLATE AND THE 2. PLATE CAN BE ATTACHED WTIN HARD CASED NAILS (GUN NAILS) AND WILL NO7REQUIRE THE ANCHOR BOLT ATTACHMENT IN THE BEARING WALL SCHEDULE. HTHETST 9, SPS/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d- 0.148" DW. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C3 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 C2 2 4#2 SPF D172Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2" 2145 (3) x SDS SCREWS C3 (3) 2 x 4 SYP #1 ON (4) - Jed TOENAILS 0 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2` WEDGE ANCHORS & (8) 1/4- X 11,/2" 2145 SDS SCREWS CB 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR"" U = 2200 SYP POST & (1,2), Ted NAILS 6 x 6 P.T. #2 W/ 5/8" ATR** G -12000 CB SYP POST & (12) -16d NAILS & (12) U - 2300 8x 8 P.T.#2 ABUBB W/(2)-5/8"ATR'"• G=24335 C7 SYP POST & (18).16d NAILS U =2326 Q 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU55DS2.5 W/ (14) 1/4" x 21/2" SDS WS & S/W EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR-* 3-5 x 5.25 P.L.HDU58DS2.5 W/ (14)1/4" x CB 1,8E Fb=2400 PSI 21/2" SDS WS & 5/W EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR"" C10 3.5 x 7 P.L. 1.SE Fb-2400 PSI HOU&SDS2,5 W/ (20) 1/4" x 2 1/2" SOS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*"' C11 5.25 x 5.25 P.L. 1.8E Fkm2400 PSI HDU8 SDS2.5 W/ (20) 1/4- x 21/2" SDS WS & 7/8" EPDXY 7870 (WOUMANIZED IF EXT.) ANCHOR, OR ATR*- -7 x 7 P.L. HDU5-SD52s W/ (20) 1/4' x C12 1.8E Fb-2400 PSI 2 1/2" SDS WS & 7/8" EPDXV 7870 WOLMANIZED IF EXT. ANCHOR OR ATR*'" GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF97/8-3 4. MINIMUM BOLT EMBEDMENT: 5- EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/8" ATR a" EMBEDMENT FOR 7/6" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.111ET MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL CIA. /LENGTH IC GUN COMMON v8. GUN APPLICATION ENGTH NAIL SPACING 8d 0.131" X 2Ifs' 45' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148"X3' " SEE PLAN BLOCKING &TOE O 148" X 3 �" 1IDIA--LENGTH 3 34' NAILS & TOP PLATE 12d 0.148" X 3'A" 'A 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 8- O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X3%" 0,131X 3'A' (2)160(COMMON) SEE PLAN (3)16D ( GUN NAILS) I HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 6.#2 SYP ` SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2).2XB #2 SYP SEE GENERAL HEADER NOTE#6 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2)- 2XIO#2 SYP SEE GENERAL HEADER NOTE 45 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) -2XI2 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET (3)-1 /4"X 111/4 ATTACH TOGETHER W/(2)ROWS IN"X312' HS LVL 2. E Fb=2600 PSI SDS WD SCREWS 016" O.C. TYP. EACH SIDE H6 (2) - 1 /4"X91/4 ATTACH TOGETHER W/(3)ROWS 114"X312' LVL 2.6E Fb=2600 PSI SDS WD SCREWS @ 16" D.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REQ. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2x8 WALL JACKS KINGS TACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0"-9'-0" (2) (3) (2) (2) 10'-0"-16-0" (3). (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLA< CORRECT LENGTH OF HEADER REQUIRED 2, IF HEADER IS ON THE tat FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRU LIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS U 0 ON'LAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FO REQUIRED CONNECTIONS. 4. ALL HEADER JAC AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS. 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2X10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7, IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/1W CONNECTION: PROVIDE (2) OSE FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 101#2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSB FlJTC PLATE. NAIL SIMPSDN LSTA24 OR (2) BEAM TOG USING SIMPSON HTS20 TO MOD POST - ROWS OF NM AILS 122" OR (2) SIMPSON HETA16 TO CMU H SIDE O.C. TYP EACH A COL. U.N.O. ON ROOF PLAN. - 2 x 12I #2 SYP W/ 7/16" CONNECTION: PROVIDE I2) M3 OSBITCH PLATE, NAIL SIMPSON LSTA24 OR SEA ROW TOGETHER USING O SIMPSON HTS20 TO W000 POST 2- ROWS OF 12tl NAILS ®12' OR (2) SIMPSON HETA16 TO CMU SON O,C. TYP EACH SIDE COL, U.N.O. ON ROOF PLAN, (2)-13-111/4'LVL 2.OE Fb= 600 PSI NAIL BEAM CONNECTION: PROVIDE(2) SIMPSON LSTA24 OR (2) Mq TOGETH USING (2) ROWS --51MPSON HTS20 TO WOOD POST 1/4 z S i/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS 016" O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE. (2)- 1 3/4" x 117/8" LVL 2.0E P31. NAIL BEAM CONNECTION: PROWQE{2) M US TOGETHER USING (2) ROWS TOGETHER 1/4' x 3 1/2' SOS WOOD SIMPSONOR'Y2) SIMP50 20 TO WOOD PDST SCREWS a' 16, O.C. TYP. OR (2) 5 PSON HETA16 TO CMU 4 H SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON BTS20 TO WOOD POST SCREWS ®18' O.C. TIP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN: GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 41 BEARINQQ. EACH END) 2. SEE PLAN FOR iaP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTBN APPROVAL FROM THE E.O.R. YI 40'-0" 9, p„ 31,_0" -4, 7,-8" i LAN i i i $ p AI i , i i ILING i 5,-4" i i i 2868 O I I © N I 2' 4" 0 m. m O = m 25 SH 25 SH EGRESS EGRESS 5'-4" 4'-4" 17'.6" / ro 3X5 p 55H'S / F.G. `r / SHWR LINEN / OWNER S / � 2668 � BEDROOM ' OWNER'S VAULTED CEILING BATH a TO 10' FLAT / q 8'-0" CEILING m G.T. , / R/SH - 2'•8" y'-p" 14,_0" q iv 1'-0" N v N `-------R --- /SH--- 5 SWS 2668 1 ' 1 w 1 0 0 00 I VAULTED CEILING FAMILY ~n N o I TO 10' FLAT VAULTED CEILING m r I N = w q WS01 TO 10' FLAT I N 1M ti LG 1 10'-0" C m 7 266$ N I' IY °o BATH 2 I __ LLI� inn A/C N 8'-0" CEILING I 3 R SH N -- m N / o I O ZIP i0 ( U 501 �10 I m R/SH S2 -- - - q 15.$"I 2'-10„ RSA 6,3„ O I _� ON PROVIDE PLATFORM N LO I FOR AIR HANDLER - o o X8 WALL 2668 VERIFY SIZE W/ 2 2'-10" 3,-0„ 1 9,4„ 4 MANUF. I. 1 36" FLAT BAR 1 TOP ON 34'hn n vyi S 1A1 WALL w FLOOR LINE FLOOR UNE w N o ---')---------- --- HANSON BOA( ------ ----------- ------ __ m @36"AFT I W - 10'-0" BEDROOM 3 0 iv VAULTED CEILING D CEILING O a TO 10' FLAT AUNZIP O\ N CI0 KITCHEN 1.0%0" CEILING 1 O �I VAULTED CEILING W D DRYER VENT THRU VERIFY a m TO 10'FLAT ROOF MAX LGT 35'-0" 11'-10" 1 3'-8" 5'-2" ... LOCATION 2868 "` �� - "' W/ BUILDER I L2668s NOTE: BUILDER TO PROVIDE WHREQUI ED PROTECTION IF `C REQUIRED BY MUNICIPALITY. SEE ENERGY FORM68 N FOR WALL INSULATION SEE SHEET 4 FOR DETAILS - - - - -:7REFRIG. REQUIREMENTS 3'-6 - - 4--6' - 1 7'-6" 5,_2" 81-10" 12'-6" r---------- - - - - -' 15.0"' _--"$ :PULL DWN. STAIRS LOCATE IN FIELD 4 BW2 22W'X54 2 DINING N Q VAULTED CEILING GARAGE / V TO 10' FLAT � � � j2Lj[SC'i13r. 4 / a 3 IP FOYER- 8'-0" CEILING / J MS03 ON 3 , S-y N i / G.T. (B ELEV ONLY) v •---'------------------------------�------------,. - - -O.. 3068 , EGIRIESS `PS2 © ry5� a AO 35 SH •'," ENTRY ap 2%0" 2'_4'' 7'-0" 2'4" i 6'4" G.T. (B ELEV:ONLY) _ HOSE io ___.._-_ BIBS 12" SQ. COLUMN - - O MS12 S2 lots ------------- 4 16'x7' GARAGE DOOR �41 S-2 FLOOR PLAN SCALE: 1/4" =1'-0" ELEVATION '°B°' 1 .60 MPH OPENING PRESSURES ENCLOSED - IXPOSURE B +27,6 / -29.9 +27.6 / -37.0 +26.5 / -28:$ O✓ +26.5 / -34.4 +24.5'/ -27.1 F +24.8 / 31.1 O+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 III LEGEND rRAMED WALL LlEARING FRAME WAIL 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 1, R302.5.1 Door from game Into house must be a minimum 13/8" solid wood door, solid or honeycombcpre steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the extedor of the building, exhaust to attic space and soffits is not acceptable. Ventilation shalt 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 residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage aide. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4, R312.2.1 Window sIIIB In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methotlsl. 5. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 6, Calling for exterior armies and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. 7, EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding 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 UOderSide Of roof tfUS5e3 Shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7tl screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications FILE COPY AREA CALCULATIONS &St FLOOR 1780 S.F. TOTAL LIVING (AC) 1780 S.F. ®ARAGE : 391 S.F. COVERED ENTRY (BASE) 38 S.F. COVERED PATIO/'LANAI 117 S.F. TOTAL AREA UNDER ROOF 2326 S.F. 1 'j1111T4tu/a/4 • pF rs? LOB' ®® U11IIi1t11 :a U06 N V 10 ' m ((pp " OS ti -I s g W wg a a w y `gym Z � a Y 5 w O E ac F- u� o m n IB J m Q 6=aas Z� �� a a K < j g3�gs U ❑ ❑ ❑ z 8 Z $ .o Z � Q � � U7 d w � i O w � c U = N E DJ L O Qj � ti rRod Q N VO b04 ' I d ' DA S HQM i FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: .LE) L1J (a m z O-jwm � a V Model Name/Number: 1780 V Plan Issue Date: Wednesday, July 21, 2021 Y KA PROJECT NUMBER: as,-s343 Sheet: 2 Of: (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. STEM WALL OPTION IS TO BE USED. 81, REINF. OP TONAL CURB FOR F.F. VARIES GRADE SEE PLAN M STNRY 0 ELEV. 0'-0"- - •'' - - W (1)-#5BAR CONT. L , j 2 STORY:20"X 20" REINF. W/J3 -#5 CONT16" PLAN► :.." ;' (2) #5SEE (2) # 5 REBAR REBAR 116' BEARING 1 FM01 SINGLE STORY FTG 1/2"=r-o" FMI02 SECTION @ GARAGE 1/2"=1'-0- REINF. SEE PLAN F 1 #5 REBAR GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. B MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB All 6X6 10/10 W W M, OR RBERMESH /FlBERMIX ADDED TO THE CONCRETE. INACCORDANCEW/ MANUFS INSTRUCTIONS AND NER-284 FOR FlBERMESH OR NER-414 FOR FlBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 0 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30' EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN, 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION- S PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB FMO3 THICKENED EDGE 1/T=1'-0" =1'-0•• 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: (") SLOPE MAY VARY 24" MAXIMUM DEPTH. 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION IF GREATER THAN 24" CONTACT FOR OR REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR REFERENCE FMASW FOR STEM WALL OPTION 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. PROVIDE 13" WIDE FRONT WALL DRY DENSITY AS DETERMINED BY ASTM-1557 ( MODIFIED PROCTOR) RECESS AT GARAGE OF GARAGE THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DOOR. EXTEND 6" BEYOND DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PS F F.O.M. EACH END, TYP. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE N ' ' • 2 STORY: 2W X 20" 4". CONC. DRIVE W/ 1/2" EXP W/ (31- #5 CONT. JOINTS 10' O.C. TYP. 16 (2) #5 REBAR - FMO9 SECTION @ GAR. DOOR 1/2" - 1'-0 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN #5CONT. FOR MORE INFORMATION) SEE PLAN fE PLAN 8" 4" 4 16" 4" 245 REBAR FM11 STEP DOWN BRG. 1/2°=1'-0" FM12 STEP DOWN NON BRG. 1/2"=1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o N y ->:; TYR SEC. ELEV. 0'-0" WITH CURB (1) 45 BAR CONT. (G.C. VERIFY) 0i I I Z_� a REINF. io • - (SEE PLAN) a-jlc- 2 #5 CONT. INSTALL LINING ' 2 #5 BENT BARS W/ w "* MIN. 25" LAP SPLICE MATERIALS PER. i m vl FBGR P2709.2 / ,'. MUDDED FLR. 16" .E •�•e SLOPED TO DRAIN #5 CONT. MIN.. FM14 I SECTION @ RECESS SHOWER fir'=ro" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-O" ALTERNATE: REINF. THE REINF. BARS SHALL BE ,, GRADE - SEE PLAN CONTINUOUS AROUND CORNER #5 CONIT. REINF, BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" - m o c CORNER BAR ONE N E FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2)#5 REBAR A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 11/2 = v-o-j FM23 TYP. FND PENETRATION 1/20" STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.CJ HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL I 0'-0"-2'-0" 8". 10" 16" 20". W/ (2) #5 BARS <674# 81-8" >2'-O"-3'-4" 10" 10.. 20" 24" W/ (3) #5 BARS'. 674# 5'4" >3'-4" - 4'-0" 12' ul. 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 16" 48" 48^ W/ (5) #5 BARS CO1T. 1182# 2'$" & #5 @ 18" O.C. TF:SV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL + INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM d + SPACING STATED IN SCHEDULE SEE CHART ASV. -MAX. F.C. SPACING (D.C.)) 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND W.W.M. TO BE TIED TO #5 aA "' ' WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND CONT. REBAR , �ERT. F.C. ASV. FDW #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO C #5 HORIZ. CONT. TIED TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EA. VERTICAL REINF. BAR 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO EE NOTE #4 TURN 64R ®STEM #8 CONSTRUCTION FOR MORE INFORMATION WALLS GREATER THAN 4.G.C.TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0' " `` " PILLING IS TAKING PLACE (1) #5 HORIZ. CON1T. TIED TO 5. 5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" EA. VERTICAL RDNF. B x ,I *16" RN GRADE- e" MIN: f . y C 0. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" FI TOP OF n * ALL (TYPICAL ALL CORNERS) STRIP FTG. 6.1F STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS COMPACTED CLEAN FILL 7.ALL STEM WALLS GREATER THAN (4)COURSES SHALL BE FULLY. GROUTED. IN MAX 12" LIFTS . *�' 8.11 Z403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG. W/ QTY OF MIN, COVER d "SEE WTE6 HAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF. GROUND SURFACE. REINF. PER SCHEDULE B ERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) SECTIONS R403.1.4.1 THROUGH R403.1.4.2 9. TERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE NTS TO SANITARY SEWER FOOTING SCHEDULE MARL( SIZE DEPTH REINFORCING GRAVITY CAP. Ib F1.0 V-0" XCONT. 1,0. 2 #5 E.W. SOT. 2000 F2.0 TO' X 2' 0' 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'6" X 2'-6' 1'-0" 3 #5 E.W. BOT. 1LGO0 F3.0 1 4 #5 E.W. BOT. 15600 F3,y 316" X 31-6' 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0' 1'-0" 5 #5 E.W. SOT. 2gpgO F4S 4'6" X 4'6' I'll.6 #5 E.W. SOT. 34500 F5.0. 5'-0" X5'-0" 1'+l" 6 #5 E.W. BOT.. 42500 FBA 6'-0" X 6'-0" 1'4". 7 #5 E.W. BOT. g15p0 LEGEND 0 - INDICATES SINGLE -STORY FOOTING. ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 3„ PLUMBING RISER u 40'-0" F 3 Nm F2.5 3.1 os 10 7 7'-0' .. 3'-8". 2'-0" t TJ - ■ ■ ■ ■ ■ ■ ■ Y ---------- r i r�'=-----1' ro , .-. 113X5 If , „ F.G. IISHWR II ; O ' IL - - - - JI - O I r , 3.1 SLOPE 2'-3" 4'-3" 2'-0" 3'-6" m I I It .j IL �1 ° ° ° ; L 3 L 9 , m , 5'-0" 3'-B^ 4 al STEP DOWN 4" ih - N , --------------------- , ' O o 19'-10" 6'-10" 3'-2" 2'-111h' 7'-2'f1" N II HVAC I II I II LC_ J-11. - �d I TUB II I LoLAV ■ I II y m `ISgI'O-1------------------------- 2X8 WALL CHASE PROVIDE FOR HVAC UNIT ' t^ OHO fir, t^� o s'Ok 10 ; ® r _ ,''; IIWASHI) I; �ltf ; I D/W I ; L - - - L. SINK - - - - ' � _ PROVIDE ELECTRICAL - FM12 m ' & PLUMBING SERVICE & THRU SLAB 6'ISLAND A: pn .`T 1D LOCATION (REFER TO FLOOR) °' - - - - - - - - - - - - - - - - - - - - - - - - �7 ® ; Ir - - - - - - - - - - I I STEP DOWN 4" ' REFRIG.FMO 1 C9 ` i 10,_2„ I I I I 1 ■ i I 3.1 I I I C.JJ I I I ------------ . C.J.-- --- --I W aN-I I q 1 � I 1u a i+1 FMOS DOWN 4" I --- --- "--------'' [STEP 1 iN ® iv 2'-0" 4'-4-I 20'-0" ■ I I I I ■ I FM01 . ;0 2'-0" 2,-4„ 7,_0' 2,4„ 6,-41, I 3.b FM09 1 HOSE 12" SQ. tO CMU COL. W/.. ' FM03 I (2) #5 BARS I W/I;EA. F.C. 3.1 (2) #5 BARS I (2)# BIBB (2) #5 VERT. GROUTED 3.1 EA. F.C.SOLID L --- - - - - - - - - - - - - - - - - - ' ■ ■ ti 4'-8 LJ' 51-8" . 2�0-- REVIEWED FOR • C D . COMPLIANC 1 • COUNTYJCIE BOCC FOUNDATION PLAN SCALE: 1/4" =1'-0" ELEVATION "B'1 IN D 00�00 g f= 2 g W w W F o O 4m r'i lei Ci �i g8.2#s �1.2' ��' pami_E a a. s g 21{1 § 3 5 Z. LL a in 0 la 45 WWW.F03ENG.COM ❑ ❑ ❑ L9 Z M zN 8 a ei - N Z N m Ln v0� Ur6 0 � ; Ow �}•''. U - N EE 00 IBMx U) � . Uo c v ®0 yam QNoa 1 DAMS ''H MES FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® I Job Information: FILE COPY o uj T m L CIO Z vi a 3 ai smem Mom' a 0JL1JZ)rQ o JmcnU) LD L` VI Model Name / Number: 1780 VI Plan Issue Date: Wednesday, July 21, 202.1 VI KA PROJECT NUMBER: 21-8343 Sheet: A Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT: OF LIVING (THIS FORMULA ALLOWS FOR CEILI G FAN CIRCUITS) S.F. LIVID= 1780x3 = 5340 APPLIANCE RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,887 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10'000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 23,887) = 9,554 + 100%OF "B"= (20,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL 4 �� „I,U ro H 2x6 WALL (FLOOR TO CEILING) USE 2RED HEADS TO ANCHOR WALL I M24.1 ALTERNATIVE PROTECTION BARRIER NT.& COACH LIGHT - — " — - _ COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-O" ELEVATION "B" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 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 R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE.AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE. INSTALLED TO PROVIDE PROTECTION OFTHE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24", THE WIDTH OFTHE 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 FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH lU FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING TF- SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET &— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L-= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND W17H ELECTRICAL CONTRACTOR 200 AMP SERVICE 2D0 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP AIC DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY. # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS F007ING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. REVIEWED FOR CODE COMPLIANCIL ST. LUCIE COI !"" B0r"f IvE!S- 1 a a$ 10 �00n o w 0 m CO qe"p F. R 3 300g LL ti W dN -Bm qti q�Nl; W a B� 103 a 4 �. yw d W �. ==g�=€' Za�m� � o ac ffi�Prflj a pw8l.�s m OJ J C0 � 2� S!� d a k 3 01 q o V) .3 � � NhNN.R)SEN6.COM ❑ ❑ ❑ 1y 0 & Z o U Z0 Lo Z co tcj .O w c U 2 O n U ej'ov 'ol ¢'on�0 Id�m it FLORIDA CONTRACTORS LICENSE NO, CRC1S3O146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: ® ILE uuv Z N � 07 Y O% W M M CL � N s/ U a 3 > a) 0 J W Z) M o LD LL J m (n (1) Model Name / Number:. 1780 Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8343 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION i- T.O,M HD. HGT. _ 00 bo to Fl III, R.R. 25 SH — g I Ll ------- —------- 25 SH—' 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING I 25 SH -- 6 _ I LITE TEXTURED DECORATIVE CEMENTITIOUS COATING LLJ 25 SH 2868 FRENCH DR. REAR ELEVATI - - T.O,M� „B SCALE: 1/4" =1'-O" 4 bo LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH 35/2 SH if L EL IO " SCALE: 114" ,-1'-0" •onnula = ar / ow / a -awe = wx sq mcnos or venting neeaea equany Tor imaxe ana sofflcproducbplavides, ' 4.12 net sgin/sf Ridge yentprovide5 18.00 net sg in / If Off ridge yerrt prdvltles r 138.00 netsgin/sf Overhangdistends: 1.33 ft s f ofAreiltOhe vented (SF) 2386 s.f. Total fiYeeded for exhaust for upper l/3 573 net sq inches 77 Total eeeYlsdforintake (soffitarea, lower) - 573 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 104 Lineal S.F. provided by plan 200 W _FIN_FLR.Y NNECibx$CHEOUL4Po&ADAMfi HUM65 Hflp6 SEMI 'd"NtNINi; ERU9AAFf4A[ '. CONNEDTORI0. WNNIf.TQ VMJi; �` �AaQN�Y Norzs 4)PLIPr p016x 6 . ` 01 CR,IV-C15v En EnA eTf. .}d„ 'LIA 19J$# fess'� - HEfA46jPEAR.QRRMFR •may U141 (9I TRP.I-f2 NFfA16@32"aG ERSUC; EI1100�NP, Nf]V x1Y3P,H%�2YRiN i @CON. BRG. ELS HR10S U210A r l 8" •'0PHY0{1Y36 '- - N1"1 FMigVSE MFP. M, 1.1100xb1/2 ADt M4 L/A .' •A43A9PIdYa x5r 6 MEPi>iW, Ai YH1P1I)ilioc 1911oaxtER" ., g lOd"i-La .. P1lDa.1-V2" 'M5 fLY 4/M7M1 }i?E%dxllya ,HEiN6YHEiAi6J HHiN,6 ryHYW%1810 /1H1ow E)lEa 11@ OAb 4YM/A - i4ilNoflMs otitv,1a 11iY5/okrA18 2H63N/3p90N/206$p 113)16tl IMAd E 21a (1)5/8 AT ,EPMJOD. Z 16a hIMP50N IT IS (9)ITT x 11a- ' Ag9,wti•Aia L/M/R -71799.i¢s N016 AN AMETA38 1fl ON/1WUp/1.1w na)E.d E 1312' 910d 11 E' Isl lPa 11a' B01 AOE 1/M[R 3d'!RN IM:• HHMlHl,HMA$b1H10A Y810fl(YHRQyJYOWk f9pOd 11a' SAW ! GfMj0. ';e L�9yb fisl, VIFo3lRtls N j$)kE3#1E %`NLrA1X f]4j i9 - '1430k(609 PER/ A9 ISP IOd it/S' t91Ptl 1]/2' HETAIH@11 U,C. nC � S39 - 10 YOtl w3-] @CONTEPP, G1H NY[30I iA 0.56J`bflns PEP MFp TRUSS MANUFACN6ER eon ltliT ` hAjiOlW tlT �; NAR OF IAUSS CUTSHEETS J/6/21 L LFRTR RIGHT&M MIODLEREM0.NGE ." BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S REITZ nMWING$ ., ALL CONNECTORS ARE SIMPSON PRODUCTS HD. HOT. R op cP --------------------------FIN_FLR.� 25 SH RIGHT ELEVATION "B" SCALE: 1/4" =1'-0" exhaust v o dy N N ELI 0 K (� tJJJ� �i?tll 0"A faA JJ J8➢faII0 C Lo m ti lie qp; J J it t—, ra P E (' O 0"di LL LL LL N� pE Y$2.j4 Iphmgs d a 8'.s a 5--a' � p, in to cg SH R� 3 E521133 �lia 00 IL gl udi�m 00 o S� ge MZjS z U �. r A E M WWW.FDSENe,CF�M ❑ ❑ 1-1 0 Z ) Z o� - Z y dy T _J i It J N Z w � c Y 'U W w N�$m tA ro w 00$ i °�° � wo i � � -PIE y 141m ¢ CNI mo00 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY NO BOCC 0 z Iv I ONE ONE oil ONEE Eli h r0 7M l4 a A d • > 47 m _ H U M O W = noC/� Jmcocn n" p FILECO % . Model Name / Number: 1780 Plan Issue Date: Wednesday, July 21, 2021 LITE TEXTURED DECORATIVE 1�I SQ 3068 DOOR 16'x7' GARAGE DOOR S KA PROJECT NUMBER: CEMENTITIOUS COATING C®EUMN FRONT ELEVATION "B" 21-8343 SCALE: 1/4" =1'-O" Sheet: Of: ELEVATIONS - B F01 <I G. ( BL W/ F01 SH BE BL FOR WIND SPEEDS < 155/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING . 20'-0" MAX 20• SEE DET. TBO3 " MAX THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. d W Q CONTINUOUS -BRACING BOTTOM CHORD t WIND SPEEDS 2 X 4 MIN. SEE DETAIL T604- - - - 55/C MPH :. TO PROVIDE )CKING TO COMPLY APA RECOMENDATIONS t SPAN RATING OF EATHING "HIP/RIDGE _ "X" DETAIL BRACE TB01 SEE o Ion i2 R - - - )CKING" DETAIL _ _ _ _ a Z LU O- 2 - _ - - 0 � a . � Oz W o U1 J V IM CD g a 4 _ _ a ZD ei Q a BOTTOM CHOR GABLE END BRACING @-/ LOP CHORD 2X4 42 SYP 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 ... ,•,", eewnlun u&v xee Veen 1u 01 ere nc 00OMe111PNr RReCINA PRevU)ED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN F71 FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 Ze 2n 2r 3 3e. 3r I,a „ 'FBI- -10110-114 HIP -37.02 1 -61.06 1 1 -51.06 -51.06 1 10 . m GABLE -37.00 -37.00 1 -58.99 1 -58.99 1 - 8.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE). ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O,C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM Fi667 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 1232"EXP. SHINGLE: 1 (12o) TILL 113Z EXP. 1 (G'2o) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 19" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 11132", SHEATHING SHALL BE FASTENED Ue B U �•i WITH ASTM F1667 RSRS-03 10d (2Yz' x 0.131") NAILS OR ASTM F1667 RSRS-04 (2" x .12(") NAILS a=4B 3. GABLES- DROP GABLE END & (i) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 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 BLOCKING AT ALL EDGES. A MINIMUM la" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y. ® NAIL AT BASE 2 ROWS 04'O.C. W/ 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4. O.C. w/ Bd COMMON NAIL. NAIL OPENING PERIMETER w/ (2) ROWS 04. O.C. W/ W COMMON NAIL. O NAIL INTERIOR AT S' O.C. w18d COMMON NAIL O STAGGER ALL VERTICAL JOINTS&NAIL 04"O.C. - d Ild COMMON NAIL O PLYWOOD SPUCES4 HEADER - NAIL SHEATHING TO HEADER W/ Rd COMMON NAILS OLD 4" O.C. (2) ROWS @ TOP & BOTr. © (2)8d NAILS LbTO.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. NOTE: W NAILS FOR WALL SHEATHING MUST BE MIN .131' X2 10. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1.° �(2)- 2. TOP PLATE BEYOND 913TDEC EXPOSUREI I I I I I I II 11 I II 11 F I I I II 11 1 I 11 II - If SOLID 2x BLOCKING r wp I 11 III Ii I 11 II II I BALL SHEATHING _ II I I III I I 11 II '.II I EDGES W I&32'089 II II 11 11 I III III C III II III II �I II I 1 (SEE SECTION X-X) pF D EXPOSURE i II D II III III II D II I % SHEATHING I ll II 1 II I III III OPENING I I II II II I II II ===d III III III II --- III -- I I II II w 0. I I I III C I I X I a I --- rn I 11 II I I II I III III I I X II II I E II 11 II II If N TIII III I I I I I It III If II 11 I 2x STUDS BEYOND. wu41 Oj -x..r----n--, II II I PROVIDE BLOCKING 11 11 I It 1 (III II II I I I II II 11 II 1I SEPAN m0oN LL�rvn >OAS REQUIRED PER X-XIF NOT I II II 1 z - 0u FULL1Eow SHEET LL0SECTIO14II O FLOOR SYSTEM --- ALL SHEATHING. 2x4 P.T. BASE PLATE BEYOND SEE A PLAN 2. RIBBON OR BLOCKING - y BETWEEN FLOOR SYSTEM j VERTICAL HORIZONTAL AT WALL ELEVATION DIAGRAM LOCATIONS LOCATIONSMIN2 PANEL BLOCKING SPF TURNED VERTICAL W1 711V FLITCH PLATE TO W/(2)12d TOENAILS EA. END. NAIL FLLTCH L-V - NAIL PLATE TO VERTICAL W/ (4) &d SPACING 9 ( NAILS ale 12. Z" 1/2"� 3 (2)Sd MALE @3.O.C. fflSTAGGERED S VERTICAL BLOCgNG SINGLE NAIL EDGE SPACING DOUBLE. NAIL EDGE SPACING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. 0 2 S0 CUT BACK TAILS TO INSTALL STRUCTURAL BEAM FASCIA. INSTALL (2) 2x6 #2 SYP TO TRUSS W/ MIN. (4) 16d NAIL THEN INSTALL SIMPSON A35 TRUSS EJ210 & A10-A14 (TYP. BOTH SIDES) -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES. U.N.O. -SQUARE CUT FASCIA -ROOF PITCH .PER ELEVATION -SHINGLE LOADING NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP.DESIGNEDONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4 1/2" WOOD SCREWS @ 16' O.C.0 MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. SEE 12 2x6 SYP #2 @ 24" O.C, PLAN ROOF SH EATHING ATTACHED PER NAILING SCHEDULE I (5)-12dNAILS SIMPSON WA'L7• 2X6 TO 2X4 LI`Q 01 10 2x4 SYP #2 @ 24". D.C. 2X SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4 1/2 WOOD SCREWS @ J6" O.C.0 MAX. OR IF MASONRY WALL 1,16E (2)1/4' X 3 1/2" TITEN2 AT 16" 0.@, SR01 I SECTION AT SHED ROOF SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16ai TOENAILS SIMPSON - CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE TYPE CONNECTOR&FASTENERS VP SYP CONNECTOR& FASTENERS SPF SYP FRAME TO HETAI0 w/(9)10d1 x 110 OR HTA16 W(10)l Od x 1112' OR MASONRY HETA20 V(9)10d x I llr 1810 HTA20 W(10)1Dd x 110 15M 1870F PMMK ANTE To H2.SAW/(10)Sd HAILS 585 RT]AW(10)Bd NAILS 516 585FRAME TO H10Awl(18)10dxl 112' 1040 RT16Awl(t7)1Ud x 11/2' 895 1020FRAME H10A2W(18)10dz112'AT2PLVTRUSSES1000 RmB-2wA16)l0dx 1 11VAT2PLYTRUSSES 936 1060FRAMETO MT512W(14DWxll12"(AT EXTERIOR MTW12w/(14)1Wx11/T(AT EXTERK)R 10W 1195 FRAME LOCATION INCLUDE(3) 12d TOENAILS) 122&0 990 LOCATION INCLUDE(3) 12d TOENAILS) FRAMETO MGT w/(22)1 W NAILS AND 61W A.T.R. w/ 12• MUOT46 Wl(28)1 W NAILS AND &8" A.T.R. w/ 3330 4495 MASONRY EMBEDMENT W/SIMPSON "SET"EPDXV 3985 1T EMBEDMENT w/ SIMPSON'SET" EPDXY 'O FRAME TO HTS20 Wl(24)1W x 112'(AT EXTERIOR �20w/(24)10d x 1 IW(ATEXTEMOR. 1285 1530 FRAME LOCATION INCLUDE 0)12d TOENAILS 1310 LOCATION INCLUDE(3)12d TOENAILS FRAME TO (2) HTS20 wl(48)10d x 1 t2'(AT .EXTERIOR (2)FRN20w/(48)l0d x 112"OAT EXTERIOR F1 FRAME LOCATION INCLUDE(6)12d TOENAILS 2820 LOCATION INCLUDE(6)12d TOENAILS (EA), 2670 3060 HGT-2 wl h6r0d NAILS AND (2) 518"A.T.R HUGT2w/(l6)i0dNAILSAND(2)6/8" A.T.R. O FRAME TO W12- EMBEDMENT W SIMPSON'SET" 10690 w/ 12" EMBEDMENT wI SIMPSON "SET" 7020 9790 MASONRY EPDXY(HGT.3 FOR 3-PLO EPDXY(HUGT3 FOR 3-PLY) FRAMETO FGTR W(18) 1A"x Y BOB WOOD SCREWS RFUS wl (12) WES WOOD SCREWS AND 7100 0. MASONRY AND (2) 117 x T TITEN HD ANCHOR BOLTS 3400 4725 (4)We x T WEDGE-SOLT r)LGT2wl(16) 16d SINKERS J7 O FRAME TO &(7)1/4"x2-1/4'TITEN2 1750 20w MASONRY SEE NOTE#fi BELO 9 FRAMETO MASONRY/ (2) LGT2 W/ (32) l6d SINKERS & (14) 1/4'x 2114"nTEN(2 PLY TRUSS) S500 M 4060-M (2) LUOT2 w/ (32)1Old SINKERS & 110) 110 x 3' WEDGE-SOLT(2 PLY TRUSS) 3100-M 3100W 32404' 37704= 3800-F 4520.E FRAME OR (28)1 W SINKERS FOR FRAME (EA) OR (32) 18d SINKERS FOR FRAME (EA) FRAMETO (2)LOT3 w/(24)1/4"x3"SOS SOREW9 (2) LU073 wl(24) 1/4"x 2112'WS25 J3 MASONRY/ &(9111M5-TITEN (2RPRAMSS) 4010-M 6970-M SCREWS&(4)3/8'xS' WB(2PLYTRU55) 6480-M 7050.M evnue (1R /5911fW RINKFRR Fl1R FRAME/FGl 6D1D'F 696DF 11R IFfi1 iFA RINKFRC FI]R FRAME IFAI 6480'F 771GF VI BEAM I MAILS I U91895 I NAILS U#1951 TO HU410 OPT HUC410 w/(10)TITEN G#4500 HD410 OPT HD4101F w1(20) 114"x 3" G4I335, ©BEAM MASONRY 1/4" X2314•&(10) 1 W NAILS U#1800 WEDGIE43OLT 8(10) 1 Od NAILS U#850 HV46 OPT HU046 Owl (6) 10d NAILS& QTiS40 G83000 HD46 OPT HU46 w/16)1Od NAILSB G#1625 G#20/. ©SEAMTO MASONRY / (12) lie x 2 3W TITEN (TO MA&) WHO U#1135 (12)1Wx 2 WN' TAPCONS (TO MAE.) U#1030 U#850 FRAME OR 112)16d & (6)1 Od (FOR FRAME) SYP-F SYP_M OR (12)1 Od & (6)10d (FOR FRAME) SYPT SYPA (2) HETA16 OPT (2)HETA20 (2) HTA16 OPT (2) HTA20 ®FRAMETO 1-PLY wl 11d 1820 1-PLVw/(10)1W z11d MASONRY 2-FLYw/(121 t8d 2985 2W5 2365 2-PLY w/(12)1 W 2430 2430 HTSM16.1 OrlM NAILS AND(4)1/4k IM 956 1110 HTWMl6W/(811WN4dLSAND(4)1APl1 ' 1146 1226 FRAMETO TAPo NS WEDGE -BOLT O MASONRY HTSM20 w/(I 0h0d NAILS AND (4) 1AW 11C 655 1110 HTWM20w/(10)10d NAILS A14D(4)1/4•xl 3/4° TAPCONS WEDGE -BOLT 1145 1225 FRAMETO H10SW/($)Bdx11/2"NAILSANO(2)31F)W' WO MASONRY TITANHD FRAME TO DTT2Z WI(8) 1 W x142" SDS WOOD DTB-TZwI(8)1N'z11/2"WSI5WOOD O SCREWS AND (1)12'B A.T.R. EPDXIED w/ 1935 2145 SCREWS AND (1) 12'B A.T.R. EPDXIED w/ 1510 1835 MASONRY SIMPSON "SST- (SEE NOTE A) SIMPBON-SET' (SEE NOTE #4) FRAME TO HTT5 w/(26) 16d x210 NAILS AND (1)&8"9 HTT45 w1(26) 1 BOO ala'NAILS AND (1) O A.T.R. EPDXIED w/SIMPSON°SET' 4W5 w90 518•0 AT.R EPDXIED wI SIMPSON"SET" Nos MASONRY (SEE NOTE 04 BELOW) (SEE NOTE #4 BF10W) NTT4 wl(18) 1 Sd X4112"NAILS AND (1)S/8'0 HTT45 wl(19) 1 W Y212'NAILS AND (1) O. FRAME TO A.T.R. EPDXIED W SIMPSON *SET' 3040 4235 SM-11 AT.R. EPDXIED w/SIMPSON 'SET° - 4160 MASONRY (SEE NOTE 04 BELOW) (SEENOTE#45ELOW) OFRAME TO H105 w/(24)1W x112 NAILS 786 910 LUGTt w'(23) W x1 1/2" NAILS 876 1046 . FRAME HMWr w/(4)1/4xl V2'SDS WOOD RTl6Mw/(9)i0dxl 1/2•NAILS& ' OFRAMETO U MASONRY SCREWS& (5)1/4 XP 1/4 TAPCONS 760 760 (4)1N"x 18/4"TAPCONS 1385 1395 FRAMETO VOT W(16) 114-0SOB WOOD SCREWS& VO MASONRY (1)5/8'EAT.R. EPDXIED w/SIMPSON"SET' =5 4040 w112' MIN. EMBEDMENT FRAMETO (2) VGTW(32) 19'X3"809 WOODSCREWS O MASONRY &(2)&8.9 P.T.R. EPDXIED WI SIMPSON 5170 7185 'SET' w/ 12" MIN. EMBEDMENT FRAMETO VGTW/(10) 1/4•x3" BOB WOOD SCREWS& MUOTI6W/(22) iW NAILS& HT745 w/(13) O FRAME HDU4-SDS26WI(10)1/4'X210SDS WOOD 3265 4565 1M NAILS &(1)&WOO ATA 4160 SCREWS & (1) 5I8.8 A.T.R. O FRAMETO (2) HTTE w/ (52)16d-z21/2" NAIL$ & 1975 12) HTT45 w/ (52) 1 W" lM NAILS 5005 FRAME (1)&8'6 A.T.R (SEE NOTE#4) 5090 8(1)5l8.8AT.R.(SEE NOTE 94) - f.FNFRGI Cf1NNFH[fR NOTFR 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS BEAMS w/(2) 12d TOENAILS, 2 ALLTRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRU$SES,SCAS ON FULL HEIGHTSVP#1 Tx4" TO TRUSS VERTICAL WES wl (2) ROWS CIF I W NAILS 7 O.C. STAGGERED. 5. 12"MIN. A.T.R. EMBEDMENT D CMU BOND BEAM U.N.O. 6 SCAB TRUSS CHORD wl 4'-D"2x SYP #2(MATCH CHORD LUMBER SIZE) W/(2) ROWS 1 W 04' FROM END& 4" D.C. STAGGERED, CENrER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE.. A MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/FLOOR TRUSSES TO MASONRYWALL& LINTELS/ ICFWALLS UNO ON PLAN 2. CONNECTION AT 24'OR 32"O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB121S61 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALL&ICF WALLSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32'O.0 MAX w/(2)AT EACH CORNER, G.C. TO VERIFY LOCATKA DOES NOT CONFLICT wrrJ1 OF APPUCABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS W/(2)12d TONAILS D MINIMALCONNECTORUNO ON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM OMINIMAL CONNECTOR UNO ON FRAMING PLAN 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16D NAILS EA. MAX 9" UNSUPPORTED END. SEE [RSH] SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. ME IPSON H2.5A IF> 9" CONT. 2X4 #2 SYP EQUAL @ EA. W/ (2) 10D X 0.131 @ 8" TLOOKER O.C. EA. SIDE "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH WHEN GREATER THAN 3'-0" SEE. TABLE GABLETRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED (2)16d NAILS W/ 10d NAILS @ 6" O.C. S ANE D 12" 0/ FIELD rG PJACKLRUS ANS SFOR 2X4 "T". ON TOP OF PANEL J @LACKING, FASTEN WITH L 2x4 BLOCKING W/ T0dx3' @ 4" O/C (2) 12d TOENAILS CMU WALL OR BEAM BELOW TRUSSES (SEE PLAN) IiE21 S1 CTION @ DUTCH GABLE TL 3/4=r-o" 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. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) SEE [RSH] SCHEDULE THIS SHEET 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16 OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4#2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.,R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THEE.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OFTHE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 RE%JIEVVrLj I[ WOO. "ODE COMPLIANC •T. LUCryI//Ey�L��-OsUNT" Rl.#3, c. REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST C.M.U. OR ICF WALL - 0 '-METAL +L+LD (� C.M.U.SEE . ICF 2xSUBAj(k",,E CQ SECTION --ALUM FASCIA 2x2 #2 P.T. MIN. FASTENED 2X BLOCKING NAILED PER NOTE 2 BELOW:. TO TOP CHORD OF EVERY OTHER TRUSS w/ (3) - CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) - BLOCKING w/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LiSTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2X2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24" D.C. FASTEN TO CMU W/ 3/16"X3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.14@".k3q4" AT 16"0-C-) 3. (F) CHANNEL APPLICATION: 2x2 NOTREQUIRECI ISEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALTAION DETAILS (**) ALUMINUM SOFFITS> V-4" BLOCKING REQUIRED. (***) VINYL SOFFITS> 1'-0" SHALL HAVE FOR SOFFITS < 1'4" MID BLOCKING NOT RC�LIIRED MID BLOCKING PER R704.2A TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" e®lplli&P itB)1,7p� Ta�,�x, f �a"^.;� aDA • ••4K n�.'.. 1yp,. •,D ;L j fJ 0P®a 'ea °fY6➢f 91T7®q1 m N 00 0 00 n 1.0 Do 1gI E F OF ,;�ggq;,7�titi((,, ti JJ JJ g,D 45g LL LL W 3m s� �'- w? Q 9 LL ui N y gw oam{55 a 1x 0 ILEAE Z o Ln 0 62- ONg.El OW 910 w W MFDSEVG.COM ❑ ❑ ❑ z Z o Z N �aY� J 3 d ® ci - In �iISfS( (n V1 m tllnLl�l a �� I-, W D TO p I (D01.2 c 'U-ovE W L W 0 .C�jp pW.� ICI, N o m 'TI&r FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: LL O Z C x-I W 0 D rn 0) N m Y ti t 0 rq N 4) ® _j L]..I M O M U) �„/J ' ^ LO LL Model Name / Number: 1780 I• Plan Issue Date: Wednesday, July 21, 2021 FF KA PROJECT NUMBER: 21-8343 Sheet: Of: ROOF PLAN B 4 '.' • , 4: O 59, 1 6f Fi " ; • 139 SR1;=iB%1f ------------- — --- — - -- -- ------ — — — -- — — -- ------------------------a — — — — — — — ...ttpp11 - 1Rm,C tee. G=' 9 ,-U 184 , .';' 68 , ,e 1`136 ,>; .,. , ,.• .. 1051 .. t' i.., 1� , 1 .. qq 1015 9F16, " 184 `.: 1?, `�t • 95U , , 168 40 '95 1 1 1 I I , I 1 1 ---------- ---------- 1 I 1 1 I 1 E BEAM W NP. TIE /3000 P.S.I. 1 2 I1 CONC. W/145 REBAR CON` ' 1 1 $IMPSON SPA Wp8)- TOO %11/2 I ' SP5 OR SP8 FOR 2x8 AND 2X8 WALLS I I I I I DOUBLE 2x TOP PLATE LINTEL BEAM: _ 1 COURSE UNIEL BLOCK All 1 # 5 i NONSHEARWALL SEGMENT 1 I 1 • STANDARD HOOKS SEE BAR & 3000 PSI I GROUT, MIN. 25" MS05 FOR MORE INFO LAP (ACI 530) NP. FILLED CELL W/3000 TYPICAL SHEARWALL SEGMENT I I P.S.I. CONC, 1 1 " W/1 #5 REBAR VERI. ALL SHEARWALL SEGMENTS i I INTERIOR BEARING WALL CONSIST OF A FILLED INTERIOR SHFARWALL EXTERIOR FRAME WALL CELL EACH END WRHOUT I 1 1 1 AN OPENING BETWEEN. I I 1 FILLED CELL: 1 1 1 " FILL 8LK CELLB Wf1H 3000 PS.I, GROUT ONE #5 ® LOCATIONS 2"x#2 SYP/SPF P.T. W/ SHOWN ON THE FOUNDATION (3) 1/2" X S"'U- BOLTS OR CONC. SLAB SEE PLAN AND FLOOR PLAN. (3) 1/2' X 6" EXPANSION FOUNDATION PLAN MIN. LAP 25" (ACT 530) 1 1 1 1 ANCHORS OR (6) 3" X 1/4' FOR MORE INFO 7APCONS OR 1 r (8) 2 7/8" HILTI TIX-DNI I TOP -OF SLAB ' r 1 NAILS A.. GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END. 4. a LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT. ENGINEERING LETTER, IF SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. S. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F _ FILLED WITH GROUT/U-UNRLLED pEBAR AT TOP MIN. (1)REQ'D R-RECESSED 13 2" Qr80F#6 CLR OF LINTEE L CAVITY OFLINTEL u TOP KNOCK OUT LINTEL BLOCK D«R3E F1-1B/1T knn y 1 di GftOUi a OMINAL `QUANTITY OF WIDTH A5 AT C5 REBAR AT TOP BOT4 "`or UUNTELLMCAVITY NOMINAL o HEIGHT TTOM REHNFORCING 75 WACTUAL PROVIDED IN UNTEL (VARIES) TYPE DESIGNATION 8' N INALVAUIH NTFL GENERAI CONCRgip MATFRIAI S GCNFRAI INSTAI I ATION NOTES 1. Pe precast llnmisc 3E00 psi. L Prwida put mortar head end bed joints. 2 Fe prestressed Imal m 6000 psi. 2 Share alntl Annls as requm 3 utnA er ASTIR N76 P c 3000 pal w @a p g P Y 3. Inetelktlon of lllrtM mart comply w6h the eechiaeWral and/Pr TTuelural tlrawtrlgs 4 maximum 3 e regate end 8 to 11' slum . /B p 4. "real. eg L/ 6 to odek an merndertumd wIN - ] Iar notdrea et the antla xomm 5. CAnmme nm cobs CMU Per co rY ( IPe / veNcal cell Mrfomingantl grouling y c minimum no o tl L/360 wdlcel Oeaectlan except llnMs l] 4" mtl lw strength a 2000 ps1 S. All IIntaiwwil i A615 Oral 6. RebArper ASTMA615r AST 4 Ioniterwlth aedrebuTo a p"eteatorexcaetl L/180 , A nominal n Prestressing strand per ASTM MI6 grade 6 kcekd At the bottom oaths IfoaI era eahem¢e A ]. 270 row A exahon. ], Coat tl14M wires, smi s ere aidedAAbIwO tP the sme I steel Tarr of comustnican erchorage. 7/32" i oor wine ndma J/32wlre per ASTM g, Ceri.leplgp conenxe mAy ve prwketl Or vamposAe llnk.Hlku q'caxrete 0ty B. Mader per ASTM C2]O rypeM or S. mewnry 9. Sanload ratan on rational design analysis per AC1338and Aq 530 eNdApro.1 581 HanThs, A. IL 11 o .da r sum. or fi ads metta N exterior c hma ar IMela wppor s eatelletl A posting Of Abu. C D2 orothe al eifing.oT stucco epplktlin avaadence w6N AM C928 or other approwtl coMlsl 12. Mth artlillovi entlhodsnntel (lelerel; ofidil.i1i be ohd*AdI fosiy aina, acellgreNry Dada ahautl be checxetl fa combine betlingwhh tlTe lollavblg aqueBon: Applied wrUcal low Applied hadmmal bad < 1.0 Sam wri load San horimntal egad O EIRF6-08/1T 8F&OB/ST O O O O •'-` SRF14113i 8F16-iB/1T: •'0: ' ,•'O O O D 8F2G1B/1T ; 090 O 0. c ' BRP22-18/1T BF243B/1T O O TF C 8F2816/!T 000 BF3218/1T 9V V4A AIItDtif r TOR,F fo 4 N SS di 41V Y`b� N N 10 ,aNi r� gcw F V 00 00 1 Ali 0 d d N n 115n17S w a F a WGgm�'pt LLdm�W m 0 z. DO Q Sm �N ("•l IT �M a de 2 8,� Z aQ 5 D 0 ° PIS VAVW'.FDSENG.COM E 2x BASE PLATE SEE . Z 0 0 EJ (. PLAN FOR MORE INFO I a.. 1 I I Z N oa MS03 FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. MS02 TYPICAL SHEAR WALL SECTION N.T.S. •L' MASONRY CONNECTION DETAIL r _ n 1 1 N U00? Via N 20" MIN, LAP t/A C T� #5 REINF. 1 I I I � n BAR A #3 0R #4 REINFORCING BAR - -w #3 & 44 1 AP SPLICE W LC U I 1 I I F� p0p0 0 co r A #5 STD_ 90 HOOK #SIAPRPIICE ; 4 N d 0 Il M SCALi /�{��t, #6 REINFORCING BAR I ; 1 I AL DA S HOME • GRADE 40 U.N.O. #6 w sR Ic I 1 yy - REVIEWED FOR FLORIDA CCHRIMCTORS LICENSE NO. CRC1SI 11 MS05 REBAR SPLICE DETAIL GRADE 40 N.Ts. 3000 GULFBREEZE PARKWAY ��� �OMPL�ANC 1 1 T. L UCIE COUNTY GULFBREEZE, FLORIDA 32563 1 I B0BO^ ((/q'� DIVISION LOCATION: 46d PORT ST. LUCIE ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4' X 014" 12" O.C. 1 2 x 6 1/4" X 244" 12" O.C. 2 2 x 8 1/4" X 23A" 12" O.C. 2 PRECAST'U" LINTEL W/ 3001 CONC. GROUT SHALL BE FLUSH ' , t AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL ® Job Information: LINTEL SCHEDULE FOR REQUIRED 1 1 REINFORCEMENT ANCHORS RRIICASE R `1 Rif10'. SID. 90 HOOK ANCH R 1 1 ,•, ------- - - - - - - - - - - - - - \ NOTE: TAPCONS TO BE 4" FROM ENDS ' ' I 1 _ - FASTENING OF WINDOW TO BUCK RESPONSIBILITY ` 4111- li�� C�yOF WINDOW MANUFACNRER.`- .90 G E -.n____________1 I 1 STD DE REA .. REBAft ON BOTH SIDES ANGLE 3000 P S I'Ileae— OF OPENING U,N,O.. CONC. W/1 #5 DI ' TYP. BOND SEAM1 REBAR __- __ PROVIDE KNOCK-OU7 - LINTEL BLOCK '' 1 BLOCK FOR FIRST RLLW/3000P,S.1, � PRECAST (!1 (p cf 1 1 ' ' COMPLETE CMU COURSE CONC. W/1 #5 CIA. M y M W UNTEL BELOW SILL SOLID REBAR - ' ' p, a (2)2xP.T. FORM&GROUT SOLID WINDOW OPENINGS 6' 5 '--' w/(1)#sBARFORALL a i > ' BUCKS W/ i ; ANDLARGE•8" .A . INDICATES FILLED N • • a CMU U.N.O. „ IF I CELL FROM FIG. TO T'I BETWEEN • , I. .. -..BEAM WRH 1 #5 �) ___________________________________________._ ,BAR MIN. O Jm(nU) FASTEN PT MAILER To MASONRY a ` Model Name / Number: Q )v,( L 1780 AILER 15 USED, 8F12-1 B/1 USE 1/4"x a 1/2" TAPcoNs- 5 BAR CONT. TYP. DowE1 z5" � Plan Issue Date: IF DOUBLE 2X N MIN. LAP EL 530) Wednesday, July 21, 2021 SEE OTHER NOTE FOR SPACING - - - - - - - REQUIRED KA PROJECT NUMBER: LINTEL PLAN RM85 12" LINTEL DETAIL3/4-1I 21-8343 MS1.1. 2x BUCK DETAIL N.rs. = 1'-0" sEEwuIVDATION � SCALE: 1/4" = 1'-O„UNOATION PLAN ELEVATION vi PLAN FUh CATIONS Sheet: If: MS01 I BLOCK WALL REINFORCEMENT LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) "h"x5° SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER •./ '7• ;�"�t� TRACK TO JAMB. (5) 1 /2" DIA. x 8" 1 /2" X 8" A.B. W/2" o j "J" BOLTS WASHERS SET IN " TYP. FILLED CELL FILLED CELL W/ #5 MIN. 5 PER JAMB. , VERTICAL SECTIONAL @ OVERHEAD DOOR CONT. P.T. #2 a a( I�R a®, WOOD SYP 2" X 6„ c /// •. s TO s t p. TRIM Uu 71 WOOD JAMB Y "'•' N 4t d7 o m N DOOR AND CONNECTION PER @ GARAGE SLAB GARAGE DOOR MANUFACTURER " " „ ;' - 4 g F p?' 7 «° N ,_°�,* TYP. GARAGE DOOR c TRACK MOUNTING DETAIL ®N<6nl sf p e619ii o o NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS a DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.Ts: CD21 ENTRY CMU COLUMN/BEAM N.T.S. �78o g . 00 ti w m � 1- to 0 OD �E S� �E'L us EL,Q g�Eh 6 a 8g2= 4( w 4 01 �.S \= a w BLOWN -IN R-30 INSULATION PER FBC s m _ 2 3 PEE 2tcm AND ENERGY FORM SUBMITTED WITH a 8 X ail 8 G 3 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES FOR VENTED ATTICS ( ) s 0 W ", m 0 � g 8 Ly w � � m J BLOWN -IN R-30 ` 1Z OR a Z a FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES ama8` F. 6 i 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) 8 2 ¢ C U PROVIDE BAFFLES AT EAVES SEE RAN (FOR VENTED ATTICS) OVER APPROVED UNDERLAYMENT PER FBCR 905.1.1.1 OVER APA g W J g e WWW.FDSENQUtC M PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- �. Z m �. FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) ' TRUSSES ® 14" O.G. SHTG[RSHI - ON FRAMING SHT. FOR i SHTG &FASTENER$. - �' OVER APPOVED UNDERLAYMENT _ ' , OVER APAI, ROOFPER BCR SHEATHNG 1 SEE S H DULE PRE-ENG. WOOD • (SEE PLAN) ' �„ ' �� ��� , �. TRUSSANCHOR c�.s ' SEE PLAN FOR PLAN Z $ z ¢ ti r - ' ' [ 1- TRUSSES ' O.G. RSH ON FRAMING SHi. FOR — ----- BRG. HT. � m ; SHT'G &FASTENERS. sB"o R 1/2" DRYWALL .. • / n PLAN) , ' HIGH STRENGTH 0.G BOARD • • �, ETAL DRIP EDGE in TRUSS ANCHOR (SEE n Z `'� r, TO BE INSTALLED ON OUTSIDE FACE FELT PAPER OR TRUSS PLATE • 2x suBFasaA (TYP,) FRAME FOR BUILT-UP O l r CORNERS min (3) 2x4 OR 4 w-9 A- — - — — — — — 3/4" P.T. NAILER SOFFIT, SEE ARCH. PLANS 4x4 w/ 2x4 POST UNDER EA nu 5/8" OR 1/2" DRYWALL �--METAL DRIP EDGE 1/2" DRYWALL , $ 8 x 16 K 0. 2 X 4P.T PLATE END OF SUPPORTING BEAM. u O HIGH STRENGTH 0.G x CURTAIN NAILER n LINTEL BLOCK / KEEP IN 3/4" FOR SHEATHING NAILED w 8d NAILS @ 6" D.C. w un c = BOARD 2X SUBFASCfA 1 x 4 PT. @WINDOWS A O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH M CONNECT OTOP PLATE WITH 4 SOFFIT. SEE ARCH. O 1 x 8 P T. @ S.G.D. N SEE ELEV. 3000 PSI CONCRETE "U" LINTEL (TYP.) ALL SIDES / \ • \ (TYP.) FRAME . FOR COR- / 00 ;� NERS FOR NON LOAD _ LZS U n H t 16dTOENAILS PLANS - PRECAST u SEE SCHEDULE ve �QO v a v BEARING SIDES NAILED i/2" DRYWALL SEE PLAN FOR HEADER SIZE N , < V' ° W/ 16d NAILS @ 8" O.C. V 630.2 ti w P P ° ° m / '. , QAr ,!3 ',jr�QM$j$ 1513V 01 EXPOSURE 1 ON iIEIIDN' O.H. EXT. WALL W/ ALL EDGES BLOCKED. \\ f O / (1) C X B" J-BOLTS (1) CENTERED EA. / (TYP.)4 COURSE HIGH A.F.F. / MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. CMU: BASE FILLED W/ CONIC SIDE w/2" WASHERS ` / FLORIDA CONTRACTORS LICENSE N0. CRC1330146 ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF l6d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. 6 NOTE: 44" MAX. SILL HGT. ON n FILL CELL-(1) #5 DIA. 4 VERTICAL RENF w (•(YP,) W/ ( ) / HOOKS INTO FTG & AT TOP NAILS AT 8" O.C. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI PLAN Al-A-1 OF COLUMN 3000 GULFBREEZE PARKWAY CONC. ALL LOCATIONS „ SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32S63 VINYL FRAMED WINDOW W/ SCREEN & FLOOR PLANS DIVISION LOCATION: (G.G TO VERIFY W/ FLOOR PLAN aw N PORT ST. LUCIE LOCATION OF OPENINGS IN u SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO s w/11-10d TO BEAM FOR BEAM SPEC. ♦ Job Information: OPENINGS ARE INDICATED, FULL & TO FRAME BELOW STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON r ALL BEDROOM WINDOWS. ' VINYL FRAMED WINDOW A W/ SCREEN WINDOW STOOL n PER SPECS „ - CEMENTIfIOlS DECORATIVE PRECAST CONIC SILL •_ FINISH 7/8" THICK PER ASTM ;° F� a�i RE Y 1ivL/)Ai i--I10� k-1p�p�°�lp•� C-926-98A PAPER BACKED FOIL R-4.1 N INSULATION AT CMU BLOCK WALL u i• l� LIANCE J DE COMPLIANCE 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE TB13 MORE PER FBC AND ENERGY FORM EXTERIOR FINISH - SUBMITTED WITH PERMIT ® ge k p�aa pp••�� ��• 4"°"'F4°® VVUN� 1/2"DRYWALL ON T6 FOR NAILING INFORMATION FOR (SEE ELEVATIONS) APPLICATION t•� �a �'"-A -4 W 0) FTG. DOWEL #5 DIA. REBAR �^` w .2 N -4m R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC PIT, 2X #2 SYP. BASE PLATE 1 x 2 PIT FURRING - 1 x 4 P; T. 17" IN CONCRETE - 25" (ACI 530) ABOVE > >_ 2 CO yEXTEND m AND ENERGY FORM SUBMITTED w/ S/Z x 8 A.B. (OR 1/2" x 8" TITEN �'`E NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2X4 = a 3 d i WITH PERMIT APPLICATION HD w/2" WASHER AT 32" O.C. ) 6" FROM END SEE WS07 WOOD BASE ON FOUNDATION PLAN W 10-10d TO COLUMN / POST OR 4x4 POST w/ 2x4 UNDER .-I °' ��n �/� a WOOD MIN. - BASE i .EACH END OF BEAM FOR TERMITE SHIELD SEE FOUNDATION PLAN ) SEE FOUNDATION PLAN FOR e 1 O J W= m o FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP aF SLAB — - , NOTE: 2 X 4 P.T. PLATE o' ' LL m v / v BOTTOM STRAPS MUST BE s VI Model Name / Number: • m INSTALLED ON INSIDE OF m GRADE L, COLUMN. DO NOT BEND q "v`r ^}T' is " ° GRADE o ° STRAPS UNDER PLATE. ° �'- ?o1780 ( N PLACE STRAPS IN FILL . •, FILE COPY VI Plan Issue Date: CLEAN 3 w' SEE PLAN FOR N CELLS w/#5 REBAR r (IYP.)4 COURSE HIGH CMU BASE COMPACTED ' ZN 9 -,, WWI RE -BAR QUANTITIES ,. •" ,' , a ,� FILLED w/ CONIC -SEE PLAN FOR FILL • S g • ii, • ` SIZE. TOP OF COLUMN BASE - Wednesday, July 21, 2021 • SEE PLAN I - SEE FOUNDATION ,,ti. "' ' •'''• 2'-0" AFF • ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN —yl' FOR FTG REQUIREMEW5 PLAN •: 21-8343 NOTE: DETAIL CNIL / S-2 MAY BE SU13SIMED FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION 8" CMU 3/a"=1'A" DETAIL- UNIIESS NOTED OTHERWISE CD22 ENTRY CMU COLUMN BASE W FRAME ABOVE NITS. WS02 TYPICAL WALL SECTION EXTERIOR FRAME a/4"=1'-0" TYPICAL FRAMING DETAILS G ro m m ro 1" Sifr" 145 4 Q Q (2) 2 x 4 LAMINATIONS W/(i) (3) 2 x 4 LAMINATINS W/ (2) (3) 2 z 6 LAMINATIONS W/ (2) ROW OF STAGGERED 30d ROWS OF STAGGERED led ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148", L= 3" ( OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D - 0.102", l 34/211) OR EQUAL C = 0.162% L= 3-1/2") OR EQUAL 1)�ADJA'CENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE I/4'DLA. x51/2"LAG OPPOSITE SI DES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) SERIES TO NOS SECTION 0.3 FOR THE THICKNESS OFTHE UST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.rs. FOR OVERHANGS GREATER THAN FILL 1ST.A COURSES J. 1/2" 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 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) 48,M'N 2x4 STU PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: ® ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1)-SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN - TOP PLATE W Ed 21 2" x 0,131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 wJ 2 ROWS OF 12a NAILS a 3" O.C. TOP PLATE TRANSITION PIPE OR DUCT w/ UBLE 12d PENETRATION THRU TOP SPLICE. TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d - PLATE WIDTH INSTALL @ 3" D.C. SIMPSON PSPN51OZ w/ (12) 16d NAILS TYP. �•4/Zti TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON Hi CONNECTOR @ EA. STUD TO TOP PLATE W 8d 23 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0"LONG. TYPICAL NF17 I TOP PLATE SPLICE DETAIL 3/4" = 1'- * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS RE . AT OPENINGS OPENING 2 X 4 WALL 2 X 15 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 1' 3 4 3 4 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 lad NAILS @ — 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS HOT 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-ROW 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROW 12d NAILS STAGGERED @12"P/C FOR 2x10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE +;:iF71311111211 i SIMPSON H174 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 112" AT GARAGE STEP DOWN P.T. BOOT. PLATE EXT. OUT BEAM TO SUPPORT SIMPSON HUC410 TRUSSES IF SPECIFIED ON PLAN BUCKET SEE ROOF - - - - PLAN FOR MORE INFO SEE ROOF PLAN ; FOR BEAM SIZE & CONNECTION INFO I--- SEE FLOOR PLAN ' FOR COLUMN SIZE & `------ -- ---� BASE CONNECTION INFO •- ---- OPTION A OPTION B 1/2" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SCALE: 11/2" = V-0" AF--1A SEE PLAN FOR _ -- —'� -' TOP OF BEAM SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — FOUNDATION V FOR MORE INFO CD11 I COMMON BEAM ATTACHMENT I N.T.S. REVIEWED �( CODE COMPLI ST. LUCIE COI FILE COPY O fTORgFs .��� �' • � F�1 S E • `S WLU N N 1\ F11! � If 11...1�1 y T3 a R m .9 g� f m� C l,8 pmm�.n a zg 493LLj Lu c6 On0��m "rs % 0 Gil On 0 zv 2 n ". P S ,� .,�_ ■ i°-5�.�i �vV✓N FDSENG.COM ❑'.❑'❑: 0 z m O po z N .O z � Q � to a z r (D M s'w © -Jim COOUM H -9M U-NE lawIF L�U ai imigm 14 x c Nr 'c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION (LOCATION: PORT ST. LUCIE IVI Job Information: 0 f— z (DLo y Lo �' f0 0) M \W / ro r ca )u CL W V Z H��0 � a ® 0 LLI ::D co c VI Model Name / Number: 1780 Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8343 Sheet: i Of: '®® MS18 I RETROFIT WALL OVERHANG DETAIL N.T.s. WF09 WALL HEADER DETAIL N.T•S• TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - , TO BE LESS THAN OR EQUAL TO 45° _ ! MINIMUM 200" CROSS BRACING (SEE PLAN FOR LOCATION) BLOCKING .000 Y� , i PER JOINT CONTINUOUS LATERAL BRACING- , NAIL OVER X-BRACE AS SHOWN- , INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/(3)12d @ EACH TRUSS WEB T601 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. e eIf a E To' eBPaa t OVIDE 2X4 MIN. BLOCKING AT NTER LINE OF HIP/RIDGE, TYP. uA "•• ETWEEN TRUSSES W/ (2) 12D ILS EACH END TO TRUSS TOP - `eO b HORD Q'? a Mr RUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING L WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP °a . •-t �0' aJ u,C,; F ®, a°TSi119 i➢➢y9 TRUCTURALPACEG.T.- - SHEATHING ADD 2X4 ALONGSRIPPED 2X4 SYP #2 TOP CHORD WHENAIL TO TOP CHORD TO PREVENT SHE- -- OF HIPPED TRUSS W/SPAN FROM EXCEHIP 12d NAILS ® 6" O-C. MAX 24" $PAN (EG.T SIDE OR BOTH IF ROOF (2) 120 NAILS MINIMUM (3) 12d AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING * SYP TRUSS BRACING m' TC1131 a ti SEE SPACED AT 10'-0" MAX g E w ogW c� ro ro PLAN s gF §�Q A� J� � aF �2X4 BLOCKINGBETWEEN TRUSSES HIP TRUSSN.T-S. E.E..3'3TB03 HIP / RIDGE BLOCKING DETAIL N.T s- TB04 TRUSS BRACING OVERLAP DETAIL (TYP) 28LL B 6� yw B-N'E0 U J❑❑whWl.Fl]SENG.COM 011 0 Ypi Z 8 — O z N TRUSS NOTES; 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSMUTEI NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND Lo BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT _ IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED m Z 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 SPECIFI D.BY THE TRUSS MANUFACTURER ALL W LATERAL BRACING SPECIFIED BY TRUSS MANUR SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. u ❑ 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ (2) 3-12d NAILS AT CH TRUSS INTERSECTION. V 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER EQUATE STRUCTURAL CEIUNG ARE NOT O w ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. ccnn 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD EEL HEIGHT. c s SEE TYP. TRUSS BLOCKING DETAILS ._._. _ NM E SHEATHING = M . . W t o Om I fi o 3TO4TRUSS AS SHOWN _... c ar� ALTERNATE 00 — - O • �i. TRUSS SPACES r :-." Ql cv 6 m VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE W/ (4)12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4) SOD & �N REQUIRED 0 RAFTERS GREATER THAN 8'O" SEE PLAN OUBLE TOP DAM HOMKS IY NAILS TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY LE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32583 PREENG. TRUSS P�tTE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2x STUD WALL VARIES w ROOF SEE PLAN SLOPE X PORT ST. LUCIE /. CONY. FRAMED RIDGE •\. \ 2X4 SPFBLOCKING ® Job Information: / MAY BE NAILED W/ MIN. VERTICAL SCAB 2X642 \ \ (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES / NEXT TO PREfRG- TRUSS 2 ,8 BLW NG. NAILED ® EACH TOP & BOTTOM OR H5 OR \ \ CA 48" D.C. MAX. SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d e REQUIRED w/ (2) MT512'S REEQUI8ED 0 RAFTERS GREATER \ 2x4 SPF BRACE r�/ LA \ b� 48" O.C. - NAIL w/(4) / L.L. COLLAR TIE \ \ - 12d AT EACH END & EVERY 3rd \ \ ALTERNATE DIRECTION SHEATHIN RAFTER \ \ p GB BEVEL CUTS \ REVIEWED COMPL i"�N E. 2X4 BLOCKING BETWEEN TRUSSES W/ 12) 12d NAILS (DPnDNAL) i CODE TY 7 C ei ®EACH END, CONT. EACH BAY 2 /' / TRUSSES LUCIE. COU14O W Ln B TB 2X4 SPF W/ (2) d7X31/2" �T. 1 , ' ++ 0) ALTERNATING D9 OR HS 0 48" O.C. / / , ■ ■ ti (D WOOD SCREW EACH TRUSS / / SEE PLAN B®CC m t M BLOCKING PR50G. TRUSS / / > ti EL y N CONT. ROOF SHEATHING AT TRUSS TOP \ /�/� \ a 3 > v STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP \ \ / / L ✓ SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / r S U W a e (USP MP4) @ \ \ In LL Q ._I W = m o 2X4 P.L&.00KING BETWEEN DIAGONAL 2'-0" ON CENTER TRUSSES W/ (2)-12tl NAILS AT 8'U• WOOD -* 2x8 #2 SYPRIDGE BEAM / 2X4 SPF BLOCKING J EACH END MAX TRUSS � 2x6 RAFTERS ®2'A"O.C. \ Y n \/ BETWEEN TRUSSES . Model Name/ Number: MAX. W/ (3) 12d COMMON TOENAILS TO RIDGE BEAM \ / \ ( 24" O.C.3)12d EA. END (TYP.) (TYP.) (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN / , • ,\ ( WALL BELOW 1780 CONC. MASONRY 4 FT W 2'-0" O.C. MAX W / (3)10D SEE PLAN C STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 1 I LE CO P Plan Issue Date: 2X4 CONT. AT ORD GEARING SUPPORT 1/2" SPACE Wednesday, July 21, 2021 TYP. WOOD TRUSS BLOCKING T&BGHGEARINGA:AALTERNATE BLOCKING VI @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE KAPROJECTNUMBER: INFORMATION or SHEATHING 21-8343 2x4 S.Y.P. Sheet: Of. 16" O.C. A EXTE T806 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB1a RIOR NON -BEARING WALL DETAIL N.T.S. ] ROOF FRAMING -- AND BRACING DETAILS --- ------ ------ - --- ----- --- Now l THERMA-TRU INSTALLATION KEY DIFFERENC S CHECKLIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8 drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. )A /E 0 Y DOUBLE DOOR W/ SIDELITES a ' , . c • r s I G SINGLE DOOR W/ SIDELITES DOUBLE DOOR )ACE IENLY Bon, 7" a to use SHINGLE INSTALLATION GUIDE 8' B". l SEA NAIL SHINGLES W/ 110fl 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS 6 PER SHINGLE. soot", coo Sad. Ooocaa q"d 1y�6aJ erg• ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PANTED BEHIND FLASHING EfrER, WALL FINISH AND EXTENDING A LOCATIONS) MINIMUM OF B"ABOVE 6° X6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONL. AT KNOMALL T ENTRY PLASTERS SEALANT _ ROOF 6" X 6" H GAY. FLASHING CONTIL..- , w / FLASHING DETAILS \� 6" FORM NOTE: THIS DETAIL IS REQUIRED Im 19N 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 ATTAC H M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN,) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S IN FRONT OF MECH. OR APP. WHEN REQUIRED WOOD FRAME 11/2' MIN. EMBEDMENT BY t7T'HDtS 4" DIA. CONCRETE sHEA"S FILLED PVC. PIPE. svCTHERs CAULK SETW11EEN FIN A**ATH1W 3/4" MTX EDGE TOP OF SLAB ExFiNtsH DISTANCE m 6Y OTHERS 1 PERIMETERCAULK .4B Nir1»'�. a w SNT141 API Z I 'll rll-°I Dip v v e, v 1 16" MIN. DIAMETER O Al CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. O.A. WINbow HEIGHT INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S MaYmwn Fastener 5patlnp (UMIA4 Head and SI WWI Framing: 4,25pruoalnxfrir or @eter Sllimne 2" — -..-Thaw Screw Sagas Mimum Pantaloon Ve" Giong.bead -- - - -_- - - A Fin- Flr,� -r Cass Section View Belson View of Fined Window _..�a tiz ` Sltimne Stieaming r9aerloi Note:.We strmnglyrecommend the use olt/ashmg and/or/IashPo9 tapes ands➢lpans assbted InA57M F2111-01. However, doe to variation In codes and buNIng types, It Is leRu➢to the end user to determine the properiesta/kUon olMess items. LiJWETNE BUBBLE WMP Or1i BWbre instaNlrg your window, the bubble wrap maybe peeled back for inspection, but please re -stick the wrap to Probes the Nocosfrom $0210 s and odor damageuntN wmbuclbn lstomCdele. Steel Measure to besure the opening is 31Vto1/3"mlger Man the window sloe both vatlraly and horkddaty. • You may wish to pre -dog the installation tales in the fin at this time. the noixfhaw m me mounffing, tm as Ifle, are not RT 2 Apply a generous bead W sliconeto the baAsitle of the mounting fin. Use enough sNkone In suficiewdy fill all Voids between the fin and the wall sheath . Rep 3 Insert the window ado the opening from the outside, The window is labeled "aide" and"outside", but II U,ese lairds have been nsna ed, the glazing bead should always be to IN inside of the building. Step 4 Install shims under the sill, adlusdrg them until the udt 6 plumb In the opening. Sims should be noialled under the sill every 2 W. The window should be basically Centered in the opening with In more than 1/4" ap between the window and wall framing. SStep 5 Install a#10 x Wirsaew 4' from the Comer of tix fin at each end of the head, sell and boa jambs. Step 6 Irian the remaining fastens in 6" inon menis; from the Comer strews to the Gaiter of each Tame member. Use care not to ow ar- tgtfm d,e Rrs%S and Pull dery through the fm. Also, make sure the screws go in straight and do mt muse the frame to bow. Wall framing dwWd be minimum of #2 SprlxelPilwJFr. Fasteners should be#ID screws ofsufficient length to achlewe 1-3I8" Penetration into me wan and In less then%/2" horn of ham Fasmler andtias needed Ineadl tide of fialrne m achfewe Le MF2ma Member 16" 1B' 25" 34' 4Y Sell,5B" b8" 74" 82" 90" 9B" Numberdfastaners1 1 1 3 1 4 1 5 1 B 1 78 1 5 1 10 1 11 1 12 1 13 947 Remove esmss sionse ueemeur from around the fin and! Impact for holes or WWI. Use siome to Ill any voids. Step.8 If desired, a foam Insulation can be applied bo the interior gap between the window, and wall Taming. V applied, IMsmuldbe ire NON EXPANDING7Y EFWM. Rep 9 Sim diese windows are locally used In rooms whh NO mdelue, U; bathrooms, ft Is mo mmended mat the Interior gap between the window and wall flaming also be sealed wild, Wllmne and tooled so as not to interfere wall the installation of wallboard, the or trim. Step 10 Once all constructor, Is complete, remove the bubble wrap frown the Inside and outside of thewindow. lineceorary,.dean tie hods with a road detergent and warm water using aloft CIA. Failure to follow these procedures will void any and all warranties. cuj o `y, '� g • 1" In i � O+"1ti�Z W O 10yn�s a a Product Approval Submittal AffidavitLiu, °=9� 0 ga`�STT 3 F-Building Address: Contractor: 9.�� m ° Building Permit:LL�9 LLo� c Product Design Manufacture Model # Attachment Approval # 9. m �' Pressures Method F°¢ 'w� wwW.FDsrNGAOM ❑'❑ ❑ Roofing: 0 `n 1st Choice COUNTY APP. IKO Industrues, Ltd Cambrldge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z a NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. T z W/ 3/8" MIN PENETRATION THRU SHEATHING Z 4 a a= i d N ROOFING VENTS: _ DAD E Florida Metal FI CO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 ' Z N COUNTY APP. products Inc. "Off-r' e D "D.0 un M ROOFING UNDERLAYMENT: v N .:�w� 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R9 S°a PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH V — R905.1.1 O w Overhead Garage Doors: "o � '- - i3 1st Choice +30.0/30.0 CLOPAY 53W5 FL16546.8 w E 6 x 7 2"x6" P.T. WOOD JAMB WITH ,-_ t m 8 53w5 (5) 1/2' DIA, x 8" -ill BOLTS — g OD �+ 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.84 U rR o I ®IQ Swing Doors: a 0 3 0 1st Choice +67.0/-67.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X3" FL20461.11 FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL 0461 12 THERMA TRU-CORP. SOLID AND MIN. O.C.THEREAFrER. THE DOORFRAME SHALL +67.0/-67.o FL20461.1 DA S H�LOM $ FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16' O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS UCENSE NO. CRC1330146 Sidelights PLAT PRo RD F�5215 z 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS & DOORS.. SERIES 420 SGD FL15332 4 DIVISION LOCATION: 1st Choice AI m. r In r MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 PORT ST. LUCI E n Alum, reinforced V Job Information: Windows: 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON 1st Choice +40/-50 MI WINDOWS Single Hu (fin) ANCHOR WITH MIN. 11W EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 17676.9 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF FOR INSTALLATION THROUGH 2E BUCK USE WOOD SO EW WOOD BUCK. FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES SUFFICIENT LENGTH TO ACHIEVE ls/z" INCH MINIMUM EMBEDMENT FL17676.2 8..� Single Hung (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894-4 FOR Hung (Bnless)frame �' A I Mullions: C NCE r ��yy,,199i��a�a ��/ M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504 .L'+< fZ q OUN 1 7: 0) rl 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A VA + 7 p cn a"' 7 ��p�� ��}�n M union Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM 7.5804 2 I."il"a'J�+ Uo Mullion EDGE DISTANCE ^ try) Y M Fixed Glass: > M +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR • d 3 > 1st Choice -WITH MIN. 1A4" EMBED. TO ALL FACTORY DESIGNATIONS FL18644 R-6 z M CL WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD O J W oT 00 O. BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE /'�\ LO L 5/8" MIN. EMBED. INTO WOOD BUCK. J V / V J Soffit: Tj Model Name / Number: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R5 1st Choice of IanI 1780 Plygem / Varrorm I Plygem Double 5 Double 5 standard (vinyl) 10" 19L12194.1 Double 5 standard I standard vinyl staples solid 144 vented -145 FL12194.2 Plan Issue Date: Hurricane Panels: Wednesday, July 21, 2021 1st Choice Dade County App. SHUTTER & GLASS StormAMERICN Ga. Panels 24 GA. STORM PANELS FL16293 R3T KA PROJECT NUMBER: I have reviewed the above components of cladding and have apprgVed their 21-8343 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56 26 Sweet. ) Of: Name: Luis Pablo Torres Certification Number: A. # 87864 MATERIAL Name: Certification Number: REFERENCE INFO (PSL) `y, '� g • 1" In i � O+"1ti�Z W O 10yn�s a a Product Approval Submittal AffidavitLiu, °=9� 0 ga`�STT 3 F-Building Address: Contractor: 9.�� m ° Building Permit:LL�9 LLo� c Product Design Manufacture Model # Attachment Approval # 9. m �' Pressures Method F°¢ 'w� wwW.FDsrNGAOM ❑'❑ ❑ Roofing: 0 `n 1st Choice COUNTY APP. IKO Industrues, Ltd Cambrldge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z a NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. T z W/ 3/8" MIN PENETRATION THRU SHEATHING Z 4 a a= i d N ROOFING VENTS: _ DAD E Florida Metal FI CO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 ' Z N COUNTY APP. products Inc. "Off-r' e D "D.0 un M ROOFING UNDERLAYMENT: v N .:�w� 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R9 S°a PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH V — R905.1.1 O w Overhead Garage Doors: "o � '- - i3 1st Choice +30.0/30.0 CLOPAY 53W5 FL16546.8 w E 6 x 7 2"x6" P.T. WOOD JAMB WITH ,-_ t m 8 53w5 (5) 1/2' DIA, x 8" -ill BOLTS — g OD �+ 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.84 U rR o I ®IQ Swing Doors: a 0 3 0 1st Choice +67.0/-67.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X3" FL20461.11 FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL 0461 12 THERMA TRU-CORP. SOLID AND MIN. O.C.THEREAFrER. THE DOORFRAME SHALL +67.0/-67.o FL20461.1 DA S H�LOM $ FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16' O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS UCENSE NO. CRC1330146 Sidelights PLAT PRo RD F�5215 z 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS & DOORS.. SERIES 420 SGD FL15332 4 DIVISION LOCATION: 1st Choice AI m. r In r MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 PORT ST. LUCI E n Alum, reinforced V Job Information: Windows: 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON 1st Choice +40/-50 MI WINDOWS Single Hu (fin) ANCHOR WITH MIN. 11W EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 17676.9 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF FOR INSTALLATION THROUGH 2E BUCK USE WOOD SO EW WOOD BUCK. FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES SUFFICIENT LENGTH TO ACHIEVE ls/z" INCH MINIMUM EMBEDMENT FL17676.2 8..� Single Hung (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894-4 FOR Hung (Bnless)frame �' A I Mullions: C NCE r ��yy,,199i��a�a ��/ M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504 .L'+< fZ q OUN 1 7: 0) rl 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A VA + 7 p cn a"' 7 ��p�� ��}�n M union Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM 7.5804 2 I."il"a'J�+ Uo Mullion EDGE DISTANCE ^ try) Y M Fixed Glass: > M +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR • d 3 > 1st Choice -WITH MIN. 1A4" EMBED. TO ALL FACTORY DESIGNATIONS FL18644 R-6 z M CL WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD O J W oT 00 O. BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE /'�\ LO L 5/8" MIN. EMBED. INTO WOOD BUCK. J V / V J Soffit: Tj Model Name / Number: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R5 1st Choice of IanI 1780 Plygem / Varrorm I Plygem Double 5 Double 5 standard (vinyl) 10" 19L12194.1 Double 5 standard I standard vinyl staples solid 144 vented -145 FL12194.2 Plan Issue Date: Hurricane Panels: Wednesday, July 21, 2021 1st Choice Dade County App. SHUTTER & GLASS StormAMERICN Ga. Panels 24 GA. STORM PANELS FL16293 R3T KA PROJECT NUMBER: I have reviewed the above components of cladding and have apprgVed their 21-8343 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56 26 Sweet. ) Of: Name: Luis Pablo Torres Certification Number: A. # 87864 MATERIAL Name: Certification Number: REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH RESISTIVE BARRIE & WEATHER RlslsrlvE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORAFtlLY SECURE BARRIER R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall DOOR ROUGH OPENING TO BE USED. envelope shall include flashing as described in Section R703.4. `WEATHER � WINDOW UNIT / RESISI nVE !� R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER s EXTERIOR WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE SELF -ADHERED FLASHING 3/4'-1"BEAD OF OONSTR. 0.3 In : 12.0 In SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOISTAND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) ft'-'' T © C R703.2 Water-resistivr! barrier. One layer of No. 15 asphalt felt, Tree from holes and breaks, complying with ASTM D226 WALL BY 6 IN.. UP JAMB L USE LIQUID NAIL BRAND PRODUCTS D E 1/\ I L V OR EQUAL WEATHER PROOF CAULKING .SELF -ADHERED FLASHING for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 res"euei:"rveoowl asphalt felt shall be applied horizontally, with the upper layer lapped Over the lower layer not less than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the \WEATHER SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions -The No1S asphalt felt or other approved water -resistive RESISITNE CEMT. FIN. barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a / BARRIER SEAL TOPS OF JOISTS PER FSC-R (CURRENT EDITION) 703.7.3 manner to meet the requirements of the exterior wall envelope as described In Sectlon R733.1. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in :iection R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST Detail Instructions provide the s a se arat ve Imrate ti nor is planted nuous plane d any flash thing (installed In accordance with Section R703.4) Intended to drain 1. cut, told up & temporarily secure weather Refer to the number marked as ® in each detail that corresponds to the resistive barrier above eeaderto allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list Of IRStrUC110TIS below: Exception: Where the water -resistive barrier that is applied over from the stucco has a water resistance equal to or resistive barrier PAPER 1. Install self -adhered flashing In order as shown by numbers greater than that of designed ute Grade D paper and is separated Tram the shrcco by an intervening, substantially nonwater 3. Fold weather resistive barrier back over head flashing and t absorbing layer or designed drainage space. 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 8 2O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, Raskin Flashing. Approved metal flashing, vinyl flashing, selfadhered membranes and instructions. attached flexible flashing shall be applied shinglefashion or in accordance with the manufacturer's instructions. Metal flashing shall be Scale: Nrs SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluld•applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING �/�/ P ®� scoring cuts instructions. All Flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW W P01 EXTERIOR DOOR WITH DECK - SECTION A W P O CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Y tl water to the building structural framing components. Self -adhered membranes used as flashing shall comply with 5. Remove all release paper per standard installation instructions and AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER J g 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, ettru t r Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing tix L R °a G RUBBERIZED RUBBERIZED ASPHALT y g" m EXTERIOR SHEATHIN`et O T 7j! ADHESIVE exterior walls shall comply with AAMA 714. The flashing shall extend 4o the Surface of the exterior wall finish. Approved -Angle,,>� +� .• F so EXTERIOR SHEATHING W4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as. shown by arrows flashings shall be installed at the following locations: w*, ..4G f S •. S o � ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. An le of comer May very, ad ust folding of the flashing accordin I t0 fit �.° THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING g Y Y• J g 9 9 Y ; UP JAMB 6'. USE LIQUID NAIL BRAND FLANGEDWINDOW tight to corner REFER TO TECHNICAL (SEE DETAIL WPOt) 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the OR EQUAL WEATHER PROOF CAULKING .I' SCORED 8. Mechanically fasten as necessary exterior wall finish of to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically = it Ly LETTER ON CHEMICAL O, COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed - OF in accordance with one or more of the following: T• cS Pj� ` ' (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING, �'0 r RELEASEPAPEHTOEWOSE 1.1 The fenestration manufacturer's installation and flashinginstructions, or fora applications not addressed in the SELF -ADHERED EXTEND A MINIMUM 6" ADHESNEAS SHOWN) pp t FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish of to rJ d r+ 11 etee a MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH the water resistive si barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection 'o at the head and aides. d. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional .a. 1.3 In accordance with other approved methods. SELF -ADHERED 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ FLASHING O' / /'� 2 WDMA 300 or FMA/AAMA/WDMA 400. z v 2. At the intersection of chimneys or other masonry Construction with frame Or stucco walls, with SELF -ADHERED FLASHING 5 projecting lips on both sides under stucco copings. NAILING FLANGE t Oz 4 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS 6 4, Continuously above all projecting wood trim. DO NOT FLASH OVER - UNDER DECKING g " L 4 (0 B00 OTTOM NAILING 8 (SEE DETAIL WP07) 8 7 5. Where exterior porches, decks or stairs attach to a wall or floor assemblyof wood -frame construction. �5 III to rn ro FLANGE 6. At wall and roof intersections. d s $ g g SELF -ADHERED FLASHING //' A SELF -ADHERED FLASHING SELF -ADHERED FLASHING �+ € `E-.5 o m HALF ROUND WINDOW W P1�4 EXTERIOR DOOR WITH DECK W PO5 INSIDE CORNER W PO6 as a " 7. At built -In gutters. m e a fA "' $ w a H LE 4� g Or a w 07 Or w ' _ €&EbE O 2=raga z o °s SELF ADHERED FLASHING � m �T 'SAS. W yr �, f1jtA DECK PROTECTOR I0 W i� II 1)I; la `t z5t^ I- WIT' Cement Plaster s '� m a SHEATHING i I r� 7/8" Cement Plaster a a G t • -� in accordance with with m1 Z ° N O ASTMC926 �,rosexc.coN J ❑ ❑ Cl in accordance Q - ---- ASTMC926 -- _ FLASHISELF-ANG Felt backed metal Felt backed metal R. Lo FLASHING PATCH • ` lathe in accordance - lathe In accordance U SELF -ADHERED FLASHING with ASTMC1063 With ASTMC1063 z o / DECK PROTECTOR '" . Z8 � Building Paper Building Paper z ro e 7/16" O.S.B. 7/16" O.S.B, a n sheathing sheathing DOUBLE .' Keeto Sedge Ln SINGLE JOIST Metal U ICJ JOIST SELF -ADHERED FLASHING ' - - Flashing ofweep creed � h LL SELF -ADHERED FLASHING t 31/7' - blotik [op of D o 3^MIN 2 Unperforated Vulcum 'M UFlange - 4 Weep Sc/reed cook bottom £ M Maintain MetaloFlashin J ro 5 J Y = M E Marc g wi o $ Bottom of 3 1/2" Unperforated . _'i o y SELF -ADHERED FLASHING 7 SELF -ADHERED FLASHING W PO O APPLYA LIQUID FLASHING TO THE MASONRYOPENING (HEAD, JAMB, SILL) IN W P®� Wee Screed Flange 7/8" Weep Screed UII o v od \HO.8362X;DECK JOIST W PO / OUTSIDE CORNER o ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" t0 2' } INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1 /2" Cementitlous ¢ t`nv o m fa m Sheathing Decorative Finish '11 DAM HQM6S ,o•. ,•a, All Inside and .o•. outside corner will FLORIDA CONTRACTORS UCENSE NO. CRC13SOJA6 EXTERIOR WINDOW UNIT need to be miter 3000 GULFBREEZE PARKWAY cut and caulked all FLORIDA 32563 CEMT. FIN. Cement Plaster butt joints need to GULFBREEZE, BUILDING PAPER in accordance 9• 4 ' becaulked using DIVISION LOCATION: SLOPE SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in :12.0 in over wood 2nd PORT ST. LUCI E 0.3 in: 12.0 in (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor V Job Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH > ,DIED FOR SELF -ADHERED FLASHING 4""--- EXTERIOR - 0:'. APL.IpAh6CE CEMT. FIN. BUILDING PAPER ® E COUNTY WIRE LATH 1/2" Cement 3CiCi SELF -ADHERED FLASHING Plaster Finish D Cn 36 Block W 0) rn 1 WIRE LATH 21/2" Perforated t» a; at M BUILDING PAPER ' o •o� Screed lange 1/2" Weep , "a BUILDING PAPER Cement Plaster � � U over black r ® --1 LLB m c latfloor cc � 0 LL EXTERIOR WINDOW UNIT CEMT. FIN. Slab Install bottom ® Model Name / Number: edge of weep screed 1" below 1780 finish floor VI Plan Issue Date: OPTIONAL DETAIL Wednesday, July 21,2021 KA PROJECT NUMBER: 3 3 O Note: 21-8343 The building papef and metal lath WEEP SCREED DETAIL FILE COPY 5heei: Of, SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING must be installed dyer the top Of CEMT. FINISH WINDOW HEAD W P 1 O CEMT, FINISH WINDOW SILL P 11 CEMT. FINISH PARAPET WALL W P 12 the Weep Screed. SCALE: NOT TO SCALE WATER PROOF DETAILS V1 LO N N N En N 5$$ bath duct to roof or wall cap wl standard 70 cfm bath fan 2.5 TON W/5KW @240V 1 PH 1800 plen scale :1/4"=110" 8 platform by bldr 25 SH 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan VERIFY .. LOCATION W/ BUILDER 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 AREA CALCULATIONS 1st FLOOR 1780 S.F. TOTAL LIVING (AC) 1780 S.F. GARAGE 391 S.F. COVERED ENTRY (BASE) 98 S.F. COVERED PATIO/LANAI 117 S.F. TOTAL AREA UNDER ROOF 2386 S.F. License # CAC032448 v e� S ST. L.UCIE COU11%, BOCC Must have a minimum clecrance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.