Loading...
HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28'DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS) A SLUMP OF 5" - PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.83. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENOS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25". AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/.A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE. PREVENTION. CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 7017, NATIONAL ELECTRICAL CODES (NEC.2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD, SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) NOTES: 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. ' REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F' OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH 1�, THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACEED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL ENGINE 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B)LOCAL STATE AND FEDERAL BODIES R703.7EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. '', 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C47&10 WITH A MAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA - R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM 01063 OR C1787, OR AS OTHERWISE APPROVED. OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 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 CIA OR 1OFT, WHICH EVER IS LESS, REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS * * LL/360 LL/180 LL/360 LL/360 TL/240 TL/120 TL/240 TL/240 COMMMENTS R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE 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 R702A(1). 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 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 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR DE. G S AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE 31&14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40F7 SPAN *. TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY 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 ROOF (PSF) 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 20 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 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 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD LL* BOTTOM CHORD OIL O 10 0 10 0 10 0 Y TOTAL (PSF) 37 37 45 55 DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF N0. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 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, ACQ-C, ACQ-D, CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 FELT OR OTHER APPROVED WATER- RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 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 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/ NO STORAGE (NON -CONCURRENT) 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 1.5 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS PARALLAM COLUMNS: 1.8E Fib = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR; WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING DESCRIBED IN SECTIONR703.1. ROOF DECK: PLYWOOD C-C/C•D,EXTERIOR OROSB FLOOR SHEATHING: T&GA-C GROUP 1 APA RATED 48 24 SHEATHING SHALL FLUSH TO EXTERIOR WALL FACE. ( / ) R703.4 FLASHING. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL TOP CHORD OIL 40 (PST) 10 PS COMMMENTS: ATTACHED APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLYC FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S A MINIMUM 1 8" SPACE IS RECOMMENDED BETWEEN PANELS EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3. 5 SHEATHING S / 1HALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. 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 +/- OA8 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT � 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA (+p, 27.6 (+) 27.6 10 O 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (•) 28.8 0 34.4 e 50 (+) 24.8 (+) 24.8 0 0 1(-) 27.1 O 31.1 0 0 (+). 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT. 9'-O" x 7'-O" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATERD-B AND IS CONSIDERED TO BE IN THE WINOU RIVE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC alitlnnrrrr'. ...... of SIONP,,I r raaeae°a°° � a c 0 gg� ry 0 "-i � ru- 8 .. °r° gEcw®g �i. W a n I V 0, ri ri U ti INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL o �Ps� SEE FLOOR PLAN FOR ACTUAL PRESSURES m I `"' �Pz _ a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF)55 a w BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY. FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER g g ® 0 =tp� $ W o SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN. Z 3 PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING a gig W o 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.. w B _ �' -� C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: � g" LL 2 � MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) @9 TU d `� ra p TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, BALCONIES OVER 1.00 SQ'FT 100 (PSF) e a ai APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE , 125 (PSF) • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. i`- w�xkroservcnae • INTERSECTON OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES.. READING ROOMS 0 (PSF). • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS. 150 (PSF) z • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) # z o S CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z01 • AT WALL AND ROOF INTERSECTION.. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) ) � • AT BUILT-IN GUTTERS. �. .. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 " STAIRS 40,(PSF) -t+ _ ri j" L.. UPLIFT CONNECTORS FOOTNOTES z N -`'• _ "a . JC'� d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 6/) 2ro 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR Q) rn d TO UPLIFT OR LATERAL. FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD d--a f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A (D NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. • V _ I O wa FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "1" 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 Designer/Engineer listed in the Utleblock of these --- w w o E 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. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information Every attempt has been made to law 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to =�" U o yy THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDABUILDING CODE review all the information contained in these documents, prior to c a o r INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not ¢ N o m 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 DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to A DAAS'.'HOMi Lis 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE � a CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the•-•-• 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) .4"x 2',A" TITENS TO information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRCJ.330146 MASONRY AND (7)40d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager . N TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER immediately. eDesl y o nglneebackcwith will dv considered MISSED CONTRACTOR TO INSTALL (Z) SIMPSON HGAM10 W/(4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS.3000 GULFBREEZE PARKWAY 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 reimbursement notification approval r the Designer/Engineer without advanced NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval a the Designer/Engineer. GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Payments WIII be made In accordance to the terms of the agreement DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2NO FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 16d x 24/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEEFl3CR (CURRENT VERSION) FOR CODE INFORMATION. VI Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS z` DATE DESCRIPTION REVIEWED FOEi _ CODE COMPLIANCE ~ p ML OAMIHOMES ST. LUCIE COUNTY W a Of Northwest FlorldaIIIIIIIIIIIIII BOCG✓�' > .. VI Model Name / Number: 3000 GULFBREEE PARKWAY GULFBREEZE, FLOMDA X 6.4-53) 1820 FILE COPY . I Plan issue Date: Monday, May 17, 2021 KA PROJECT NUMBER: MODEL 1820 21-4884 Sheet: d Of: COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH, IF GREATER THAN 24" GENERAL FOUNDATION NOTES (U. N.O.) CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION) OR FM32A DETAIL FOR MONO. OPTION. 1 Lr,ROVIDE MIN. a MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 8" LAPPEO MIN.6" AND SEALED, REINF: GRADE OPTIONAL CURB FOR F F ""'- - — - VARIES - - 2 4" 2500 PSI CONC. SLAB W/ 6XG 10/10 W W M, OR FIBERMESH SEE PLAN MASONRY @. ELEV. 0'-0" /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ x _� w•, ._ ," W/ (1) - #5 BAR CONT. MANUF'S INSTRUCTIONS AND NER-284 FOR FlSERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. oD GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. z,1- � '• .J "x 3 6 INDICATES FILLED CELL W/3000 P51 CONC. FROM FTR. TO 1"pN p. , ° 2 STORY: 20" X 20" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB, HOOKED FTG. ' r REINF. N ° ' W/ (3) - #5 CONT. DOWELS 17" EMBEDMENT W/ 30". EXT. ABOVE SLAB. YB' (2) #5 SEE PLAN • : ,, a:" 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR REBAR (2) # 5 REBAR 16" RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. BEARIIlG , 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE FM01 SINGLE STORY FTG 1/2"-r-o" FM02 I SECTION @ GARAGE 1/2"=1'-0" U.N.O.ON PLAN, REINF. SEE PLAN cd�1 F:. ..iSii 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. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403,1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: FM03 THICKENED EDGE PSF SEE SOILS REPORT AND SPECIFICAT O E FOR COMPACTION 1/2" = 1'-0" T-O" IREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR PXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF IF GREATER THAN 24" CONTACT FOR OR FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. REFERENCE FMASW FOR STEM WALL OPTION DRY DENSITY AS DETERMINED BY ASTM-.1557 ( MODIFIED PROCTOR I THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN PROVIDE 13" WIDE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. RECESS AT GARAGE FRONT WALL DOOR. EXTEND 6" BEYOND OF GARAGE F.O.M. EACH END, TYP. I GAR.FIN.FLR. MARK SIZE DEPTH REINFORCING GRAVITY #5 REBAR v 1./ ALIGN DRIVE W/. BOTTOM OF N ' ' 2 ST RECESS & PITCH DRIVE 4" CONC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. 18" (2) FM09 I SECTION @ GAR. DOOR 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W (3 - #5 CONIT. FOR MORE INFORMATION) SII = �' nlli"I I 1=11• _ CAP. 11691 1-0" X CONT. 11-0" 2 #5 E.W. BOT. 2000 F2.q 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 20" X 20" #5 CONT. P2. 2'-B" X 2+6" 119" 3 #5 EWE BOT. 11000 IEBAR F3. T.0 Xs-0" i 1'-0" 4 #6 E.W. GOT. 15600 1/2' = 1''O" = 1 -o F3. I7-6" X 31-6" ' 1'-01 4 #5 E.W. GOT, 21500 F4.0 4'-0" X 4'0" 1'-0• 5 #5 E.W. BUT. 28D00 F4.6 4'-6" X 4'-6" 114" 5 #5 E.W. GOT. 345M F5.0 5'-0' X5'-0" 84" 6 0 E.W. SOT. 42500 SEE PLAN I F6.0 i8-0"X 5'-0" 1.4. 7#5 E.W. DOT. 61500 FM11 I STEP DOWN BRIG. I 1/2"=1'•o" I FM12 STEP DOWN NON BRIG. 1/2"=1--0" OPTIONAL CURB SLOPED GROUT SEE PLAN f ° ' SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o ` TYP. SEC, 4 BAR BAR WITH CURB (1) #5 CONT. �,I8- (1) 1' (G.C. VERIF'q 00 � � ° -I I z -EINF. i0 '- , ,. F.F.fF(SEE PLAN) 2 #5 CONT. �. INSTALL LINING 2 #5 BENT BARS W/ MATERIALS PER / p11' MIN. 25" LAP SPLICE FBGR P2709.2 " MUDDED FLR. SLOPED TO DRAIN MIN. FM14 SECTION @ RECESS SHOWER 1 1/2" = 1--0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE FIND. FOR QUANTITY MIN. BAR LAP OF 25" #5 X 25% X 25" o c CORNER BAR ONE o+ E FOR EA. HORIZ w REBAR, TYP. U.N.O. ' 12) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/r'=r-o" FM23 TYP. FIND PENETRATION 1 1/2"=r-0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) d 1 STORY d 2 STORY b1STORY b 2 STORY HEIGHT (H) IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'.8" >2'-0"-3'4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'4" >3'-4" - 4'-0" 12' 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 @ 18" D.C.''TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL AI nTF C - 0 r SEE CHART ABV. -MAX. F.C. " SPACING (O.C.) A A W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HORIZ. CONE TIED TO EA. VERTICAL REINF, BAR #4 TURN. BAR 0 STEM g WALLS GREATER THAN _✓ 4'-0" " (1) #5 HORIZ. CONT. TIED TO a EA. VERRCAL REINF. B ,i FIN GRADE 8" MIN. i TO TOP OF ' STRIP FTG. - ' • ' - COMPACTED CLEAN FILL -'" �'•. ` IN MAX 12" LIFTS STRIP FIG. W/ QTY OF �I�" 0 MIN. COVER REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE • 1. VERTICAL REAR IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND VERT. F.C. AIRY. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACfiG TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM NOTE 3. IF STEM IS REQ-D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #e CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE *16° 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 18" C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 6" n . TALL (TYPICAL ALL CORNERS) - .c. S.IF STEMWALL. IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S.R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS ` *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS LEGEND I—� -INDICATES SINGLE -STORY FOOTING ® - INDICATES TWOSTORY FOOTING - INDICATES PAD FOOTING 8" 12' 1-0" FM19 31 8" 4' 0" 3110 CORNE" ' 4" 3 TYP ® Q 4 RS 4' 10, 0" ■ ■ ■ ■ ■ ------------------- -------------------- HOSE I ' ----____r1 BIBB FM03 ' FM01 I '. 0 ice• i '. i FM11 i". i FM11 , F, I 3 3 , F2.S ; .. o , CO ; ST P ON. 4" i 1 ' d' _ _ 1 '.. , 3 1 'TUB iUNIT ; W.C. i ■ LAV. 900 ; 70 .I ' ' �. �`%. r=�' r IL /G LAV II DI t. o f '9 adml _T= ---- I bl O N LAV #'r A in LO 0� o a 1 1 .{ ' `O •_• W.C. `r' N IN ' 11TUB STYLE9;MARIES o ; 1:,'VFRIFY'DRAIV I a I "RCATION F.G.4 u7�SHWR L , 2A, 8, - - - - - , 12' :LC 2' 2" IN )'SINK i 00 PROVIDE CHASE ' ' FOR HVAC UNIT i VERIFY LOCATION ; 0 3, 0„ 710, o ' I r _ - -fi r r - � 3 , 0iy 1 1 WASH 11 l i i. COMP. UNIT 1 1L _ Dili-(i ,. r - - ' FM01 I,- II PI 1 m OD r , ■ 1 v STEP ON. 4" --------------^"T---�11. FM 3 FM12 F2.S W.H. r 3 ED a Z 1 , , N inx I. , I , ■ ■ ; in a iLD , .STEP ON. 53h" , FM02 I C.1. Li c f0CA O . F2.5 1 ' I I ' E 4". m , 3 I FM09 I F2.5 FM09 ; 3 i0 io ; HOSE -----------------'----- BIBB MEN ■ ■ ■ FOUNDATION PLAN SCALE: 1/4' =1'-O" ALL ELEVATIONS vwo 5e ti ■. �pp j 0,Ob F cwC1133 ■ I(! W "F ES® au8 ""�'D'� EP�rN .y„N aw LL"q cLL a w ir Q 5_ua�E°Hal■ � r WNW.FOSENG.COM Z 0O g Z Y a nN " C4 - w m W -O fC3 p `w li V %Avo W J U wNE 9 t0 x MS HOMSB ' �I�011� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: >AAA N ry��/ O Z LID c � Wo cc m uJ m o J O) CL Tj Model Name / Number: 1820 ® Plan Issue Date: Monday, May 17, 2021 ® KA PROJECT NUMBER: 21-4884 Sheet: 3 Of: 01 1 I Alrelizial" LOAD CALCULATIONS COOLING GREATER THAN HEATING rFNFRAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEFL + APP. CIR 34,010 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10.000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ® 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 1DO% OF 'B' = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 -ASSUMED EDGE OF WALL -2x6 WALL` (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1IALTERNATIVE PROTECTION BARRIER N.T.S. 1 1/2" VTR 2" VTR 3--VTR LAV LAV 3" 3 yy/p DBL SINK CLEAN OUT TUB W DISP. 2" HANSON LAVi "2. TUB 3., W/C 2" 3. 3„ 2" TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR HOSE BIBB `� I l INSTALL FAN INSTA�I FAN I-'-7 BOX PREWIRE BOX PREWIPE0L 1� WP \`\_- INSTALL FAN - , _BOX PREMRE I I I - - - - - - - - ' I I ' I I I I , I CM I I , � I (^ II T GFI 1 GFI o I , i , I --f"/'— --------- ------- 1 I I 1 d INST LFAN��/r ; , FAN .I BOXP2EWIRE L.] \ } !PREWIRE r o / 1 I � 1 ' I , V , GFI c�FJ gFl�GI- -(--21 _GFI------( GFI ---------- ISPor Q FOR D/W MICRO/ I ¢y HOOD I I - 1 � I CEN.'OF WALL i GFI z I - I I cy VERIFY I a I ' LOCATION GFI � ` I IN FIELD DISCONNET GFl GFII 22011 PB OELECTRICAL GEh� 220 CM I PANEL 42" AFF\ W.H. ATTIC ELECTRIC-------------- \ INSTALL FAN'— _ ' —� ' /" \ \ IF REQ'D BY CODE $ w F BOX PREWIRE "�` o \\ w w zz I ,\ o zo 0¢C� I DOOR \ _ ,..�1} \ w o I BELL \ \, --`.. �.- _ - T i p > i WP GFI @ GFI Z m a W GFI i 42" AFF 4 m y FOR GARAGE FOR GARAGE a p g „ DOOR OPENER DOOR OPENER z o m i -------------------------- NOTE: i 1 KEEP COACH LI ES OUT OFBANDING,Q OINS, AND �----------- ---- ' ` ROUND COLUM S WHEN POSSIBLE. RE R TO ELEVATION i FOR TRIM. LIGHT \ I GFI L� AXF I i "ML, , i I I I - COACH--_--_---_----_—_—, COACH LIGHT LIGHT COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" =V-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39' AFF LAUNDRY ROOM 38"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 OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS. AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315A.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 OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %�\ FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING ' SCOUNCE ( WALL MOUNTED) FIXTURE D CEILING FAN 110 VOLT DUPLEX OUTLET 1.10 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT w ' g DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV❑ T.V, CABLE OUTLET L-= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RO RECESSED LIGHTING J ❑ 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 L OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED UNDERGROUND W17H ELECTRICAL CONTRACTORI, -' I COLI SERVICE /-200=210 COPPER OR410ALUMN. )Cy IN T CONDUIT METER f200AMP ECT A/C 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 Y - #STOHVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLFAXWElf- S) APPROVED GROUNDING ROD WI MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. ■ „�1� g 15 gIC103 Z9 1 M m F 5� .fig aMal2IL w a w m dyyERa O°i J fnae92 N cA NAYW.FD3EN6.COM z - z o n w Z J a — Z v N co 1J L% oy O w LI) c d U N E �WWWY v U 0 " Q C4 O Cho ® DAMS HOMES IISIIIIIIII! FL_ORRID CONTRACTORS LICENSE NO. CRCIS30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. L.UCIE ♦ I Jab Information: 0 Z O LO 0) Llj 0 m v m O U0 Q ` 0- 0 _3 Lu =) 4 o _I m U) to LO VI Model Name / Number: 1820 ♦ Plan Issue Date: Monday, May 17, 2021 ♦ KA PROJECT NUMBER: 21-4884 Sheet: /r Of, ELECTRICAL PLAN VENTILATION CALCULATION C—d— cc/ am / 9 * 1dd ..e/ — ,--------- "I-- ..-d ..eM.,..� TOP OF BLOC— FIN, FLR_ BEARING @ ENTRY TOP OF BLDCK LITE TEXTURED DECORATIVE CEMENTITIOUS COATING a0 Fo SMOOTH DECORATIVE — RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE LEFT ELEVATION "A" SCALE: 1/4" = 1'-0" 48" OFF RIDGE VENT OF BLOCK M \ m SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE WIDOW HEAD HGT o LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH (2) 3050 SH 25 SH FIN. FLRE ----------- 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" a bo zo KEYSTONE DETAIL SCALE: 3/4" =10" TYP. OF (2) 48" OFF RIDGE VENT 4"/8"/4„ RAISED BANDS 6" RAISED TRIM /- 0 0 FIN. FLR. 48' OFF RIDGE VENT DBL 25 SH 8� �� L25SH U Li LITE TEXTURED DECORATIVE 3068 DOOR W/ (2) 1068" CEMENTITIOUS COATING S.L. AND JOB H TRAIN. ABV. DOOR STff MAY VARY REFER TO SPECIFICATIONS 46. OFF RIDGE VENT ■ 33/2 SH 16' X 30" DECO VENT TYP DETAILSEE THIS SHEET s1�li� Soflt product provkles 4.12 net sq In / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq In / sf Overhang distance L33 ff S.F. of Area to be vented (SF) 2409 s.f. Total needed for exhaust for upper 1/3 578 net sq inches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feat of Soffit needed to meet required 1-05 Lineal S.F. provided by plan 169 1 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING ° 25 SH FIN. FLR. RIGHT ELEVATION III SCALE: 1/4" =1'-0" 16' X 7' 32 PANEL OVERHEAD DOOR FRONT ELEVATION "All SCALE: 1/4" =1'-O" 8' X 7' 11 PANEL OVERHEAb DOOR RE -VIEWED FOB": CODE COMPLIANCL ST. LUC®IIEy,r+COUNTY BOCC TOP OF 1ytgttlll Pt/Fri S"E ti Q� W+C4 �I * : w O � z OV d• a r 1�1! 11lllNtOt � C O m $ g Fin LO in B,iF m nem rc g_��iQ g��m C'i IJi.IJi a�q.3N 0. �+m$Zs` wa o. 5'yFiE ��o~ o. OfO #3r� 1 5e"E o Y Y 8 Y 2a Be egg 0 SA a m E )' r WWW.FDSENG.CON1 ❑ ❑ ❑ z o _ uD zN tA CU ;; w In In m W ti fi3 V m N E «. H W U OD U 0 0 � Mn C OD I Y YM Q N 0OD 6W ® D M5 HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE:, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: NO IBBBB— o u7 r a 3 m m a C) W :D o -jM0 VI Model Name / Number: 1820 VI Pian Issue Date: Monday, May 17, 2021 KA PROJECT NUMBER: 21�4884 Sheet: /d DE ELEVATIONS SEE DET, 7BC3 G.C. TO PRI BLOCKING' W/ AIDA RB FOR SPAN I SHEATHING SEE "HIP R BLOCKING" 20'-0" MAX L 20'-0" MAX FOR WIND SPEEDS < 160MPH ALTERNATE SPAN RATED 32/16 IEATHING MAY BE USED (32/16 THE SPAN RATING. THE SHEATHING IICKNESS IS 15/32".) IF 15/32" IS LED, THEN THE ALTERNATE BLOCKING NOT REQUIRED AT HIP SECTIONS _ logo A III MEN mill I oil no l A BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP 4'-0"O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NITS FRSHENGINEERED 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) Y60.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20TO45DEG. WINDAREA (+) VALUE DENOTES PRESSURE I [4.121[12:12] (SO FEET) (-) VALUE DENOTES SUCTION a=4fl 1 O AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 37.02 -51.06 -51.06 -51.08 10 GABLE -37.00 -37.00 -58.99 -58.99 -58.89 •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, 2E ASTM F1667 RSRS-03 (10d) NAILS @ 4" O-C. ON EDGE AND 4" O.0 IN FIELD F ZONE 3, 3e, 3D ASTM F1667 RSRS-03 (10d) NAILS @ W1 O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:1832 L EXP.1 (69SD) ILL 3132' EXP. 1 (4QM) r Nam, 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 9B° x 0.113") NAILS M r T a 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1132', SHEATHING SHALL BE FASTENED a WITH ASTM F1667 RSRS-0310d (2r4 x 0.131'� NAILS OR ASTM F1667 RSRS-04 (3"x.120" ) NAILS a=4Tt 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:121-112:12] @ 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 31" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN IN'. O NAIL AT BASE 2 ROWS @ 4- O.C. W/SO COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4"O.C. w/ Ed COMMON NAIL. © NAIL OPENING PERIMETER .1 (2) ROWS 04"0.13. W/BG COMMON NAIL. O NAIL INTERIOR AT 6° O.C. wf Ed COMMON NAIL O STAGGER ALL VERTICAL JOINTS &NAIL@4"O.C. w/ Ed COMMON NAIL. O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER w/8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O (2)ad NAILS 0S'O.C. TO EACH TRUSS END OR O VERTICAL MEMBER IF GABLE END. 15/32"OSB- EXPOSUREI SHEATHING PRONDE BLOCKING 11 IIAS REQUIRED PERI11IISECTION 1I X-X IF NOTIlFULL F HEIGHT SHEET- © FLOOR SYSTEM NOTE: ✓!d NN LS FOR WALL. SHEATHING MUST BE MIN .131- X 2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 'a' (2), 2x TOP PLATE BEYOND 15/32° 088 EXPOSURE 1 SHEATHING T T II II II II 11 II I 11 11 II II 11 II IIY-AL SOLID 2x BLOCKING F F II @ALLSHEATHING W Lq EDGES�(SEE SECTION11 IIII D III OPENING IIL___JL---IL_J III ___ ___ ___ ___ III II 11 II w zz III III C 111 x II _- JL - II II - _ --- IL a --I w III iii III X II II iii B E 111 III 11 It II 1 III 11 11 11 1 2%STGDS BEYOND. w Tr----n--T I I If 1 illI Ill Ill I I I I I I I It I II I II II II II I 11 . 11 II I SEE PLAN i O Ill III III I I It I I i l ❑ I I I I 11 III II 11 II 1 1I1II iI It I I it 1 II I - III 111 lilt W I 11 II I t I I 11 1 I I 11 I YL JY I III 11. 1 IliII 11 tl it 1111 1 LL L LL ALLSHEATHING 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM w LLao� N W LL ` Q LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7110' FLITCH PLATE TO W/ (2)12d TOENAILS EA END. HAILFUTCH S - NAIL PLATE TO VERTICAL W/(A)ed SPACING NAILS 3/4- 1/2" 1/2" � S STA GERED 3' O.C. STAB NALS S /E" VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 IWALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES- 1820 ELEV A 3-Car TRUSS IO BEARING TRUSS ACTUAL CONNECTOR ID CONNECTORUPLIFT FASTENERS. NOTES POINT UPLIFT DESIGN RATING C1-- C5, C1V - C5V, DOSG, E7, E7V, E7VP, L/ R -473 # or less HETA16 / PER TRUSS MFR 1810# 19) 10d x 1-1/2" H7 H7V (9)10dx 1-1/2" - A01A06, G01, G02 L/R -925#or less HETA16/HETA16 1810#/1810# 9 10d x 1-1/2" .(10)I0dx 1-1/2" G03 L/R -22719or less (2)HETA16 / (2)HETA16 2365#/2365# (101 10dx112" (9)10d xl1/2" A01AG L/M/R. -638#or less HETA16 / H10A/ PER TRUSS MFR 1810#/10409 (181 10d x 1-1/2" (18)30d xl1/2" 'B01G,B06G L/M/R -606#or less HIOA/HETA16 /PER TRUSS MFR 1040#/1810# -910dx112" (1)10dx1 O.C. PER GE01 CONY AOICG CONT. /M/R -441#or less NAILS /HETA16/PER TRUSS MFR 330 PIT 11810# 9 lodx 11/i° BRC. Bac, (9) 10d x 1-1/2" 1-1/2" A07 L/M/M/R -703#or less HETA16/MT512(MTS12/HETA161810#/990#/990#/(14)10dx 1810# (14) 10d x 1 1/2" 9 10d x 1 1/2" L (10)10d x11/2" - (2)HETA16/(2)HTS20/(2)HTS20/ 2365#/2620#/ (48) 10d x 1-112" A08 L/M/M/R -1849#or less (2)HETA36 2620#/ 2365# (48) SOd x 1 1/2" 10 10dx 1 12' (9)lodz11/2" HETA16/H10A/HETA16/PER 1810#/1040#/ A018G L/M/M/R' -575 #or less TRUSS MFR 1810#. (18)10dx1-112" g 10dx112" D02A CONY -175PLForless NAILS 330 PUT (1)16d@4 O.C. PER GE01/54 TRUSS MANUFACTURER: PROBULLD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS. 4127121 L ='LEFT, R=RIGHT&M MI DDLE BEARI NGS.. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS All CONNECTORS ARE SIMPSON PRODUCTS.. OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TIRE CONNECTOR&FASTENERS SET SYp CONNECTOR&FASTENERS SPF SYP OFRAME TO HETAI6W(B)IOdx I WOR 1810 HTAI8W(10)10dx11n"ON I 1"0 MASONRY IETA20 W MIMx i W. HTAmw/(IU)IMx11/2" ©FAME O FRAME H25Aw/110)8dww 535 555 RIIAWENHU NAILS 515 585 © FRAME TO HIM wiIB)1OI x I IW 1013 INN RTI6AW(17110d x 11M' m 1920 FRAME H1W2W0&)Ndx I l/TA72PLYTIOl 93D 10% TI&2W(15)1Odx11/TAT2PLYTRUS8E6 935 ROD OFRAWTO 0 MTS12W(14)I0dzl IW'AT EXTERJIM 8611 MTW12 WI14)iwx 11IT (AT EMNOR E 1000 1195 FRAME LOCATION INCLUDE(3I 12d T034A LO) LOCATION INCLUDE )12d TOENAILS 0 FRMIETO MGTvdja)t Od NNLENID5WA.T.R.wIIr 30of MUGTib W(2BrWNALSANDW'A.TJI.W 3330 449E MASONRY EMBEDMENTV NIPSON"SEP EPDXY ITEMBEDIENTWOMPSON'aEl"MOXY O FRAME TO HTE20W/Q4)1Ddx112"(A7 EXTENOR 1316 HiIYlO NAM)I ad x 11W"(AT EXTERIOR FRAME LOCATION INCLWE 311d TDENNl9 ( vZ5 LOCATbNINCILDE 12dTOENALS I255 1590 FRAME TO (2) HT320W(4M10tl• 11W(AT EXTERIOR 22G1 28a0 R) HTWM wK48110E x 11q'(AT EXTERIOR 25]0 3D80 FRAME LOCATION INCLUDE(8)12d TOENAILS LOCATION INCLUM(ISIN TOENAILS (EA) FRAME TO HGT-2W(ta)tOtl NAIL6AND (2)El8" AT.R HUGi2W(t8)fOd PWL9 AFA (2)5I6'AT.R. O MASONRY W 1T EMBEOMEM W 31MFSON'9ET- lamW 12' EMBEDMENT W 91MPSCN'9ET' ]020 9780 EPCXY(HOT4F0R3 LY) EPDXY(HUGT3PoR3-PLY) OFRAME TO FGTRW(SB)114•xB'SDS WOOD SCREWS M00 4725 RFUSWEIZWESWOODSCREYSSAND 7100 MASONRY AND (2) IZ x V TTTEN ED ANCHOR BOLTS (4)31V.x WEDGE4 LT 0)LGT2 w/08)18d MN(ERS O. 11 FRAME TO x2M 1760 2W 0 MASONRY a i NBBELOW1 (SEENO 0 FRAME TO MASONRY/ (HLGT2wl(32)l6d SINRMS&(14) IRA° x 2114•TITO(2 PLY TRIN) 3500N 4D604A (2) LUGT2 W(32) 18d SINKERS&DID IW x 7 YEDGE45OLT(2 PLY TRUSS) 3100M 310OW 3240-F 37TO.F 3S00F 4620E FRAME OR(2811Btl6INRERSPORFRM(E(EA) OR(MlOcISINKERSPORFMME(EA) OS FRAME TO MASONRY 12) LOTS W(24) 110'x3-SIDS SCREWS &(8) W. 5' TITEN(2 PLY TRUSS) WIDEN!) aLUM3 W(24) W x 21/T WS26 SCREWS &14)1R" x S.IMIR LYTRU68) 7DE080* FRAME OR 1WSINMFSFORFRAME /6N (Ff0 00�RF 6860.P DEWS 1WSINKE159 FRM1 (EA) FOR E MM8ENA 0F O BEAMTO HU410 OFT MIw10W(11SIM&(101101 GN29M) M04100PT HD4IOFW(20)t608 RW III ell" BEAM NAILS U*lm NAILS U8195I OBEAMTO HU410OFTHUC41OW(IIHITTEN 589500 HD410 OFTHENiCFW(2N IWX9' <bI MASONRY IN'x234-&RD)10tl MILS U#180D WEOGE490LT&(1010tlNN1s WOOD O SFAMTO MASONRY/ HwSOPT HIICIBW 810ENAL48 041640 WH80 G03090 WIVE HDIBOPTW4'TA 610d MILSfl W1030 WI030 G#3511 U#850 FRU4E F(12)) IM&Y10drFORMAB.) OR (12118d 818110tl (FORFMMEI 9VP-F 9YP.M OfIE5'x23M'TAPdtFORFOMAS.) OR (1211Btl8 (011W (FORFMMEI BTRf SYP-Iv TO (2) HETAIB OFT(2) HETAM t� (2) HTAISOPT(2) HTA20 OFRA MASMON" I-PLYW(ID) IOdx 1 W. OR. p� I. YW(10) 1w x I I/Y OR N30 ZMY W (12)16d 2PLY W (12)18d HTSM19Wl IOd MILSAND 1MX2114' !el (4) I 110 HTWMISW B10tl NALSAND 1/NxIM. ( 1 Wl 1148 I s 22 FRPMETO TRANS' W6Df3E.BOLTOR O MASONRY HISM20w/(IOIIDd NMLSAND(4)1/4'M2 V4' M5 11I0 on HTWM20w/(10)fM NNSM1D(4) 1N"x131V TAPCONB WEOIDE.BOLT 1146 1 1228 ©FRAME TO HIM W(9) M xl 117NNLS AND (2) SaW. ]80 910 MASONRY TITAN NO FRAME TO DTT9ZW(B)1A-xI IIT'SDSWWD OTBmwaN1N"xi Iwws15 oO 0 MASONRY 6MEW8AND(1)11T9XT.R.EPDXIEDW lam2143 SCREY/SAFD (1)iR'O AT.R.EPoXIEDW 1510 fm SIMPSCN'EET' SEE NOTE 14 SIMPSON"SET" SEE NOTEM FMMETO HTT5 W(26T 161 W W NALH MI 11) W U HR46W T26)t6dx1 t12'MBJ4NdO (11 pO MASCNR\, ATR.EPDXIEDw/61MPSMN ET' 075 SOBO W OAT.R.5POAEDWMMP6KN4 FT 500E (SEE NOTE M BELOW) (SEE NOTEM BEw" FRAME TO HTT4 W(IM 160 K21¢' NAILS AND (1) OIe'0 8)1B NNLS HTT48W Rtlr21TC NVD (t) © �MSY ATR.EPDXIEDwI SIMPSON'6EP Ma 421E WT A.T.A. EPDXIED W SIMPSON'SEI` - 4169 SEE NOTE ABELOW) (SEENOTEMB UD" O FRAME TD H109W(24)10dx1 IPCNNLS TB•. 910 LUGTI W(M)adx11/TNAILS US 1"5 FRAME OFRAME TO HMBKT W(4)lft ( la-WS MOD 16D 740 RT16MW 9)10tlx 1 IN- "NUS& 139E 138E MASONRY 6CREW68(5)1M°x21/4'TAPoON6 4) I1V x i 3M' TARPONS TO VGTW (18)1/4'0 SOS WOOD$MEWSB OFRAME MASONRY (1)WE ATR EPDXIED W SMPSON-SET" SI 4948 WITMIN EMBEDMENT TO (2) VOT W(32)1It'X.WE Moo SCREWS OFRAME MASONRI, &07610'H A.T.R EPDXED W91NP30N 8170 71M °SET W IT MIN, EMBEDMENT O FRAME TO VGTW 08)1/4TM"==MOD SCREWS& HOU4-8DS25 wl (1011/4"x21lTa0B WOOD 32&5 .t518 MU IRTS W/122)1M NAILS & HTT45 w/ (18) 410 FRAME SCREWS & R) rX8°6A.T.R tOtl NVLB&(U Ne'O ATR. Y O FRAMETO (2)HTT5 W(52) 18tl-x21R'NNLS& 437E 5080 (2) HTT45 W(52) 16d1 112'MILS - 500E FRAME (I) MM ATR.(SEE NOTE#4) &(I)5/8'6AT.R(BEENOIraa) 9=11111.9lI)1"Mn 01= 1. CONNECT ALL FLOORTRUSSES TO INTERIOR BEARING WOOD WALLS/BEAMS w/(2)I2d TOENAILS. 2. ALL TF.USS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER; LAO ON PLAN. 3.. GO. MAY USE EITHER SMMON OR USP CONNECTONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAR ON FULL HEIGHT SYP #1TM" TO TRUSS WRTICAL AM W(2)ROWS OF ICE RIMS @3' D.C. STAGGERED. & 17 AN.A.T.R MWIEDMENT@ CMU BOND BEAM U.N.O. & SGIS TRUSS CHORD W 4'U"2x SIMa(MATCH CHORD LUMBER SO:E)w/(2) ROWS 10d@ T FROM END& 4' O.C. STAGGERED: CENTER AT CONNECTOR LOCATION AS M"ASPOSSIM.E. W MIMMA WNWCTORUNOONFRAMINGPLAN 1. CONFECTION FOR ALL ROOFIFLOCR TRUSSESTOM/SONRYWALLSI UNTELY ICE WALLS UNO ON RAN 2. MNW"MA72W'ORBT'O.GPWNNGVERTiCALSFORALLFLOORTRU35F6PARNLELTOMA90NRY WALLSSEEOETAIL M12W.1 FORMOREINFORMATNIN S CONNECTION FOR AL HIP JACK(CORNM JACK) TOMASONRYWALUMCFWAILSINMUS 4. CONNECRONFOFI NI COM'1NUW9 WMBOMDTO TOP OF MASONRYAT 2T O.0 MAx.W (21 AT EACH COMM. DEC. TO11ERIFYLCGT1012 DOES NOT CONFLICT W EA OFAPPLICABLE) LAYOUT 5. CONNECT ALL FLOORTRUSSES TO INTEROR SPANK WOW WALUSE.AM11w/(2)12d TONNLS O MINMAL CONNECTOR UNOON FRAMING FLAN 1..COANECTIONFORJALI(TRUSSTOWDODWALLORBEAM 0� MINMAL CONNECTOR UNOON TRAMING PLAN 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. O CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16'1 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 S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'SMAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. rn rt t. FOR TRUSS BRACING AND %ppAL ROOF INFORMATION SEE-4��� SIT REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST FILE C D - ��* METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL ALUM FASCIA SECTION 2x2 #2 P.T. MIN, FASTENED 2X BLOCKING NAILED PER NOTE 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' 0.0, FASTEN TO CMU W/ 3/16"XW TREN 2 AT 18" O.C. (IF WOOD WALL, FASTEN W/ 0.148"X31A' AT 1611O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTA 10N DETAILS (**) ALUMINUM SOFFITS > V-4" BLOCKING REQUIRED. (***) VINYL SOFFITS > 1'-0" SHALL HAVE FOR SOFFITS < 1'-0" MID BLOCKING NOT REQUIRED MID LOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1•-0" • 1J0 O(r ell "LaLUI �E r Of i�90, `.. L O 04 FS $ I OAP 44f 17111 U►9� 00. w 1DO - LO OD El! IL E§g Nto Let g sE' G Zo wm w pNw)hC a li B , wg w a � 4 aW In G4i z 13 s°IL mL 2i Md a T S a Ell Y� O o" -� DOO � � N *WWW.FDSENB.CCN ❑ ❑ ❑ G Z C374 z Z a h -Wv) t"G z n N (o W °� W V IV � (n c t- >3 0 W t D aN6a 4 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: LL c � W O C cn m N J N 0- ®�LLJ o _ j co (n ♦ Model Name / Number: 1820 V1 Plan Issue Date: Monday, May 17, 2021 ® KA PROJECT NUMBER: 21-4884 Sheet: 6 Of, ROOF PLAN A LINTEL BEAM: ► 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & BODO PSI GROAT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — NON-SHEARWALL SEGMENT TYPICAL SIFEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL ELK, CELLS WITH 3000 P.5.1. GROUT ONE #5 W LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25' (ACI 530) TOP OF SLAB 4 n 11fWJ�IIr�Iu. ____ IUn- I hl�Illi i', ,IM( �I IM TYPICAL SHEAR WALL SECTION TYP. TIE BEAM W/3000 P.S,L CONC. W/1 #5 REBAR CONT. BIMPSON SP4 W/(6) - SOd X 11/2 SPS OR SP8 FOR 2x6 AND 2x8 WALLS _-_�- DOUBLE 2X TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/30DO P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL ), S. C.M.U. 2"x#2 SYP/SPF P.T. W/ (3) 1/2" X 8' '7" BOLTS OR (3)1/2" X 6' EXPANSION ANCHORS OR (6) 3' X 1/4' TAPCONS OR (8) 2 7/6' HILTI TUFDNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. raw n nnuai r_nrnnnn ncrAu #5 REINF. 2W MIN. LAP .BAR q #3 OR#4 REINFORCING 1J� BAR R• #Aft 44 1 AP SPLICE 5- MIN. LAP #5 STD: 90° HOOK #5 REINFORCING BAR #5 LAP CPI IC.F SCALE:1".1'O' _ 36' MIN. LAP �. T 06 REINFORCING BAR * GRADE 40 U.N.O. #61 AP SPLICE MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING #_ROWS 2x4 1/4"%21A- 12'O.C. 1 2 x 6 1/4' X 2a/4" 12" 0.0. 2 2 x 8 1/4" X 29A" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. �PRECASE___ w LINTEL w I � (2) 2X P.T. i BUCKS W/ ; 1/2' O.S.B. BETWEEN i FASTEN PT NAILER TO MASONRY i IF DOUBLE 2X NAILER 13 USED, USE 1/4"X 4 1/2" TAPCONS, SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. O GRAVITY & UPLIFT LOAD STANDARD LINTELS O O U ALL ELEVATIONS HURRICANE ANCHORS (TYP.) — 9 gjYiCq iT TCp FMM. NRSOp I eiR CAeGTron ne c.Avnv Worron PawroRcmn n.eva'AFru,>L rRwinm w tma rciwu) s"*wwiwt uentx TYPE OE'81CaNATICN �F.TLLLFJ Wmi eRQlr JJ. WIRIJ3L GWNT'r K g gp9<R ii am•pn w uxm. c4vix 811'F161r-IS/IT1r xOrnxiL woM -A J LaWNTTi W b HLMMAL ItlOM R!BiR i*'OP MATERIALS 1. f'c precast lintels = 3600 psi. 2. f'c prestressed lintels=6000 psi 3. To grout= 30DO Psi W/ maximum 3/8' aggregate. 4. Concrete masonry unfls (CMU) pet ASTM C90 w/ mlNmum net area compressive - Origin - 1900 Pal. 5. Reber provided in pre-set lintel Per ASTM A615 GRGO. 6. Field tabor per ASTM A615 GR40 of GRUB. Prestressing strand Per ASTM A416 grade 2'/0 low reiaxetion. 7. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M a S. GENERAL NOTES 1. Provbie full mortar head and bed Juinis. 2. Shore filled notes es rawn d. 3. Installation of IImel must comply Whh toe for httestura'. end/oretracLVAIdmvn,gs. 4. Untels me menumatured with 5-1/2' long notches M the arde be accommodate vertical cell reinforcing and grouting. 5. All IInnalb meat ot exceed L/360 vehloal deflection, except finials 17'.4" and longer 0h a nominal heCht of 8' meet or exceed L/180. S. Bottom field added tabor to be located at the bottom of the Intel Cavity. T. 7/32- diameter wire Mlrups are "Wed to Me bottom steel far mechanical anchorage. B. CastlmPJace concrete mew be provided In composite lIntel In Ilea of concrete masorry units. 9. Sofa bad ratings based on rational dea'gn anaiy9Ls par ACI 318 and ACI 530 10.Untel nan. depths are wiled out on Intel plan. If coalmotar irstalls a deeper tdel than Indicated on the plan, ddhg this Increases the stter41h of the limel d Is epp. wltha engineering letter. if a amalier line Is Installed named FOR for approval. SAFE LOAD TABLE NOTES 1. All vaWea based an minimum 4" healing, Exception: Safe bade far Unfilled lintels moat be retlJced W 20%if bwdrg length Is less Nan 6&1/2". Safe loads for all recessed lintels ahead on 8" nominal paadng. 2. N.R. - Not Ratad. S. Safe loads am :atai superimposed pllmeable lead on the section specined. 4. Safe loads based on grade 40 or grade 60 field mbar. S. AddWool l lateral load QaPW1y can Oe Modred by ale designer by providing action of reinforced Instantly above the protest llmel. 6. One #7 racer may be st oMhUted Pit IWo 06 voters In 8' lintels only. 7. The designer may weluste aoncentmted loads from the fiefs load tables by aMouiadra: One madmum raslsting torment and shear at decay from the Two of support S. Far composite lintel heights not shown, use safe load from next Icwer height. 9. All safe loads In traits of powds per threat few,. — PRECAST'U"LINTEL W/3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP of WALL LINTEL SCHEDULE FOR. REQUIRED REINFORCEMENT B R 10" STD. 90 HOOK HOOK e(. E r :• • err.or in % Ile a 7 uZ i-n Q REBAR ON BOTH SIDES STD. 90 DEGREE ` ANGLE 3100 P.S.I.CONC. OF OPENING U.N.O. W/1 #5 DIA. REBAR TYP. BOND BEAM S" x 8' x IA" K.O. PROVIDE KNOCK -OUT LINTEL BLDCK BLOCK FOR FIRST RLL W/3000 P.S.I. COMPLETE CMU COURSE CONC. W/1 #5 GIA. BELOW SILL& FILL SOLD REBAR W/ (1) #S BAR FOR ALL WINDOW OPENINGS SW AND LARGE INDICATES FILLED e' x a" 116 CMU U.N.O. CELL FROM FTG. TO BEAM WITH 1 #5 . BAR MIN. SEE F SEE FOUNDATION FOR L PLAN MS01 BLOCK WALL REINFORCEMENT oil .. E'l® �i N.T.S. 0 TO Lu Lu <��� . • •FLOP; FS S I wA wee ��II1i111 gg°�� a C i � m g 3 teNpi 0000 W 00 1- Lo$r��3 jyQ� N 4k J�J 4k 6m� �(pNC nB W 0. cob a Q c c ;Y ��Lr W N N € €e pJ a z 3 I-2 ?®S S'G ���N•yW m OJ a ° Ike p 22$ Z s ° .� WWW.FD3ENG.COM ❑ ❑ ❑ 0 Z < . Q D i rL s _ Z r— m � W C v W U —1OfE W L E pm0 » xS N 0 U�0 �Im ® DAMS'I HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: O Z ei O LID N uj a rH 3 P _j a) m � a Q J LD o J 00 Ui tI) LO Model Name J Number: 1820 VT Plan Issue Date: Monday, May 17, 2021 V KA PROJECT NUMBER: 21-4884 Sheet: Of: LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) Yz'x5" EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. a OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X All- 1 1/2" STEEL LAG BOLT ` W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W! #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o SECTIONAL @ OVERHEAD DOOR COO P.T. #2 t`e1111rrngo/ WOOD SYP 2" X 6" �� r n TRIM o :? : •r.. .,NN% l-fl` 2"x6" P.T. WOOD JAMB n .'' • • e NO Nt W a OI DOOR AND CONNECTION PER �: t�l GARAGE DOOR MANUFACTURER q GARAGE SLAB o'•, �n y oio TYP. GARAGE DOOR 9o• LOV• TRACK MOUNTING DETAIL p NOTE: DETAIL CD22 / 3-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. N ffi_gpqpffiQy� N (D Lo co m r 9 U ppf8pp`V`ctH J J J •�'��w yNNm LL LL 4L s8�•A� W�Ni—C W N O BLOWN -IN R-30 INSULATION PER FBC - a 3 " d w `n AND ENERGY FORM SUBMITTED WITH s ? O PERMIT APPLICATION PROVIDE BAFFLES " 5 BLOWN -IN R•30INSULATION PER 12 AT EAVES (FOR VENTED ATTICS) r N Z III m d m FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES IO ° @ E 0 0 " -' va7 0 ! 12 WITH PERMIT APPLICATION SEE PLAN APPROVED $ 9 Z p TILE ROOF (PER ELEVATION) +a PROVIDE BAFFLES AT EAVES PEROVEFBCR 905.1.1 OVER APAMENT «g Nis W in SEE PLAN (FOR VENTED ATTICS) PRE ENGINEERED WOOD 9 A w .rosencLDN ROOF SHEATHING - SEE SCHEDULE- -FIBERGLASS @ 24 O.0 RSH - ON FRAMING SHT. FOR —RBERGLASS SHINGLES OR � ) TILE ROOF (PER ELEVATION) SHTG & FASTENERS. 2!OVER APPOVED UNDERLAYMEW m g PER FBCR SHEATHING OVER SAPACHEDULE- , TRUSS ANCHOR (SEE PLAN) ` Z N N PRE-ENG. W000 ROOF SHEATHING -SEE SCHEDULE- _ _ _ SEE PLAN FOR Q [RSHI - ON FRAMING SHT. FOR ERG. HT. TRUSSES @ 24" O.C. ! •.. • o_ SHT'G &FASTENERS. 1/2" DRYWALL - - FELT PAPER OR • ° Z r TRUSS ANCHOR (SEE PLAN) ETAL DRIP EDGE TO BE INSTALLED ON OUTSIDE 3/q" P.T. NAILER 2X SUBFASCIA a FACE TRUSS PLATE •'.r (TYP.) FRAME FOR BUILT-UP M - — - - — - — - — - 1/Z" DRYWALL SOFFIT. SEE ARCH, CORNERS min (3) 2x4 OR �1 w -��- PLANS 4x4 w/ 2x4 POST UNDER EA 16 0 0 t METAL DRIP EDGE CURTAIN NAILER r, 8 x a x 16 K.D. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. O n NAILED w 8d NAILS @ 6 1/z" DRYWALL 1 x 4 P.T. @ WINDOWS A LINTEL BLOCK KEEP IN 3/4" FOR SHEATHING / " � V) c d CONNECT ALL 2x STUD 1 x 8 P.T. @ S.G.D. X OA W/ (1) #S DIA. REBAR & AND LATH WITH FINISH O.C. \// - TO TOP PLATE WITH (4) 2X SUBFASCIA n SEE ELEV. 3000 PSI CONCRETE SOFFIT. SEE ARCH. (TYP.) ALL SIDES / / (TYP.) FRAME FOR COR- U - v e 16d TOENAILS PRECAST "U" LINTEL w / UO �� Vo \� \ NERS FOR NON LOAD $ 6 "l PLANS SEE SCHEDULE BEARING SIDES NAILED 1/2" DRYWALL _ v / �p, °° °, °° V. N r m SEE PLAN FOR HEADER SIZE < p0 v° �• w/ 16d NAILS @ 8" O.C. c v r r�11 'J \ Op / \ ) / 15/32" OSS EXPOSURE 1 ON \\ / ' DprtON 1/2" X 8" J-BOLTS \ \ / / '! j D.H. ExT, WALL w/ ALL EDGES BLOCKED. (1) CENTERED EA. / (TYP.)4 COURSE HIGH A.F.F. DAMS HOMES CMU BASE FILLED w/ CONIC 1 MAXIMUM BELOW T - 2X PLATES MAYBE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. �, SI DE W/2" WASH ERS ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 314' w/ (4) VERTICAL RENF W/ PLY ATTACHED W/ (2) ROWS OF 16d NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. (TYP-) ) HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. ALL BEDROOM WINDOWS. �^, REBAR W/ 3000 PSI H CONC. oFcoLumN 3000GULFBREEZEPARKWAY ONC.ALLLOCATIONS PLAN A FLORIDA 32563 •", SHOWN ON FOUNDATION RE -VIEWED FOR GULFBDIVISION LOCATION: VINYL FRAMED WINDOW W/ SCREEN u &BOOR PLANS fl (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN r PORT ST. LUCI E EXTERIOR WOOD WALLS. IF NO P SIMPSON LSTA30 SEE FLOOR PLAN CODE CONdlPLIANICE OPENINGS ARE INDICATED, FULL i w/11-10d TO BEAM FOR BEAM SPEC. ST. LUCIE COUNTY V1 Job Information: STUDS ARE REQUIRED). & TO FRAME BELOW BOCC NOTE: 44" MAX. SILL MGT. ON ALL BEDROOM WINDOWS. ' VINYL FRAMED WINDOW q W/SCREEN WINDOW STOOL CEMENTITIOUS DECORATIVE PERK H PRECAST CONIC SILL ' FINISH 7/8" THICK PER ASTM a O C-926-98A PAPER BACKED FOIL RA.1 u ' INSULATION AT CMU BLOCK WALL i L_ 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM 1 j— i 1 2" DRYWALL MORE INFORMATION). SEE T613 SUBMITTED WITH PERMIT EXTERIOR FINISH - (SEE ELEVATIONS) / ON SHEET 6 APPLICATION FOR NAILING INFORMATION FOR FTG DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING uj ;n R-13 INSULATION AT EXTERIOR WALL SHEATHING. ��\\ 17" IN CONCRETE - 25" C C C d WOOD FRAME WALL PER FBC P.T.2X #2 SYP. BASE PLATE 1 x 4 P.T. EXTEND (ACI 530) ABOVE FILE �` COP > p 0 d AND ENERGY FORM SUBMITTED w/ i/2 X 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al , Al BUILT-UP CORNER MIN (3) 2x4 r � i WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN J a� WITH PERMIT APPLICATION HD) w/2" WASHER ATEE O.C. POST OR 4x4 POST w/ 2X4 UNDER WOOD BASE MIN. 6" FROM END -SEE W507 SEE FOUNDATION PLAN FOR i i t , FOR TERMITE SHIELD EACH END OF BEAM 0 _j U m '4 � SEE FOUNDATION PLAN. _ - SLAB INFORMATION TOP OF SLAB I-L , i Lo LL •FOR SLAB INFORMATION TOP OFSLAB — ' �I NOTE: 2 X 4 P.T. PLATE Q J w 0 �1 0 k 5 BOTTOM STRAPS MUST BE �a � J m - — - - — TOP - — -- �— iF it iF 3t K ,ii . T' •� INSTALLED ON INSIDE OF V1 Model Name /Number: bo GRADE COLUMN. DO NOT BEND -" T GRADE c STRAPS UNDER PLATE. °,4° "aQ g^�a ° ° 1820 1 PLACE STRAPS IN FILL ° CLEAN - 'SEE PLAN FOR ry ° \ ��� 3 CELLS w/#5 REBAR (TYPJ4 COURSE HIGH CMU BASE ♦ Plan Issue Date: COMPACTED° : RE -BAR QUANTITIES FILLED w/ CONC - SEE PLAN FOR FILL + . -� c' „ �' . ' Monday, May 17, 2021 SIZE. TOP OF COLUMN BASE - SEE PLAN 2'-0" AFF ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE FOUNDATION 16" FOR FTG REQUIREMENTS PLAN 21-4884 NOTE DETAIL 01521 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of. DETAIL -UNLESS NOTED OTHERWISE F­7- CAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" WS01 TYPICAL WALL SECTION - 81, CMU 3/4"=1•-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING WS02 TYPI DETAILS ' STRUCTURAL L �I r SHEATHING CLIP EACH TRUSS i (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE - EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE T313 ON , SHEET6 STUD ANCHORING: STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF - (WHEN EXTERIOR WALL IS ; AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. ' STUD TO SOT PLATE: SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO WITH BLOCK FACE BE FLUSH ,�atilae0 ITO,rf t t 8" CMU WALL tee' �4 tv^s ee i p WF21 KNEEWALL @ ENTRY FRONT WALL 3/4" - r.o" J ° jao LU LIJ � b PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT rie L O `e 2 ROWS 12d@ rr �it fiSSIQN TOP PLATE ATTACH W/ 3" O.C.tt (2) 12d NAILS O.C. OUBLE 2x4 (SOLID BLOCK W/ 2x6) TOP PLATE ,\ \\ STRUCTURAL SHEATHING 48+ 7/16" MIN. NAILED W/ 8d Tjjj 0 COMMONS @ 3" O.C. @ 2x4 STUD A( ` EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE ` BOTTOM OF FALSE BEAM OUBLE 2x8 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR �� �` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD �� I ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �� ��\ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING �� ` TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 \I `�\ *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS 2x4 w/ 2 ROWS OF o j `� `� ) 12d NAILS @ 3" O.C.' tll m ,M. ` Z TOP PLATE TRANSITION HMPSO 1— WOOD BEAM SEE € L u5 8 W ro PLAN FOR SIZE SIMPSON HUC410 OR (2) m = • F PIPE OR DUCT w UBLE 121 ' �I .� Lu Q / TO BUILT-UP COLUMN m + +I lil PENETRATION THRU TOP SPLICE DW?�m I+ +I = J (3) SUPPORT COLUMN 3UILT-UP OR 4x4 W/ (2) 10d MIN, L m o w W Y 1? THAN 50%OF TOP REROWS ' ' a it '10 2X TOP PLATE TO rJ zo PLATE WIDTH INSTALL @ 3" 0 C 2d j ^ NAILS @ 8" O.C. EACH PLY 8 g LL s" �, © 3 ? n: 3 GABLE END W/ 16d R 5- SIMPSON PSPN516Z 1 , (SHOWN AS 4 x 4) A s� Z i 4 a NAILS @ 6" O.C. a , ' 2 SIMPSON HETA20's F m ` fI . o ~ I w/ (12) 16d NAILS TYP. ,, O s W M "A m X¢ 0 J J .- w/(1Z)-16d EA. TO COL. W ��� m -' TOP & BOTT. 4! '• ', d- m +'�*I ALT: (2) MSTAM36 STRAPS s a °' Z ,�" e NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TYPICAL BLOCK CENTERED w/ (13)-lOd NAILS Z T IR 11 0 "Y 3 0- In 0 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL `ir Ea TO COL. $; v 2 a 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ �*, TIE BEAM e ¢ , " �4 W U J V) W/ SINGLE BASE & TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO WWW.RJSEKG.COM ❑ El ❑ PLATE W/ PLYWOOD TOP PLATE Wj 8d 2 1/2" x 0.131 NAILS * � SHEATHING NOT REQ'D. WHEN QT SYSTEM IS APPLIED (9 COVERING NOTE: o PLATE LENGTHS MUST IC AT Q w LEAST 8'A" LONG. TYPICAL '/'yi',/lj J N GE15 FALSE BEAM AT GABLE END N.rs. [KFJ.7 TOP PLATE SPLICE DETAIL 3/4" rV CDO4 BEAM CUP RAISED ENTRY MASONRY WALL N^r^s. a z — J 2x8 SYP #2 � o TOP &BOTTOM N m ATTACHED W/ 0O w (1) ROW 16d 2x6 SYP. #2 _ ro ° w NAILS C� 16 O.C. RIPPED U = E -N W W L 0 F ITT L BOX HEADER DETAIL am c V)�a �o 1^ 1'h' Loa r N * CRIPPLES MAY/MAY NOT BE PRESENT. < N o m 4 m IF ONLY (1) KING 7/16" 0.5.6. VERIFY HEADER ELEVATION JACK USED AT EA. SIDE Q EA EACH SIDE OF 2X BLK'G. OPENING G.C. TO W 2 -8d INSTALL (3) TITEN HD. EA. END EA. END x4 LAMINATIONSW/(1.) (z) I-AMIKATIONSSTAGGERED 6LAMINATIONS (2) 5/8" X8" EQUALY SPACED ROW ROW OF STAGGERED 10tl F6 ROWS OF ROWS OF STAGGERED l6tl ROWS OF ROWS OF STAGGERED 16tl 6 COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148^, L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D®0.162",L"31/9")OR EQLAL (ONE INTO EACH OUTSIDE FACE) (D=0.162".L=31/2°)OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING SIZE 2 X 4 WALL 1 2 X 6 WALL JACKS EA END KINGS EA END JACKS EA END KINGS EA END LESS THAN 4' 1) (21 (1 (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR DAMS HOMES NAILED 0 TOP PLATES, hz wwwnlw�nw�nun� HEADER &JACK FLORIDA CONTRACTORS UCENSENO.CRC1330146 N0. &SIZE OF HEADER SIZE RAFTERTIEs 3000 GULFBREEZE PARKWAY &GRADE EACH END GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE - NDTFR• CONNECTOR REQUIRED REVIEWED F' 11 ADIACENT ESIDENAILS ARE DRIVEN FMN. 3)FOR 4PLY. EQUAL PROVIDE A. xHOWN LAG PORT ST. LUCIE OPPOSITE SIDE OF rRAT TE A COLUMN. SCREWS O NOS SSEC ION 15 AS SHOWN FOR 3PLY) (3) 16d SEE PLAN �a a) ALL NAILS THE THICKNESS OF THETLEAST 31C LASTT LAMINA7DION. 4) REFER ADDITIONAL INFO. SECTION 16.3 MR SP4 AT 2X CRIPPLES @16"O.C. SEE SCHEDULE CODE COMPLIANCE COMMON FOR WLL ♦ Job Information: 24" O.C. NAI LS(TYP) W/ SIMPSON SP2 TYP. WF37 TYPICAL COLUMNS DETAILS N.T.S. HGr• TOP AND BOTTOM T. Ll1GIE CC�IJt¢TY 2-ROWS 12d NAILS - STAGGERED @ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) :r. F.F. OVERHANG a: •Y• CMU A: lop FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" M-MGM ® ® ® . PER BCA• I ii �i PszwooMl ♦ �1%��/ • C .• �;.p�fd • • • • • %��jl� Ili r(:' .�TOENAILS �I EACH • ! CONTINUOUS B• ! ©ATTACHED TO . • :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• ROUND/ SQUARE• - BOX HEADER -EACH END 12" EACH U®VC * WHEN STUD LENGTH 15 LESS THAN 12" USE FACEE OR 3-ROWS 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12' 0/C FOR 2 x 10 - STUD WRAPPED OVER OR GREATER HEADER O TOP PLATE &NAILED TO HEADER EACH SIDE FILL ALL HOLES IN STRAP DOUBLE 2 x #2 S.Y.P. HEADER W/ o e4 1/2" FLITCH PLATE - O lOd NAILS @ HEADER. (U.N.O.) U j m 8" O/C TYP. vI 0m FILLING AND BLOCKING AS zr � 0 DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS Z O. TYPICAL (U.N.OJ - NLESS FILE C.°, O J W ZD NOTED OTHERWISE 4' tt J CO (n v) 2 x 4 STUDS TYP. ♦ Model Name/ Number: SIMPSON HTT4 W/ (18) 1820 CMU 16d NAILS & A 5/8" EXPANSION ANCHOR ♦ Plan issue Date: W/ 6" EMBEDMENT U.N.O. Monday, May 17, 2021 00 �Nl4 OR 8 1/2" AT GARAGE 'GR IF HOLD DOWN CONNECTIONS STEP DOWN ♦ KA PROJECT NUMBER: NOT REQUIRED @ BEARING C P.T. DOT. PLATE NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. _ WINDOW OR DOOR OPN'G WALLS WITHOUT UPLIFT 21-4884 Sheet: S w Of: MS18 RETROFIT WALL OVERHANG DETAIL N.Ts. WF39 TRANSOM DETAIL AT ENTRY 1/2"=rD" �F09 WALL HEADER DETAIL N.T.S. _ TYPICAL WALL DETAILS 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ " *DIAGONAL SPACED AT 20'-0" O.C. MAX (2)16D NAILS EA. END. SEE IRSH) 7 SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF 9" 2X4 #2 SYP TO BE LESS THAN (MIN. FIRST 4 BAYS) BLWG @ 16' O.C. OR EQUAL TO 45° -' + a ' , 8d NAILS @ 4" O.C: F > 9" CONT. 2X4 #2 SYP W/ (2) ' MINIMUM 2"x4" - X 0.131 @ 8" O.C. EA. SIDE CROSS BRACING ";,.-- WALL AND ROOF WALL ' (SEE PLAN FOR - ,.,.ei SHEATHING SEE TB13 LOCATION) r ` a'•'' BLOCKING y ' �_ FOR SPECIFICATIONS , a' 2x4 SYP L BRACE FOR 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. APPROX. 8" FT2�M RIDGE 2x6 SYP BRACE FOR THEN 48" O.C. AFTE NAIL w66 GABLES 6'-0" AND TALLER. GROSSING AT 45F" ADNGLE. ATTACH L BRACE W/ (NOT REQ'D WHEN GABLE IS 12d NAILS @ 4" O.C. 4 -1" OR SHORTER) FASTEN (1) SAFRO BRACECONNABLE TRUSS CONT 2x4 SYP OR SPF SPANNING (4) DIAGONAL BLLPLATE w/ 10d @ 3" O.C. TRUSS BAYS (8'-0") NAILED (3) 12d _ w/ 3.12d TO CHORD (MIN LOCK/PLATNAIL GABLE TRUSS ��TO 1ST 4 BAYS) TOP PLATE w/ PER JOINT _ _ 16d NAILS @ 4" D.C. YS 1/2"x8" ANCHOR BOLT CONTINUOUS LATERAL BRACING- , s-4 B O.C. MIN. 2x4 SYP SPF BLOCKING AT NAIL OVER X-BRACE AS SHOWN- N BETWEEN TRUSSES .@ 48" KNOCK OUT COURSE KNOCK CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR FOR NAILING SYP w/ (3)12d @ EACH O.C. MAX. FASTEN TO EA. TRUSS w/ 3-12d NAIL E p MASONRY WALL TRUSS WEB ROOF SHEATHING, SEE FOR ATTACHMENT NAIL TOP OF "T" TO GABLE4OFT' TTIpI� TRUSS w/ 2-12d AND 1'TBi3 OVER JACK TRUSSES, SEE SIMPSON H8w/ 10-iodxi1/2" NAILSPLAN. TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON @ 48" D.C. w/ 81/4"x11/2" SDS WOOD SCREWS GABLE NBLOCKING w/ 2.12d TOENAILS 77 ,�oa yh° 0\' R :`IQ••'0 "' S E G io ��� PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d 'v 8 * CENTER LINE OF HIP/RIDGE, TYP. FRAMED' WALL OR BEAM AND I.-SIMPSON HS w/ SEE J f o N •. BETWEEN TRUSSES W/ (2) 12D BELOW, PLAN. 10d x 1 1/2" NAILS -'� i UJ CHORtiACHEND roTRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE +I:: :z 5�.. �'- ` p0. L. 0?'. A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. r% - ssIO , WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP nun4TTt � A TRUCTURAL ----- PACE G.T. SHEATHING o ADD 2X4 ALONGSIDE IPPED 2X4 SYP #2 TOP CHORD WHEN REQ'ID TOT P CHORD NAILOF TO PREVENT SHEATHING G ACK - - OF USS W/ X RUSSE 12d NAILS @ 6" O.C. SPAN FROM EXCEEDING IP MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS AT 12" O.C. MAX ja MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR SROOF HEATHING SYP TRUSS BRACING n SEE *SPACED AT 10'-0" MAX 0 I• do PLAN I— p p� Jx a 4E g g a N� :w J O„ 0 LL LL LL 2X4BLOCKING� BETCWEENT-TRUSSES HIP TRUSS 5 Q c LL� w vi 4 _ Esg 6 ppCC$ �° lu8m it o W € N��- m m TB03 HIP /RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL TYP ( ) N.T.S. €���€ J N a�5 c ❑ ❑ ❑ a° u .FDSEND.COM ID Z — O Cqy z � 4 TRUSS NOTES: a 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIRPI-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND z BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT N M IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED 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 RJ ANY ONE AREA THEY SHALL BE SPREAD OUT y Lu N TO AVOID OVERLOADING ANY ONE TRUSS._ EVENLY OVER A LARGE AREA SO AS 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL BRACES AT 20'-0" O.C. MAXIMUM. O LATERAL BRACING SPECIFIED By TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL - 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD SPACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 0 w E ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING ATALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. M �. CN E SEE TYP. TRUSS BLOCKING DETAILS ,y s CN y. SHEATHING dp ap d . • " 3T04TRU55 x4 AS SHOWN .. �pp.y C W KY AER LTNATE Q N ti TRUSS SPACES DIRECTION A DArAS HOMES II R__TRUsS1 VERTICAL SCAB 2X6 #2 SPF 48" O.C. (2� NAILS W/ (4)12d TOP & BOTTOM OR H5 SEESEC ON TRUSS TO BUSS P FLORIDA CONTRACTORS LICENSE N0. CRC1330146 IN PLACE OF (4) E.R a OR REQUIRED REQUIRED @RAFTERS GREATER THAN 8'-0' 3000 GULFBREEZE PARKWAY •" ••• SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN DUBLE TOP DOUBLE G. PRE-ENTRUSS PL1TE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS VARIES W RooF DIVISION LOCATION: SLOPE PORT ST. LUCIE "2x STUD WALL SEE PLAN ♦ Job Information: \ / / REVIEWED FOR CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ / \ \ / 2X4 SPF BLOCKING BETWEEN TRUSSES CODE COMPLIANCE (4)12d WHEN R LANDS SPF 48^ O.C. W/ (4)12d NEXT TO PRE-ENG. TRUSS 2x8 gLKING. NAILED ®EACH TOP & BOTTOM OR. HS OR HCLR/LL IN PLACE 'OF(4) 12d \ \ @ 48" O.C. MAX. \ / / SAT L LUCIE COUNTYREQUIRED SIDE.w/(3) 12d NAILS WHEN w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER \ \ \ / a THAN S.,o., F BRACE \ / t'+ BOCCUL \ @ 48" C. NAIL w/(4) \ — — COLLAR TIE \ 12d AT EACH END & EVERY and -(- RAFTER \ \ ALTERNATE DIRECTION SHEATHI \ \ \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) .. i . 14 C TRUSSES W/ (2) 12tl NAILS 0EACH END: CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X31/2" / TRUS/ / PLANLij L0 01 � DB WOOD SCREW EACH TRUSS / SEE � g, M ALTERNATING BLOCKMG OR H5 0 48" O.C. / / � g O PRE-ENG. TRUSS \ / / ,. CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING - CHORD AT ALL HAND FRAMED AREAS TYP. \ FILE COPY z m SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ ® J LIJ b MP4) @ \ \ J �U) U' 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD NAILS 40 AT GON WOOD 2XS #2 SYP RIDGE BEAM' , - TRUSSES W/ (2y12tl D 2'-O" ON CENTER \ \. / / 2X4 SPF BLOCKING \ h / - ♦ Model Name/ Number: EACH END MAX .TRUSS E 2A RAFTERS 02•-0"O.C! BETWEEN TRUSSES MAX. w/ (3) 12d COMMON \ @ 24" QC. MAX.W/ WALL BELOW TOENAILS TO RIDGE BEAM RAFTERS L(3 / •\ (3)12d EA. END (TYP.) 1820 (SEE PLANS FOR TYPE) 42X4 FT ® -0' O.CRM WSI )10 SEE PLAN ♦ Plan Issue Date: CONC. MASONRY COMMON TOE NAILS TO I JDGE BEAM —" — 2X4 CONT. AT STEEL OR WOOD Monday, May 17, 2021 T & B CHORD BEARING SUPPORT 12" SPACE TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE ♦ KAPROJECTNUMBER: INFORMATION SHEATHING 21-4884 2x4 S.Y.P. Sheer:: 0f: @ 16" O.C. �., ROOF FRAMING TBO6 BLOCKING AND CONVENTIONAL FRAME DETAILS - TS' TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S.] AND BRACING DETAILS f !B THERMA-TRU INSTALLATION������ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#$ and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE 6„ 6„ SINGLE DOOR SINGLE DOOR W SIDELITE r„ 6" IT b'. 3" .3x 3hh 3" 3" III - - - III f I In 3" 3" 3" 6 6' fin DOUBLE DOOR W/ SIDELITES pA IE n V. 6, SPACE EVENLY 3" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 10-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA" CONCRETE FILLED PVC. PIPE. TOP OF SLAB 00 � I°.Ilooll° I fIPA r I 0 o d oI 0 z 16" MIN. DIAMETER ° " I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. "I 3" SPACE EVENLY N SEA NAIL SHINGLES Wf 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. .'ree Rake 1¢ �1 tad 1� 7°backfrom Mrrt.mSayre valley oentartme SHINGLE INSTALLATION IDE U GUIDE, ROOFCRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS EXTER. WALL FINISH AND EXTENDING A MINIMUM OF G" ABOVE S" X S" H GALV, VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING COM. AT HNEEWALL _ T ENTRY PLASTER ST SEALANT ROOF SHINGLES F' X B" H GALV. FLASHING jl��SOHNZ FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" •'''^ x 3 1/211 PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT r7 BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS =• 1/2" DRYWALL FLAT HO. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH o 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 t 1/2e MIN, EWbMENT 2X W00b FRAME — I WDa SCREW 8Y OTHERS, �146 4 • �1t.41�{A{A{AeA{Alk � 6 O.A. WIZNDOW S HErGI4T TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S ALSHAAIE I OF 12M ON Wsimum PaaererSpadtg (James, Head arN SIII) as wo Saev4 Mounting Fm' Bftft Axed view YWrtw Or Wall Framing: #2Spruo•JNne(Fp Or Sesser p10 z1.1/2 Sae Minimum Penetration sad 1-3/8- Crass Section V iew Eaerior Sheathing amuse Vr me variation /n codes and bulldingtype, It Is/a&up to the and user to detemNne the properinstabatlan of these Items LEAVE THE 811e0LE WRAP Opt Before Immil g your Wmdow, the Nicole wrap may be peeled fuck for Inspection, but please re stick the wrap W pt W the Mocks from strwhis; and ~ damage until construction is complete. Sbp1 Measure in besom buy opering is 3/8•to1/F' pages San the wIndmv slot both vertically and horizontally. ' You may wish to preddll 7a irhaallation Mks in the fin at this lime, plamagasof the EZE&w holes in the mounting, do as OW are not rycesserw ipamd Step Apply a generous bead of 9licmero the backside of the mopnig An. Use eMu9h Miome le suFickndy AN all molds becveen the An and the wag sheathi . Step 3 Insert the wndow Into the opening from tee outside. The Wndmv is kbekd "Inslde" and "audde-, buts these labels have been removed, the bead should Akers be to the Inside of the building. RW 4 irEtall shims under the sill, adjusting than used the uM is plumb In the opening. SNms should be Installed under the all every 2 fee. The wIntlnvs should be basically centered in is opening With no more than 114" gap batween the window and wall ftwdki Snp s brand a#10x 1712"soew 4" from the caner of the fin a each end of the head, sill and both Parts. Step hstall the remaining fastere-sm8- increments from the over saaws to the center of each frame ncember. Use are rat to tier. lighten the saes and pull them through the An. Also, make sure the strays go in straight and do not mum the frame to bow. Wall framing should be a minimum of #2 SpruoeJPine/F-x. Fasteners sMWd be#10 satins of sufficient length toadhleve 1-3/9' enelretal Ito the wal and no less than12"from .edge of fiaml Fastener ahtt6 needed in each side of Fame to wine" Gownut Ihlgtt M Famehklher I 20" i6 i 2S• 34" 4P SO" S8 66 34" 82" 90" 98" Number of Fastelhers 3 3 4 S 6 7 8 9 10 13 1 12 1 13 Step 7 Remove sites slIkohe -squeasur our from around the An and Inspect for holes or wlds. Use sliimbe to fill any molds. Step B if assured, a foam Insulation an be applied to the interior gap bemew to window and wall framing. If applied, P*must be the NONEXPANOING MIE FOAM. 5Mp 9 Since themwIndows am typically used In roemsw8h high mdsture, le; betuoome, ft Is raconmehded that the Interior gap behmen the window and wall framing also be sealed wfth alkone amid tooled w as not to Interfere wen die installation of wallboard, the or Rim. Step 10 Once all cautrp[ton Is complete, rmloere the bubble whap from the Inside and outside of the window. If necessary, clean the Males mba mild detergent and warm waer using asoft loth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: 1st Choice COUNTY APP. IKO Industrues, Ltd Cam dge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADS Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINRED RING SHANK ROOFING NAIL, FL21580.1 R-2 COUNTY APP. f I c. "0 e OM EDGE A " D.C.TYPICAL M. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING AMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH FL16546.8 2nd Choice 53W5 (5)1/2" DIA. x 8" "J" BOLTS +30 0/ 32 0 CLOPAY FL15279.84 8x7 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. BERG SS DOOR ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16- X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12"O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) FL FL +67.0/-67.0 THERMA TRU�ORP. FIBERGLASS DOOR SOLID FIBERGLASS DR 2nd Choice PLAST PRO ALL ONE LITE SERIES Sidelights PLAT PRO D SlidingDoors: MI WINDOWS & DOORS SERIES 420 SGD - .�. ♦re�re ��vc........... JV * ILL . Oy R 01, r,- 0 L O a �Q,T r3S �Os►��� g 9 c m t w ti � � °ti° $ E�' LTg rn 9.T z w G r7i " FA M F W a Ipaimgs` an Oa 4 ui Y Z 6 D6 i z o a1flg 3 0 YY11 & m I Ww�m m -j J gg Z a S h°-S �'H VAYYJ.FDSEHG.COM ❑ ❑ ❑ LED CL z p � z cm �O z fa J N' a CM (jam Z I— illl I.I, cO At (Do Wcv- !G i ' F L 00 � I . OD i;000 FL20461A I 1 wy i�\VAlna7 Irow A FL15215.2 FL20461.2 FLORIDA CONTRACTORS LICENSE NO, CRCIS30146 ' FL15215.2 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Fl153324 DIVISION LOCATION: --- 1st Choice 1 AI m. Inn r �'+�a CODE PORT ST. LUCIE SERIES 440 SGID n MI WINDOWS & DOORS Alum, reinforced FL15332.12 Information: . LUCiL. a,,Job Windows: Choice +40/-50 MI WINDOWS 3540 SERIES Twln SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON 9 1st Si le Hu (fin) ANCHOR WITH MIN, 14A" EMBED. TO ALL FACTORY DESIGNATIONS NTH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 08 SCREWS 3500 SERIES +40/-50 MI WINDOWS Single Hun flange OF INSTALLT LTH. TO PROVIDE 5/8" MIN. ENASED. ATION TLON THROUGH 2x BUCK USE #8 WOOD SO WOODEW BUCK. FL 17894.2 3540 SERIES +b0.0/-50.0 MI WINDOWS Hung SUFFIENT LENGTH TO ACHIEVE Ilk' INCH MINIMUM EMBEDMENT FL17678.2 Single (fin) IN WOOD SUBSTRATE. O 3500 SERIES Singl FL17894.4 MI WINDOWS Hung (finless) frame (— Mullions: z C c-I M-1926 "cal FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE a FL 1a504.1 1st Choice MI WINDOWS MWllon 3/16" TAPCON ANCHOR WITH SUFRCI T LENGTH 0ACHIEVEA 1ai I„L,I O U) '>? 0) M-1926 Horizontal MINIMUM EMBEDMENT WITH 1' MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 I'O EDGE DISTANCE ++ d to M �, 4) • • ' • r J N Fixed Glass 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R� 09 1 WITH MIN..1?A EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. MOE Soffit: 1st Ch01Ce +66.0/-71.6 KAYCAN LTD Standard vinyl stapet o on center in dlrgotlon Plygem / Vartform I Prygem Double 5 1 Double 5 standard (vinyl) II " Double 5 standard I standard vin 1 staples solid 144 vented - 45 Hurricane Panels: S OI ce Dade County App. 5H TTER &GLASS Sto m Panels 24 GA, STORM PANELS I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: o_ p —j Lu J M (/) (n Model Name / Number: 6503.4 R5 1820 12194.1 .12194.2 0 Plan Issue Date: Monday, May 17, 2021 16293 R3 V KA PROJECT NUMBER: 21-4884 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) 11 + MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH / RESISTIVE BARRIER & WEATHER RESISTIVE SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER �WEATHER RESISITIVE BARRIER WOOD FRAME CONSTR. TAPE `� EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP • WALL BY 6IN. yaveu",e"w,"nave \WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS I UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: _ 1. Cut, fold up& temporarily secure weethar resistive barrier above header to allow for flashing installation I 2. Self -adhered flashing plus head flashing under weather. resistive barrier -DOOR OUGFi OPENING.: WINDOW UNIT FLASHING REQUIREMENTS 11703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. P R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 3/4'•1' BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 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. THRESHOLD OF DOOR AND RETURN UP JAMB 6T. USE LIQUID NAIL BRAND 0R EQUAL ATHER PROOF CAULKING (0,6 cril : 30.5 cm) -ADHERED FLASHING PRODUCTS DETAILS R703,2 Water -resistive barrier. One layer of No. 15 asphalt felt, tree from holes and breaks, Complying With ASTM 0226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 .SELF 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 SELF -ADHERED FLASHING ///��� EXTERIOR CEMT. FIN. WATER RESISTIVE BARRIERS. ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's installatlon Instructions. The NoAS asphalt felt or other approved water-reslsdvo barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a PER FBC-R (CURRENT EDITION) 703.7.3 described In Sectlon R70:3.L manner to meet the requirements of the exterior wall envelope as SUSPLOOR R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Sectlon R703,2 and, where �.. applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper, The individual layers shall he installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain �---¢ RIM JOIST \J1 BUILDING Refer to the number marked as ®in each detail that corresponds to the numbered items In the list of Instructions below: to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or ER 1 Install self -adhered flashing In order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater 3. Fold weather resistive barrier back over head flashing and r/ seal with tape 'J r, Scale: NTS !' SELF-ADHERED WIN OWING w SELF -ADHERED FLASHING FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER • ` P® EXTERIOR DOOR WITH DECK- SECTION A EXTERIOR SHEATHING EXTERIOR SHEATHING. 3/4"-l" BEAD OF CONSTR- ESTO APPLIED UNDER THRESHOLD / F DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING •.:::.>. COMPATIBILITY SELF ADHERED FLASHING t• (SEE DETAIL WP02) FLASHINSELF-ADHG O SELF- ADHERED FLASHING NAILING FLANGE 1 O z 2 SEAL TOPS OF JOISTS DO NOT FLASHOVER UNDER DECKING BOTTOM NAILING 8 (SEE DETAIL WP07) FLANGE SELF -ADHERED FLASHING SELF-ADIWPO41 EXTERIORHERED FLASHING DOOR WITH DECK HALF ROUND WINDOW F(� SELF -ADHERED FLASHING J DECK PROTECTOR JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD 0 W P07 ERIOR IT. FIN. .DING PAPER PE 1: 12.0 in cm: 30.5 cm) AI\m:l -DING PAPER F-ADHERED FLASHING JDOW UNIT SELF-ADHERI J IYII,Y SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL t AP absorbing layer or designed drainage space:. 2. Install flashing and weather resistive barrier to form water shedding laps 2 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, RFlashing. Approved metal flashing, vinyl flashing, self adhered membranes and mechanically attached flexible - flashing shall be applied shinglo-fashion or in accordance with the manufacturer's instructions. Motel flashing shall be SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be appllod in accordance with the manufacturer's _FW Scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of W P ®2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Selfadhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" X 611 with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTMC1281, RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in ADHESIVE exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of tho ,xxterior wall finish. Approved INSTALL SELF -ADHERED ASPHALT 6. Fold as Shown by amOWS flashing$ shall be installed at the following locations: FLASHING JAMB & HEAD - ADHESIVE 7. Angle of comer may very, adjust folding of the flashing accordingly to fit FLASHING, SEE SELF -ADHERED FLASHING g y ry' 1 g g g y FLANGED WINDOW tight to Comer do d door extend to the surface of the (SEE DETAIL WP01) 8. Mechanically fasten as necessary 1.exterior window and door openings. Flashing at exterior window and d e openings shall ex n SCORED y y exterior wall finish or to the water•reslstive barrier complying with Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed In accordance with one or mom of the following: SELF-FOLDING.SCORE (B EFORE EXTEND MINI FLASHING, '0 RELEASE ADHESIVE AS TE%PosE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the EXTEND A MINIMUM 8" nDRESIVEns SHOWN) 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 OF sloped in such a manner as to direct water to the surface of the exterior wall finish or to MECHANICALLY FASTEN AS the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH Bit the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. P1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/ p,AMA/ 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the intersection of chimneys or other masonry construction with frame or stucco wails, with projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, Woad or metal copings and sills. 826 4. Continuously above all projecting wood trim. 7 5. Where exterior porches, decks or stain; attach to a wall or floor assembly of wood -frame construction. SELF -ADHERED FLASHING G. At wall and roof intersections. WP O5 INSIDE CORNER Y Y PO V 7. At bulk -In gutters. t SELF ADHERED FLASHING PATCH )HERED FLASHING 1 I - 2 5 - FPPLY A LIQUID FLASH TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W P 08 AACCORDANCE WITH TIHE NG MANUFACTURER'S RECOMMENDATIONS, BEFORE FwPog INSTALLATION OF THE BUCKIRECEPTOR. il•lo]rJlmLlml SLOPE 0.3in: ,12.0in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block ' - 1st floor Note: The building paper find metal lath must be installed over the top of the weep screed. WIT' Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Slab / OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block `- Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated nge 7/8" Weep Screed 1 /2" Cementltlous Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becauiked using Vulcum caulk for all REVIEWED F ODE CC)MP'L-I ,T. LUCIE CCU BCCC 1/2" Cement Plaster Finish 21 /2" Perforated Flange 1/2" Weep Screed - Install bottom edge of weep screed 1" below finish floor \ p rTpreryr r \\\ L .✓� ENSCr Uj r $ P S E rr4�t L O R .- ♦ F Sf0NAN' ♦7 ♦Jlfllilttti`. � a c 9 k0 Iqi F � m OD r E12 % Q J asJ =x E 2.5 f� • 0 (i LL 11J y Cp 4 °' $W -1 uni yygg W {{55,, Y yga� m 2;Z m r° B CsBq a afl� 0 o gg rn p. a4 Z r '� IwdW.FD$ENa.COM O z o z g -- z A2 J ¢ � 3 a � Z C4 v-� o y l.J = .a p w2 V Q ky) �uWNE I.� " S 8 00 C �� �140 ¢ NooD A DAM HQM g FLORIDA CONTRACTORS LICENSE NO. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: ci o= LO W d d) to M m o y e-i 3 J:3 ` • N m a J M U5(f) to o VI Model Name / Number: 1820 Plan Issue Date: Monday, May 17, 2021 VI KA PROJECT NUMBER: 21-4884 Sheet: Of: WP WATER PROOF DETAILS 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 5" bath duct to roof or wall cc:) w/ standard 70 cfm bath fan 'k 1IL i r i i -r•csr s R 1 I cm - F. lV I r�ut�iilN i s: _ ,, L' 9�[JFAPfdfd 40 14x8 1 cd 12x12 r F:a, ...... -_- W 14x8 1wcd 190 A'" f� ` I ,MCi•"-vCT.- 4.. tY:ITy:'�n\.yPIY•1,4}'YFM.� bath duct 3, • i • • 77 s srtW standard 70 cfm both fan is 1® t. 1 a . j] I r11 J'.. ` �r a1.f ,.1 a 5" .•.1 ♦! ♦ A* „■ I" �, ME we r 1 : • •• w • ! �WY•P:M[t1Yv1MTA i' = Fl ;.' • ' • • �� � � It• - X12, rag .x•-r:.-arr«++'1�+,+•.vrr.bnrv. +-+rX� .�--<----K��4f:�1�� t IF d A 12x6 1wcd �. 150 3.0 TON W/5KW@240V 1 PH 18x13'plen scale :1/4"=1'0" platform by bldr NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED a° 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 s 3v�a , +moe rast3•m v: � �'_" drA L-;14'ssV•rr ALL CLINIAVONS O ZS LEI O O o U � z U) LLJ I— Z U) RE D oD m w Q oom Zr; Q co O I W m Li > Z AREA CALCULATIONS Lu 3: 1W Qo Q D Q of Tff&uwm�w, . mILJc/)I)o "- z$9 Rating WAL WIL 9A Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.