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Home My WebLink AboutBUILDING PLANTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OFDRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA �� ------ TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 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 SE TION 202 , PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OFTHE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25' LAP PROVIDED EACH WAY, FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE(, WITH RULES 5. 'WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M, WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 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 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE. NEW DOMESTIC DEFORMED BARS FREE ,FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR". REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS. & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. APA PLYWOOD DESIGN SPECIFICATION E30-16 WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PO TIONS OF WOOD 7. HIGH STRENGTHS SET ANCHORING ADHESIVE WAS USED IN THE DESIGN OF PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL-AAF20 FIRST ACTEPOTHE EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "I- OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. ORK 2. ALL AND CONFOM LJTHEITHDRAWINGS FICATIONS ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. EQU REMENTS OF ALSHALL WITH THE FOLLOWING WHERE AIPPLICABLE'N R703.7 EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM 090-014, WITH A MINIMUM NET COMPRESSIVE (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C10 3, OR ASTM C1787 STRENGTH OF 2000 PSI if = 2000 PSI ) 2, MORTAR SHALL BE TYPE 'IS", CONFORMING TO. ASTM C270-14A. AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM 0476-10 WITH A MAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA R703.7.1 LATH. OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED ME1 AL OR WOVEN WIRE 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. WITH 1- ILSC17HA, IN LATH SHALL BE ATTACHED WITH 1-1/2" LONG, it GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE TACHEDIN 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 STAPLES, SPACED WITH ASTM C1GAG N AS OTHERWISE APPROVED WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY . CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 R703.7.2 PLASTER, 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR 1-JOIST*** LL/480 7L/240 *TL MAX 2" UP TO 4OFT SPAN PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED 0 ER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS.THAN TWO COATS WHERE DIRECTLY APPLIED OV R MASONRY, EL CONCRETE, CLAY BRICK, STONE, OR TILE. IF LESS PLASTER SURFACE IS COMPLETELY COVERED B VENEER R OTHER 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. **TL MAX 3/4" *** TL MAX 1/2' FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED ONLY TWO COATS, PROVIDED 1.0. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE. ACI 318.14. TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL 'ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION OF THE TYPES LISTED IN R703.7.2. SHINGLE METAL TILE HEAVY R703.7.3 WATER-RESISTNT BARRIERS. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) I. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS,:ILE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 WATER-RESISTVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END. BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE. CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 0 0 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN. TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 1 45 55 4. MANY OFTHE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 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 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER l 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE. NO. 15 ASPHALT FELT OR OTHER APPROV WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MINVALUES U.N.O. PARALLAM COLUMNS: 1.BE Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN DESCRIBED SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D,EXTERIOR OROSB .IN FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH RUSH TO EXTERIOR WALL FACE. GENERAL (FLOOR LOADING R703.4 FLASHING. .WALL SHEATHING:? 16" STRUCTURAL I OSB EXPOSURE 1 OR 15 32" RATED OSB EXPOSURE / / RE 1 ATTACHED MEMBRANES AND MECHANICALLYC APPROVED METAL FLASHING,VINYL FLASHING SELF -ADHERED MEMBNEL A MINIMUM 1 8" SPACEJS RECOMMENDED BETWEEN PANELS G AT EDGES AND END JOINTS TO ALL. / OW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSM WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH ' EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 - BUILDINGTYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/•,0.18 NOTE: MEAN ROOF HEIGHYFOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA @ @ (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+)' 26.5 20 (-) 28.8 0 34.4 0 ©'. 50 (+> 24.8 (+) 24.8 (•) 27.1 (•) 31.1 Y 05 (+) 23.4 (+) 23.4 100 (•) 25.7 (•) 28.8 1 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-O" 16'-0" x 7'-O" O 51.3 (+) 24.3. (+) 23.3 (-) 27.5 -) 26.0 GENERAL PRESSURE NOTES NOTES: I. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE W U IND$0 RNE DEBRIS I 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 aaas€aatatrq'7jr y f R.. t•N j^Er°. N0UJ UJ t nr Q d c m cc v 0 8 ® W a 000 M W m �e 3� @ m � s t,t Sa g F INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING 9 Am' _2 w SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSI SEE FLOOR PLAN FOR ACTUAL PRESSURES &43i c 0 a € a a IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) 21 Q LL I W v R BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED THEIR SUPPORTING WALLS OR.BEAMS WITH HURRICANE CLIPS OR ANCHORS PER LL gu5 p I? a 3 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION `STRUCTURAL PLAN -At = Z - •m O PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. €' g a O m m ¢ o IJ C1281, AAMA 81.2. 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: a z 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)18Bun e `m' a TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING-FORPRETRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) „ e " z a Pi S. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY g „gg m APPROVED FLASHING/ SHALL BE AT THE FOLLOWING LOCATIONS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIGHT STORAGE 125 (PSF) F www rusEracaa • EXTERIOR WINDOW/DOOR OPENINGS. �§ A • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES • UNDER AND ATTHE 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 60 (PSF) (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 (10 • 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 ("D HAND RAILS (d) 200 (PSF) y. zg N CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (H 50 (PSF) z • AT WALL AND ROOF INTERSECTION. 8, 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 (PSF) (. a y STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES z N 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE?R F. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. ¢ MORE INFO. ,j o w i FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: Ln J 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Deslgner/Engineer listed In the tltleblock of these w - w E I m ' 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 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 _ m ---- 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED RE13AR 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 MINU THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ¢ '°�' a 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 crommencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible ce any plan errors, . The on Designer/Engineer misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DAMS HOMES( 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/.(4) sk"x 2'Aa" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the MASONRY AND (7)10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE,. THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. r/ nglnee a without will dv considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11j2" SOS 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 far reimbursement by the Designer/Eng Weer without advanced NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Payments will be made in accordance to the terms of the agreement DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LU C I E 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. ® Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS �- DATE DESCRIPTION '2.62 101 1 JDAMS, REVIEWED FOR 0MNCE DAMS 11 ES CODE COMPLIAiLO s = ST. LUCIE COUINTi Of Northwest Florida® m 42) co CL ® Model Name / Number: 3000 GULFBREEZE PARKWAY GULFBREEZE, GLORMA 2508 VI Plan Issue Date: FILE COPY Wednesday, June 23, 2021 VI KA PROJECT NUMBER: MODELn 2508 3CF ----- -- - - 21-4888 Sheet: Of: COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET 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. 8, REINF. IES OPTIONAL CURB FOR F F; GRADE SEE PLAN MASONRY CST ELEV. 0'-0" • _ >— ' '-- ' — • f W/ (1)-#5 BAR CONT. .:� * a0 z o I * »1 2 STORY: 20" X 2O" REINF. N W/(3)-#5CONIT. 16" (2) #5 SEE PLAN r REBAR 16„ (2)# 5 REBAR BEARING FM01 SINGLE STORY FfG 1/2"=r-0" FM02 SECTION @ GARAGE 1/2"=r-0" REINF. SEE PLAN F.F. av _ r 8 (1) #5 REBAR - CONT. FM03 THICKENED EDGE ao"0 � O TOR (*) SLOPE MAY VARY 24•' MAXIMUM DEPTH. 2x BRG. WALL 0�e IF GREATER THAN 24•' CONTACT FOR OR (SEE FLOOR PLAN FOR �+� rrj�''�G�N 6 '• • REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) aTS ii. •�••+, PROVIDE 13" WIDE FRONT WALL �: "0 p -> RECESS AT GARAGE OF GARAGE e DOOR. EXTEND 6" BEYOND a W ROM, EACH END,TYP. GAR. FIN. FLR. I4" 16" 4" ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE ' , 2 STORY: 20" X 20" (2) 45 REBAR y 4" CONC. DRIVE W/ 1/2" EXP I W/ (3) - #5 CONT. 2 STORY: 20° X 20" c JOINTS 10" O.C. TYP. 16" W/ (3) - #5 CONIT. y (2)#5REBAR FM09 I SECTION @ GAR. DOOR 1/2"=1-0 FM10 INTERIOR BRG WALL-o" 2x BRG. WALL 2 STORY: 20" X 2 "" (SEE FLOOR PLAN W 3 - 1 5 CONT. FOR MORE INFORMATION) " $ g F m m ww� to ro r- EE PLAN =6m�Qg �yNsa d Q6Yw'0 W Vj O 5 z Z 4" 161, 4" 2-#5 REBAR ... € S ®M1 d o s.9 P 2- a as FM11 STEP DOWN BRG. 1/2" =1'-0" = 1'-0" � G� j IL & 65BL� Z g 'n 8 SEE PLAN $ www.Fosovc.coN ❑ ❑ ❑ OPTIONAL CURB SLOPED GROUT o, h OR MASONRY AT TO DRAIN 4"x 4"x 16' r SEE PLAN (� ELEV. 0'-0" WITH " CURB y TYP. SEC. Z o (1) #5 BAR CONT. �i B�L (G.C. VERIFY) Z N F.F./7-REINF. i �p -� �. •. _ _ - � (SEE PLAN) d 2 #5 CONT. a ,n 1 INSTALL LINING 2 #5 BENT BARS W/ MATERIALS PER MIN.25" LAP SPLICE Z m FBC•R P2709.7 j O 161' Ln MUDDED FLR, SLOPED TO DRAIN MfN. - 45 CONT. - U FM14 SECTION @ RECESS SHOWER 1i2'=1'-o" FM18 TYP. STEP FTG, DETAIL 1/2" 1'-0 g ucq ALTERNATE: c $ REINF THE REINF. BARS SHALL BE SEE F GRADE— v #5 CONT REINF SEE PLAN CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" `,, '• Y ap i #S X 25" X 25^ CORNER BAR ONE cw ' .. a FOR EA. HORIZ. A DAMS', HQM,: REBAR. TYP. U.N.O. - (2) #5REBAR 18" FLORIDA CONTRACTORS UCENSE NO. CRC1330146 A/C CHASE 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3)-#SCONT. GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 14/2"=r-0" FM23 TYP. FND PENETRATION 1/2"=1'-0" PORT ST. LUCIE Job Information- STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2'.STORY HEIGHT(h) IN STEM WALL. 8" 10" 16" 20" W/ (2) #5 BARS <674# 5'-8" I >2'-0"-3'-4" 10" 10" 20" 24" W/(3)#5BARS 6740 51@OD >3'-4." - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4' W/ (5) #5 BARS CONT. >4'-0" - 5'-4" 16" 16" 48" 48" & #5 � 18" D.C. TRANSV. 1182# 2'-1 SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL �� NOTES• C EWED FOF COMPLIANCE CIE COUNTY BOCC z LO c LO 4 LLj ` U M Y m c m a G 1 VERTICAL REINF. IN SOLID GROUTED LS AT ALL CORNERS, LLO z �"® S U � O' INTERSECTIONS, BELOW G RDER TRUSS LOCATIONS, AND AT E MAXIMUM SPACING STATED IN SCHEDULE M o ® oI Wv� SEE CHART ARV. -MAX F.C. ; 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND � r� I M V / v) 00 SPACING (O.C.). i WALL WHEN STEM WALL EXCEEDS 4'•0" FlBERMESH CAN NOT BE USED AND nA ,, Model Name/ Number: W.W.M. TORE TIED TO #5 �vERT. F.C. ABV. PON. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO REBAR (1) #5 NORIZ. CONT. TIED TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN, 4'-0" INTO SLAB/ STEM (1) #6 EA. VERTICAL REINF. BAR ' E NOTE 3.IF STEM IS REQ'D. TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR 0 STEM #9 CONSTRUCTION FOR MORE INFORMATION 2508 WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK � Plan Issue Date: 4•-0°. (1) #5 HORIZFILLING IS TAKING PLACE . CONT. TIED TO ° �:"` ' a.g ' EA. VERTICAL REINF. B *16" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 42 16" „ „ FIN GRADE-9" MIN. + y .c O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS. GREATER THAN 4'-0" Wednesday, June 23, 2021 TO TOP OF , - „ 6" h * TALL (TYPICAL ALL CORNERS) 0 KA PROJECT NUMBER: STRIP Pre. y' O. 6.11 STEMWALL IS WITHIN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 21'4HH8 COMPACTED CLEAN FILL '"* °' < - $ rc- •. 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. IN MAX 12uF s 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP PTO. W/ QTY OF 3"MIN. COVER d -SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. Of: REINF. PER SCHEDULE b WHERE APPLICABLE, TMt DEPTH OF FOOTINGS SHALL ALSO CONFORM TO Sheet: 13 SHOWN) SECTIONS R403.1.4.1 THROUGH R403.1.4.2. I R 9. EXTERIOR SHORING BY WNTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE NTS FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING= 2,508X3 = 7524 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL BOO SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS I EACH 200 GEN LIGHT'G & RECEPT. + APE. CIR. = 36,524 SUBTRACT 100 % OF FIRST 10,000 -10,000 A- 26,524 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 0100% - 10,000 + 40% OF "A" _ (.40 x 26,524) =10,610 +100% OF B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 200 AMP PANEL PROVIDED HOSE JF BIBB INSTALL FAN - \ NSTALL FAN7 BOX PREWIRE BOX PREWIRE WIP GA ° INSTALL FAN OX PREWIRE INSTALL FAN rl BOX PREWIRE` T \ , r , CM ' "\ GFl (P �-o GR is ® �\\ FI FF�A FAN FOR D/W -lb�INSTALL FAN REWIRE 1 U BOX PREWIRE FOR HOOD GFI, ' r' FI .. A GFI A \ „ \ INSTALL FAN BOX PREWIRE s '= GFI m F 3 !n-ln > ` — ,J INSTALL FAN I : J W.H. BOX PREWIRE ' - / \ GFI ELECTRICAL LU 0 42" PANEL / ` \ NOTE: / \ LOCATION OF METER AND PANEL BOX U / WP / ' \ TO BE BY BUILDER. IF NO GARAGE SEVICE uj / GFI i DOOR IS PROVIDED A DISCONNECT SHALL Lu ATTIC ELECTRIC BE. ADDED AT METER LOCATION. . n \ IF REQ'D BY CODE (� GFI ' FOR GARAGE GFI NOTE• KEEP COACH LITES OUT DOOR OPENER .FOR GARAGE IF; 11 OF BANDING, QUOINS, AND ROUND COLUMNS WHEN "----------------------i DOOR OPENER POSSIBLE, REFER TO ELEVATION I I. •-----------------------------:------------------- FOR TRIM. .GFI HOSE BIBB COACH �'-----_--'_ _ COACH LIGHT �"' - ---- _ _ _ _ _ _ _ __- - �� COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION " C'v ELECTRICAL NOTES" UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" ARE 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). S. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. 11315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL. POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING. POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF 0 A SINK. THIS WOULD INCLUDE THE OUTSIDE EDGE F 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 --[I- u 11 Li TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT N DOOR BELL CHIMES F (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T,V. CABLE OUTLET L-= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF O/ RECESSED LIGHTING) THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR L.E.D. DISC LIGHT PUSH BUTTON OPMONALOVERHEADSERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 2D0 = 210 COPPER OR 410 ALUMN. IN Y CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYPELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BODED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. REVIEWED FUH CODE COMPLIANCE ST..LUCIE COUNTY BOCC FILE COON rl O C4 Cal C4 4) c c 3 m 0 F m ro 6.� I, IL ww'� a Wa' w � Z N W G z o ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION " C'v ELECTRICAL NOTES" UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" ARE 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). S. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. 11315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL. POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING. POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF 0 A SINK. THIS WOULD INCLUDE THE OUTSIDE EDGE F 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 --[I- u 11 Li TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT N DOOR BELL CHIMES F (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T,V. CABLE OUTLET L-= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF O/ RECESSED LIGHTING) THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR L.E.D. DISC LIGHT PUSH BUTTON OPMONALOVERHEADSERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 2D0 = 210 COPPER OR 410 ALUMN. IN Y CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYPELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BODED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. REVIEWED FUH CODE COMPLIANCE ST..LUCIE COUNTY BOCC FILE COON rl O C4 Cal C4 4) c c 3 m 0 F m ro 6.� I, IL ww'� a Wa' w � Z N W G z o 9 Z N a ti n Z cy m 0 /In FJ )w r�'Ln Ln c m _ U —N E C m of � i+mod �ufNo D M5 HOM S FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: CLD U M m Mca rI a 3 m ai P Z -- p 0 QJLuZD T o 00 u- -i U) U) Model Name / Number: 2508 Fj Plan Issue Date: Wednesday, June 23, 2021 ® KA PROJECT NUMBER: 21-4888 Sheet: Of: ELECTRICAL PLAN TOP OF BLOCK W'DOWHEADHGT_ —_—_— ED -T b 0 _ FIN. FLR. — 25 SH 48" OFF RIDGE VENT 48' OFF RIDGE VENT 12 6 LITE TEXTURED 2650 SH 2650 SH CEMENTITIOUS COATING � _M' DBL 3050 SH TPIP OF BLOCK L 0 m FIR. RR_ a-• FMMEV M'DFF RIMF VOW TOP OF BLOCI W'DOW HEAD GT 0 00 00 (] DBL 25 SH FIN. FLR. REAR ELEVATION SCALE: 1/4" =1'-O" N 2" X 22" - BRG ®ENTRY T - - _ DECO VENT - T.O.M. 6" FRIEZE --- +8 ,.---------�-'I — — -- — "P) DOW HEAD HGT_ _ 6 GO 00 FINISH FLOOR_ DBL 25 SH 3068 DOOR WITH (2)- 12" SIDELITES & 16" TRANSOM FIXED GLASS ABV DBL 26 SH 16" TRANSOM ABOVE E8.OFFRIDr£VENT 1�6 VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inchog of venting needed equally for intake and exhaust Soffit product provides 4.12 net sq in/sf Ridge vent provides + 18.00 net sq in / If Off rides vent provides 1.138.00 net sq in / sf S.F.of Area to be vented (SF) 520 845netsginches. s.f. Total needed for exhaust for upper l/3 Total needed forintake (soffit area, lower) -. 845 nets. inches Numberof Off Ridge. Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in Combo with ORV)-47 Lineal Feet of Soffit needed tomeet required 1154 I fnn�l C C nrnteiHcrl h"i plan .-➢?4 TOP OF BLOCK _-___._ ___—_- __--_ WDDWHEAD BT LITE TEXTURED CEMENTITIOUS COATING 25 SH 25 SH FIN:RR. - LITE TEXTURED CEMENTITIOUS COATING RIGHT ELEVATION 'rCrr SCALE: 3/W -1'-0" REVIEWED FOR CODE COMPLIALNC ST. LUCIE COUNTY BOCC FILE COPY 00 N BRG. @ GARAj ff\\\-16" X 30" DECO VENT ■ 0 wNwin I FRONT ELEVATION Ifell RECEIVEi- AUG 2 7' 2021 St. Lucie Country Permitting 0 R m g t0 tdp' O eaa � e W9NF'z w 2 e W%ng`s a 0 0 w Y ¢o'L � WW BE gyy ¢ .er,ggg o, $^� Z� N F �.o g z c� lip WWW.FDSENG.COM. ❑ ❑ ❑ 2 z § 9 Ln Cut e� _.i M y I'6 w v I W 2L G Ln o ul Ln 900 C N U L o '.. 10 fi h N Uaua 4 Q N ODA I ♦ ®DAMS HCME33. WA � I��flllfl�f�nnr FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: C Ln Ln O U M o +_ CY)� a a 3ia E m ®_jwMmo GD LL J M U) U) Model Name / Number: 2508 Plan Issue Date: Tuesday, August 24, 2021 KA PROJECT NUMBER: 21-4888 Sheet: 5 Of: ELEVATIONS - C USEDTHEN THE ALTERNATE BLOCKING FOR. WIND SPEEDS 4 156/C MPH ** ALTERNATE SPAN RATED 32/18 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS , IS NOT REQUIRED AT HIP SECTIONS SEE DET. T803 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SO FEET) (-) VALUE DENOTES SUCTION a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r y a 1, 10 HIP -37.02 -51.06 ' -51.06 -51.06 1 -58.99 1 -76.03 W _ GABLE -37 00 1 -37 00 1 •58.99 1 •58.99 ZONE 1: ASTM F1667 RSRS•03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS•03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3. 3e, 3D ASTM F1667 RSRS-03 (10d) NAILS @ 4' O.C. ON EDGE AND 4"O.0 IN FIELD ROOF SHEATHING: Q SHINGLE: 1-%32"EXP.1 (4220) TILE: J132"EXP.1 (4A2B) NOTE. at 1. PER CODE ASTM F1667 RSRS•Ot REFERENCE TO 8d (2 Sg' x 0.113") NAIL$ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN l332", SHEATHI G SHALL BE FASTENED ]A I, WITH ASTM F1667 RSRS-0310d (21/2" X 0.131 ") NAILS OR ASTM F1667 RSRS•04 (3" x .1207 NAILS 71- 3. GABLES- DROP GABLE END &.(1) ADDITIONAL DROPPED TRUSS 2;J4 #2 SYP OUTLOOKER GABLE RC RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/.BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHEDTO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM IM" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le O NAIL AT BASE 2 ROWS 04'O.C. w/Sd COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS @4"O.C. w/Bd COMMON NAIL. © NAIL OPENING PERIMETER .1 (2) ROWS 04" O.C. W Bd COMMON NAIL. NAIL INTERIOR AT 6" O.C. IN/ So COMMON NAIL O STAGGER ALL VERTICAL JOINTS & NAIL @ C O.C. NOTE: Sd NAI US FOR WALL SHEATHING MUST BE MIN .131'X 21/2°. W/ So COMMON NAIL. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE . O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER W/ SO SURFACE MORE COMMON NAILS 04. O.C. (2) ROWS @ TOP & BOTT. O (2)Ed NAILS0S"O.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. (2).2. TOP RATE BEYOND 15/32" OSB EXPOSURE 1 /_SHEATHINO IBM' OSB - EXPOSURE/ SHEATHING PROVIDE BLOCKING I II 11 AS REQUIRED PER it I SECTIONX-XIFNOT FULLHEIGHTSHEET = --_--------- O. FLOOR SYSTEM :1 h mO N � 0 -"ALL ALL SHEATHING ZA P.T. BASE PLATE BEYOND SEE A PLAN 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16' FLITCH PLATE TO W/ (2)12d TOENAILS EA, ENO. NAIL FUTCI 318" "S°=Wilt 3/8" PLATE TO VERTICAL W/(4)So SPACING NAILS 3W irz' 12"I STAGGERED S NAILS @3'O.C. STAGGERED S 12' VERTICAL BLOCKING SINGLE NAIL EDGE SPACING D UBLE NAIL EDGE SPACING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. 1 _ II II II 11 II' I 11 OUD2x BLOCKING F II III II iI II I III 11 II II I III 11 1 II I @ALL SHEATHING D EDGES w III III III III II I II I III II II II I (SEE SECTION X-X) D Z III. C I III ll II 1 N? III I,I ❑ D II 1 It OPENINGJ1 III it II II 1 III _-_J III III I II II I w LL� C III it __ d 41 III III X II II 1 E III 111 III -rr----rt-� II I 111 II. hl II II II I III II II I 2x STUDS BEYOND. III I I I I I I I .II III II 11 II SEE PLAN III /III I I I II 1 II '.II I111 II I II 11 II I :II II II. I G% III I I it I II I II If I 13 II I Jill III I I II 1111 I I I II 1111 II 11 II 11 IF I 111 III W I I I 11 I I II I J_L _LL_1 II I II II II I II II 1 JI I LL J4•. 1, LL CONNECTOR SCHEDULE FOR: ADAMS HOMES - Model 25083CFC ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES .TRUSS UPLIFT RATING Cl-05, E7; E7V-PVC, 17, H17 L/R -349#or less HETAl6/PER TRUSS MFR 1810# (9)10x 1-1/2" B04- B05, 806C- 308C, B09 Ell ;;; L/R . -711 #or less .... HETA16 / HETA16 1810#/ Isla# (9) IOd x1-1/2" 9 lad x 1-1/2" PER GE01/S-4 @ CONT FINE. All AIR, B12 LIP -1023#or less HETA16/H10A '1810#/1040# (9) 10d x 1-1/2" AT 2-PLY USE HSOA2 ,; .. 18 10dx1-1 P' DOLS, Fall'', L/R 481#or less ... H10A/H10A 1040#/1040# (18)lad x1-i/2" 18 10d x 1-1/2" A17LjR -2052#orl�,#A' (2)HETA16/(2)HTS20 2365#/2620# (12)16d 48 10d x 1-112" ' {^' (18) lad x 1-1/2" D01,D02 I/R' Y78 #bTl'19�,5, HIOAJHIDA/H10A 3GO#J1040#f 1040# (18)led x 1-1/2" 18 led x 1-1/2" • . , 1r '(9).10d x 1-1/2" A06, A07Q A08C, 1RiS 4of 1858' H6TA16/(2)HT520/HE`iA16 151,04(j 2620#f T$0# ,(48).lad x 1-1/2" 9.10d x 1-1/2" is) led x 1-1/2" A01, A018 (fM/R /-1k464 or less HETASSJHT429iH TAST- 1•7.iJ#J 13i0#J?Sj,O# (a)lOdx 1-1/2" -' (91 10d x 1-1 2" A0.1A, A02 -. AOS, Ala L/ M/1I 1147 #p} Ig55' HEI'A)6 f 2D 7J1 A ' 1$lOji/ 13i0#} 1D4M ` (24) lad x 1-1/2' 1810d x 1-1/2" (12)16d 0.162`x21/2 NAILS MAY BE A09C "CI N)/R�. -3102,#0LI8¢s (2)HCf96/M$T2Y (2)HETA16 2365#/3250#%2"14+;# (30)0,162"x2-1/2' SUBSTITUTED w/ 12 16d #10x2-12"SOSCREWS B03 / to(O.BRG: u 1S2P1For les3', MALLS `, °33o-010F ,' III 16d@4"O.0 PER GE01/5-4 PB1 P83 T'":'CONT .BR(x- i,-1921#Dr 14S; ;,' RERTRU55 COLUMN 40jNT#S „% -3102#OTI ' l -- `5646# (14) 1/4" x 2-1/2" SIDE WE & 5 8" Epoxy Anchor or A7R 8"MIN.EMBEDA09CSUPPORT All SUPPORT COLUMNL2 'JOINT #11 . : SS96 #FAT lesk. 1 DTT22 # 112" Wedge Anchor& 6 g 14'x14/2 SDS Screws TRUSS MANUFACTURER: PROBUILD DATEOf`kd(ft. DATWFTRUSSCUTSHFFM 6/17/21 I-= LEFT, R-RIGHT&M= MIDDLE BEARINGS.:: BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAWINGS TBUSS PLAN IIC11 SCAUE: 1/4" =1'-0' OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE LISP- CONNECTOR SCHEDULE MARK TYPE CCNNECTOR&FASTENERS SPIT 9W, OONNECTOR&FASTENERS SPF 9w OFRAME TO HETAI8 W(Lat Mx 1 Ix OR WA16WGO101xIIWGR MASONRY HETA20WN)IOdx1 VT 1810 H1A2Ow/OD1W%IlW I58S Iva OFRANC TO 125AW(10)UNAILS 5% 685 i4TIAW(IDIMNAILS B16 ORBS FRAME © FRAME TO HIM wiDSJIDdx I IW 1015 1640 R716AW(171106x1 In' us I020 FRAME HIG421Wh6)I0dx I In'AT2PLYTRU66E6 im 1080 184WN8)iWx 11IS'AT2PLYTRUSSES 035 two OFRANETO MTS12W(14)IOd.IIWIAT EXIFAIOR BW MTW12W(14)IDIxt I0W7,EXTEF1OR FRAME LOCATIMINCLUDE(3) 12d TOENAILS) B8D LOCATION INCLUDE (3) IN TOENAILS toW iiB6 O. FRAMETO MGT Wtur ad NAILS AND W, ATR. W IT MUGT18WR8)IOd NAILS AND San A.T.R. W NOWNmNY HdBEIXBENT w'&NiP'JON SET EPDXY 593p 3985 1TEMBEDMENTW91MP90N'9ET'EPDXV MO 1498 lO HT620w424t10d x 110JAT EMEROR HTV2ORAN)10dx 1117 ATEXTOUOR OPmm FRAME LOCATION NGI VOE (9)12d TOENMLB 11AE 1310 LOCATION ING1_UDE(7)12d TOENAILS JOBS 10aI FRAME TO (2) HTMOW48)iOdx 1 VV EAT EXTERIOR 22a0 (2) HTW20w941a10d X 1 IW EAT EXTERIOR 2S70 3M FRAME LOCATION WCLUDE(B)12d TOENAILS 2820 LOCATION INCUUUE gBI2d TOENAL9 ) FRAME TO HOT-2 W alitl0d NAILS AND (2)W A.TR. NUGTZ W (16)1pd SAILS AND (2)M' AT.R. O MASONRY WiT EMSEDMENTWSIMP9ON •8ET' Ingo . 1T EMSEOMENTwI SIMPSON SET- 702D Son EPGXY(HOT4F0R3RY) EP0XY(HUGT3FOR3PLY) TO FGMW(18)1/4"x3-SIDS WOOD SCREWS 9/00 RFUSWL2)W53V/OODSCREWBAND ]100 OFRAME MASONRY AND R)I2 x6'TT(EN HO FNCHOft SOLT9 4]25 NI31VxT1NEDGB80LT (1) LGT2 W (16)1N SINNERS OFRAME TO AM 1A"x2 WTGEN2 17M 2030 MASONRY 6 ENOTE#6 L W FRAME TO MASONRY/ Tn UTn Wn2)1Sd SIN0A9&(14) IN°x]IM'TITEN(2PLYTRU99) 3M10M 40KA R)LLXIT2NOQ2)iBd SBIKERB&0(b tR'z3'WEDGESOI.TR PLY TIU199) 310UM 3104M FRAME ORnIalOd SINXERSFORMAME(EA) 321GF 'F 0R(32)18JSINKE0.6FORFRAME(FA) MM'F 4520F J3 FRAMETO MASONRY/ (2)LOTS.(24j i14'x0'9093CREVJS a(B)3Wx9'TITEMRpEYTRU6S) 4730.M 6570-M. R)UUodMWP4I1A'a21WW325 6�'ft&N)WxFYSnPLVTRUSS) &45DM -SOF )050NA FRAME OR(a2)INSINKERSFORFRMIE(EN Hal" SBBa XER ORON)1SISIN9FORFRANE(EA) nlaf BEAMTO HW100PT HJU10W118)1Bd6(10)1p1 WZM Hw1UOPTFD4IRFWR0)i4Jd S(10)1Od tMSW O BEAM LANES wises NAILS WISSO Hw100PTHUC4IOW(1S)TREN G84500 HD4I00PTND410FW(20)1N°x3' 011335e ©BEAMTO MASONRY 1M`x2W4"&(10)10d NALS U41300 WEDGE-80LTa 10 lOd NAR9 UAa6o O MAMTo MASONRY/ HWSOPT NUC48WI61''Od NAILS a (12) 1W x 2 We Th EN(TO MAS.) wwo LWM GN300o U#II35 HD98OFT RUNS W(5) 10d WAILS A 02)114' x 2&Y TAPGONS(IO MAS.) Win Claim GB2oie U#B50 FRAME OR(12)1M&(3) I ad (FDA RAW) II Sw-M OR 112)IM&(0) 101 TOR FRANE) sYRF SYRM (2) METAi8OPT (2) HOMO R)HTA1e OPT(2)H1A20 1170 O FRAMETO 1{ yW(10) 1 W x 1 I/2° OR 19R0 TWO law 1920 1fLY W(10) 1 W x 1117 OR MASONRY 2-PLY W P2a 1Ed 2FLY W (12) Igd 2430 HTSMIB W(8110d NAI S AND(4)114121/4' S5a 1110 HTWMIS W 18110E NAILS AND (4) 1/4rd3N• 1143 122E TD TAFONS WEDGE --BOLT OFRAME MASONRY HTSM2BW(10)1Od NAILS AND (4) 1IN'M2. 1M" Was 1110 OR ITWM20 w111 AIl W NALS AND (4) W11 M4 TAPCONS W60 BaT 1140 I225 P '.H108W,8}Bdxtt?NALSAND (2)84t'xd•. 799 9/0 MASONRY TRAn HD FRAME TO DTT2ZW(8)1N"x1112•Site WOOD DT MWJSIM"x11/TW9IBVAOD 0 MASONRY SCREWSANO(i)120A.T.R. EPDXIEDW &MPSDN"BET' BEE NCREN Ins 2145 6CAEWSAN3(1)I09AT.REPDXIEDW SIMPSON'SET' SEENMEN 18/0 1835 FRAMET HTT3. 16daUAr NAILSAND1Wff (2B7 1 1 fRT4a. 2a 16Ex21WNA1LSAND1 l ) () ® MASONRO MA90NAY ATR. EPDXIED w1 SIMP6CN'BEP SEE NOTEN BELO 4 9'/S SOBo M8'B A.T.R EPOTEDw/SIMP60N'BET SEE NOTEN SELO 5005 HTT4W(1S)IWx2 IWNAU3AND(I)M8'0 HTT48W11B)16tl,R 1R"NgaSA1D 111 0 �NR, ATAEPOOEDw/SIMPSON°SEP E NOTENBELOW _ lsE. I 3640 42H5 5Wa AT.R WOXIMW&MPSONTET' SEE NOTEN P£LO 1 Wf 4169 TO FRAME TO H109 w/ 10dx112 NALS R"Y TBB 910 (TJ) LWT1W 8tlxi 12 NPIL9 B]3 IW5 FRAME OFRAMETO 111,19MW(a 19'X11XWSMOD RTIBMWm iwx I tar NALSa U MASONRY SCREWS &(5) 1N"x211V TAPCONS 7" 740 14) IH°x 1&4'TAPCONS Im 1985 FRAMETO `GT W(10) IArOT SDSWOODSCREWS8 VO MASp,M, (1)M8"BAT.R. EPOOEDW SIMPSON' r Saw 4940 WiTMINENDEDMEM (Z)VGT.132)iM'xT SDS W000 SCREWS OFRAMETO MASONRY E(2)WE AT.R. EPDXIED WSINP90N a1R1 71BB "SET'W12' MIN. EMBEDMENT OFRAME TO vC3TWO9)v4'x3'sos w000scREwsa HDU4-&1825 Wall) 1N'x2 In-80B WOOD 3M 4585 MUGTISW(22110d NAIL8a HTT45 wl Oel 41M FRAME SCREWS&L)&8'OA.T.R, 1MNVL3&IIIMB'HAT.R. FRAME (2) HITS wI(M 11knQ 12' MAILS A 437S SIBI (2) HTT48 W (52) I W*2112' RAILS - Man FRAME (11 M8'BAT.R I8EE NOTENI &(1) 5/8"6A.T.R./BEE NOMA) newewu nnuxemnR xlnTea. 1. MNNECT4LFLOORTRUSSESTOINTEWORSEARNGWOODWALLS/BEM15w/(2)12d TOENAILS. 2. A1TRU39 i0 TRU33 OXNNECTIONSARE PROVIDED BYTRU99MMUFACT)0.EH,UN.00N PUN. 3. O.C. MAY USE EITHER SIMPSON OR USPCONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CA _OUT. 4. FOR SINGLE PLYTRUSSES, SCAB ON FULL HEIGHT SYP In V'A"TOMUSS VERTICALWEBW(2) ROWS OF 1W NAILS 0 YO.C. STAGGERED. 8. 12' MIN.AT.R. EMBEDMENT@ MU BOND BEAMLLN.O. 6 SCAB TRD99 CHOPD.dW ZxBYP A29MATLH OIO0.0 LUMBER 9IZE)w/I2)ROW910d®d°FROM ENDS 4'O.C. STAGGERED.CEMERATCONNECTORLOCATIONAS MUCH AS POSSIBLE. O MINMALGONNECTORUNOONFRAMINGP 1, CONNECTION FOR ALL ROOF/FLOORTROWeatO MASONwwANA/LINTEL& ICFWAuS UND ON PLAN 2. CONNECTONAT 2A•OR 32.O.D. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F812MLi FOR MORE INFORMATION 3. CONNECTION FOR ALL NIP JACK(CORPER JACK) TO MASONRY WALLSIICF WALLSNNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD To TOP OF MABONRYAT N' O.0 MAX...(2) AT BACH CORNER OC TO VERIFY LOCATION DOES NOT CONFLICT WTJI OF APPLICABLE)LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUSEAMS w/(2)1M TONAILS O MINMAL CONOECI"OR UNOON FRAMIIAPLAN I. CONNECTION FDA JPGK rRUSSTOWOOOWALLORBEAM © MIMMAL CONNECTOR UNOONFRAMINIPLAN 1. CONNEC MFORALTRU93E8TOIMBUORIEXTE&ORBFARINBWOODWALLSAMORBEMIS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN. FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO. BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Bd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BYTHE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE T0. BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REVIEWED FOR CODE COMPLIANCE S LUCIBpl CO! 11toTV REFER TO ROOF PLAN0 & :LEY'' FORFOR D f METAL DRIPEj!0py C.M.U. OR ICE WALL 2 x SUB FA CI SEE PW WALL SECTION ALUM FASCIA 2x2 #2 P.T. MIN. FASTENED 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD OF EVERY _ OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (*A) (***) BLOCKING W/ (2)12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPAQITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2X2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 241, O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 18" Q.C. (IF WOOD WALL, FASTEN W/ 0,144Nx31A" AT 16"O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRE@ §EE (PA) INSTALLATION GUIDE (*)REFER TO THE PRODUCT APPROVAL FOR INSTALLAION DETAILS (**) ALUMINUM So 'ITS V-4" BLOCKING REQUIRED. (***) VINYL SOFFITS> 1'-0" SHALL HAVE FOR SOFFITS :1'-4' MID BLOCKING NOT RE UIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4•=1'-0" fSi l4 ' " 1YAII5 �GBf Fl6^I �. r 4V r:G k:1w04 a _ ID C O w HIE 0 1- W c S t ID m r- ti 4k 4k 4k 0 r4i ti i OE,Nm LU W 89�! HUt >gw LL OW. 133ao sE 03 m d 8g ZN N a n k ' IL fry c. In 0 'i a VAM FDSENG.COM Z n Z aDOOn � ,d 1O Z On M JmJ 41 y LL W t o w Ow WE N, Ln C La /T Z t- " C4 E DA-,-- fj <NC; � m FLORIDA COMPACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: LL 0 eH C n O V CV) + f0 03 4) � (L ¢ m Do a '"- 0 M Q O LL _jMU)(n ® Model Name/ Number: 2508 VT Plan Issue Date: Wednesday, June 23, 2021 ® KA PROJECT NUMBER: 21-4888 Sheet: ISO Of: ROOF PLAN A r LINTEL BEAM: i COURSE LINTELRR BLOCK W/ 1.# 5 NOINSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WIT14 OUT AN OPENING BETWEEN. FILLED CELL: FILL El CELLS WITH 3000 F.B.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO , 70P OF SDtB jL MSOG/q] TYPICAL SHEAR WALL SECTION N.Ts. TYP. TIE BEAM 101/3000 P.S.I. CONC- W/1 #5 REBAR CONT. Sit ON SP4 W/IB)-10d X 11/2 SIPS OR SP8 FOR 2XG AND 2X8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 45 REBAR VERr, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 1• 8" C.M.U. 2"x#2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2' X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTfTIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT BRG/SHEAR) WALL TO N.T.S. 20" MIN. LAP #5 REINF. BAR q #30R#4 REINFORCING 7J BAR #g A #4 1 AP SPLICE #5 REINFORCING BAR #F STD. 90° HOOK #F IAP SPI ICE SCALES".i'O" #6 REINFORCING BAR * GRADE 40 U,N.O. #6 1 AP SPLICE MS051 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2AG" 12" O.C. 1 2 x 6 1/4" X 2sA" 12" O.C. 2 2 X 8 1/4" X 2sA" 12" O,C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST- -- - '' ,LINTEL I w i a P.T I � BI1CK5 W/ all. 1/2" O.S.B. I BETWEEN i FASTEN PT 2 NAILER TO ' MASONRY I i IF DOUBLE 2X NAILER IS USED, USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED Milt 2x BUCK DETAIL NJ S. g '• GRAVITY & UPLIFT LOADS FOR: Adams Homes Model 2508 3CF C $Soloo -T STANDARD LINTELS SAFE APPLIED APPLIED NIIL' LENGTH GRAVITY GRAVITY LOAD SAFE UPLIFT UPLIFT LOAD 0S1T ; LOAD (# PLF) LOAD (# PLF) (# PLF) (# PLF) 134 4YO5 84 8F1 f 11 IWIIN )':? a„1y'-4" .: .{=411% 183' 770 1136 36'%. , ,, 8:�1 {Ivl1`Nj EG ELEVATION "C" Im J HURRICANE ANCHORS (TYP.) b R@AR AT TC", nIN. m rd:c'o b+l1" CL£NC •r°; °6" ReAR AT TpM G W LINiE1. CAVITY a Wt` RISHFCRCNG Y-0/8"ACNAA PRCVI°ED IN LNiB NARK 8'NOMN4L rMdIH ' TT'PEDE81C4NATtON III Y. YILLap WrtH OTpJi r J . JNgLLYD I W NT RIDAR AT 1F t� G°TTTeCt! Wt W 41NTF4 ^..avITT TOF?$F16-I��IT ',�l��slrsrTJJI J JP, Fg a0YIN4 ftark ANMINAL IExoNr � ReeAR ArWroP ` � �' `� Pd S t • • ° •. °+ems M . ,•.,; �.( 661 '. a C4 C+0 to 04 MATERIALS ° I Fe precast lintels = 3500 psi. �- L O R\ •• .`'° 2. fc prestressed lintels = 6000 pal. 3. Pe rout = 3000 PSI w/ maximum 3/8" aggregate. �® ' ° • °OtAAV \� 4. minie M&SOMY units mum n e compressivestrengthength=ASTM 91900 psi. rdPv7✓d I Y II SS ,e,, t some 5. Reber provided in precast lintel per ASTM A615 GR60. 6. Field rebar par ASTM A615 GR40 a GR60. Prestressing attend pet' ASTM A416 grade 270 Pow relaxation. 7. 7/32 wire per ASTM A510. 8. Monet per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed pints. 2. Shore filled lintels as required. 3. Installation of lintel must comply whh the architectural a N c0 x0 and/or structural drawings. g s a spy 0) 1- 4. Lintels are manufactured with51/2" long notches at the p o1 F lC W F- endsto accommtlate vertical cell reinforcing and grouting. ` # * xk 5. All lintels meet or exceed L/360 vertical dedeallon, except lintels 17'-4" and g N C' fi IL - longer with a nominel helght of 8" meet or exceed L/180. D g " 6. Bottom field added most to be located at the bottam of the lintel cavity. �-�m m+° 7. 7/32" diameter wire stimps are welded to the bottom steel for , y a° 5 a mechanical anchorage. �@ Q FILL'' yl N y S. Cast -In -place concrete maybe provided In composite';. w D: W lintel In Ilea of concrete masonry units. a4 "' b1 �' X 3 9. Safe load ratings based on rational design analysis per ACI 318 '$ E z = x *Z a 3 and ACI 530 €'cm�`� QRic OF 10.Llntel min. depths are celled out on Ilntel pion. If contractor Installs a deeper „ _$ M rR - m N° m 2 lintel than Indicated on the plan, doing this Increases the strength of the lintel y g` 8 DI q� .+ " m Q and is approved without engineering letter. if a smaller lintel is installed contact 6 n $' Z - a ,( FOR for approval. Do � $ l @ Q t3 C in O SAFE LOAD TABLE NOTE" "6 Z b g S.9 ❑ ❑ ❑ 1. All values based reduced minimum 4'• bearing. Exception: Safe loads for uMilfetl lintals must r lIftanby 20% if bearing length Is leas then 64/2°. HI Safe loatle Pa all recessed lintels dosed on 8" nominal bearing. 2. N.R. l Not Rated. Z fe lomo 3. Saads are total superimposed allowable load on the section speclfled. 4. Safe loads based on grade 40 or grade 60field rebar. 40 z N S. Additional lateral lead cepedty can be obtained by the designer by Z Providing addional reinforced masonry above the precast lintel. Q N 6, Oft 07 rebar may be substituted for two #5 rebar; in 8" lintels only. a 7. The designer my evaluate concerlbated loads from the Safe load tables by T� �I calculating the maximum resisting moment and shear at daway from Z 0) the face of support. N 8. For mposite lintel hegms hot shown. use safe load from next v to lower height u e. All sale loads In units of pounds per linear foot O w 'ice V - al 0 W2 Ln c �" REVIEWED FOR " E P IANCE CODE GOM L ST. LUCIE COUNTI! 0 o o Q N O m ��Ippp /�/V �C ppOCC i DAMS ;HOMR S', FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PRECAST'U" LINTEL w/ 3000P51 CONIC. EILEC JPY PORT ST. LUCIE AT OPENINGS SEE GENERAL CONCRETE WRH TOP OF WALL ♦ Job Information: UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT 10" STD. 80 HOOK ` I� I) HOOK n � stD � 3 REBAR ON BOTH SIDES OF OPENING U.N.O. e 90 DEGREE ANGLE 3000 P.SI CONIC. W/1 0"S DI TYP. BOND BEAM Fille" x 8" x 16" K.O. C to PROVIDE KNOCI40UT LINTEL BLOCK t 4 BLOCK FOR FIRST FILL W/3000 P.S.I.Uj COMPLETE CMU COURSE W/1 #5 CIA. M w M ' BELOW SILL&FILL SOLID REBAR Its a) :. W1(1) 08 BAR. FOR ALL ` WINDOW 'OPRNINOSB°e" AND LARGE 8" x Woo 16' INDICATES FILLED CELL FROM TO ''i s 00 a CMU U.N.O. BBAR N. 1 #7f5 O -j Uj :00 J m (n LL VI Model Name / Number: 2508 TYP. DOWEL 25" ♦ Plan Issue Date: MIN. LAP (ACI 530) W d d I 23 2021 e nes ay, un ♦ KA PROJECT NUMBER: P::. .. • • ;SEE GNDATIDN PLAN ' 21-4888 SEE FOUNDATION FOR LOCATIONS PLAN Sheet: Of: MS09 BLOCK WALL RFINFORCFMENT LINTEL PLAN 0 SIMPSON HETA 16 24 #2 SYP P.T. EACH END W/ (2)'F,"x5„ SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. ' ° °;'• re (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 VERTICAL MIN. 5 PER JAMB. o „ SECTIONAL ' OVERHEAD DOOR / WOOD P.T. #2 SYP 2" X 6" �1 � • I o f a TRIMw. •• ,' r+ r +Os7TrJ1^ef4ef1 • •. ro • �� • • • s>e'` nQ '° a • J `` 04 2„x6 P.T. WOOD JAMB r a•"�. �6A y j': v�° DOOR AND CONNECTION PER " $� ' (L - 04 GARAGE DOOR MANUFACTURER GARAGE SLAB LIj TYP. GARAGE DOOR ti O °. TRACK MOUNTING DETAIL c (P O . C4 J T o o �•.••.,,,• N r,,�;:.FLoSp N`1. NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS °ff �„ o,r DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTIRY CMU COLUMN/BEAM N.T.S. I!) ��9 W` S III N OD Ono m 5 f. w ao 1` S1$f" � e 69 1r ppGy{��Cp Ug Q¢m ii fi li y� ga BLOWN IN R-30 INSULATION PER FBC s2'€ 4�aL7 w § LL w m a O b c '� b 1 Z AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES R 3 O 3 p ' N y m m O J ma BLOWN -IN R-30 INSULATION PER AT EAVES FOR VENTED ATTICS) Y2 OR $ N F d ? FBC AND ENERGY FORM SUBMITTED , FIBERGLASS SHINGLES a eg 0 - _ 17 WITH PERMIT APPLICATION ' SEE PLAN TILE ROOF (PER ELEVATION) -- ®9 0 rn p y PROVIDE BAFFLES AT EAVES - SEE PLAN (FOR VENTED ATTICS) OVER APPROVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA �LL £ PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- o e w wm✓v,'.FosEno.coN ❑ ❑ ❑ FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENi TRUSSES 0 24" O.C. (RSH) - ON FRAMING SHT. FOR ) $HTG &FASTENERS. r ' C9 z o ' ' PER FBCR 905.1.1 OVER APA ROOF SHEATHING • SEE SCHEDULE- PREENG. WOOD -ON FRAMING SHT. FOR—T , TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR z p [RSHI TRUSSES 0 24" O.C. • BRG. HT. SHT'G & FASTENERS. • m TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL FELT PAPER OR •• ° ETAL DRIP EDGE _ ; z TO BE INSTALLED ON OUTSIDE TRUSS PLATE 1!!� FACE 3/4" P.T. NAILER. . • Y 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR tin 1i '----------- � SOFFIT. SEE ARCH. EA + w v 1/2" DRYWALL /� PLANS 4x4 w/ 2x4 POST UNDER METAL DRIP EDGE /z DRYWALL / CURTAIN NAILER fi 8 x 8 x 16 K.O. i x 4 P.T. @ WINDOWS n LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED W/ 8d NAILS @ 6" U — 0 c g CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. „ p,H, W/ (1) #5 DIX REBAR & 3000 PSI CONCRETE AND LATH WITH FINISH O•C. (TYP.) ALL SIDES i � _ TO TOP PLATE WCrH (4) 16d TOENAILS SOFFIT. SEE ARCH. " SEE ELEV. " "U° N �, (TYP.) FRAME FOR COR- \ \ / o / '\ NERS FOR NON LOAD QO U E� m� "-� w o PLANS — PRECAST LINTEL SEE SCHEDULE `" c \O \ \ BEARING SIDES NAILED y q = �o� 1/2" DRYWALL SEE PLAN FOR HEADER SIZE " ��° v �• v e• o' y < w/16dNAILS@S"O.C. U rovs va ao 4, ♦ v x.Aq r .ri�;T w `" o� �� . DAMS : HOMB OPTION4. 15/32" OSB EXPOSURE ION - O.H. EXT. WALL W/ ALL EDGES BLOCKED. 1 1/211 x TE J• D EA. \ (1) CENTERED EA. � (TYP.)4 COURSE HIGH A.F.F. MAXIMUM oF(3) - 2x PLATES MAYBE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS \ i CMU BASE FILLED w/ CONIC ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON H FILL CELL -(1) #5 DIA. w/ (4) VERTICAL RENF W/ (') HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE N0. CRC1330148 NAILS AT 8" D.C. n ALL BEDROOM wmoows. „ RESAR w/ 3000 PSI OF COLUMN PLAN AI -Al 3000 GULFBREEZE PARKWAY " CONC. ALL LOCATIONS „ SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW wl SCREEN N & FLOOR PLANS REVIEWED DIVISION LOCATION: (G.GTOVERIFY W/FLOOR PLAN FOR PORT ST. LOCI E LOCATION OF OPENINGS IN V SIMPSON LSTA30 SEE FLOOR PLAN CODE ',Ct�MPLIANCE EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL 0 w/11-10d TO BEAM FOR BEAM SPEC. & TO FRAME BELOW ST. LUCIE COUNTY' ♦ Job Information: STUDS ARE REQUIRED), NOTE: 4411 MAX. SILL HGT. ON % BOCC ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW i W/ SCREEN WINDOW STOOL n CEMENTITIOUS DECORATIVE PER SPECS " PRECAST CONC SILL L.L FINISH 7/8" THICK PER ASTM C•926-96A PAPER BACKED FOIL R-4.1 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL " N PER FBC AND ENERGY FORM MORE INFORMATION). SEE TB13 1/2" DRYWALL ON SHEET � EXTERIOR FINISH.- SUBMITTED WITH PERMIT , (SEE ELEVATIONS) ' - d FOR NAILING INFORMATION FOR WALL SHEATHING. APPLICATION 1 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR Ld U R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE x 17" IN CONCRETE - 25" 1 x 4 P.T. EXTEND (ACI 530) ABOVE I , - 1 C r N M M ro AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" T[iEN BASE NAILER SLAB. ALL LOCATIONS SHOWN Al I Al BUILT-UP CORNER MIN (3) 2X4 F' O PY LAG V w aj T a E p WITH PERMIT APPLICATION " HD) w/2" WASHER AT 32 O.C. MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN w/10-1SIMPSON TOHETA20 I 00L W/10-10d TO COLUMN , , POST , . OR 4x4 POST w/ 2x4 UNDER " , Q m L a WOOD BASE FOR TERMITE SHIELD PLAN _ I SEE FOUNDATION PLAN FOR EACH END OF BEAM f � Q J W Z) M p SEE FOUNDATION FOR SLAB INFORMATION - _ - - _ _TOP OF SLAB _ — i SLAB INFORMATION TOP_OF SLAB - ,,. — - NOTE: ' 2 X 4 P.T. PLATE _ ,v , •.,. J I /\ I /\ V V � , .. >t • %' * BOTTOM STRAPS MUST BE ;0 INSTALLED ON INSIDE OF VI Model Name / Number: GRADE COLUMN. DO NOT BENDT�> „ a t' GRADE r T STRAPS UNDER PLATE. 2508 ( N PLACE STRAPS IN FILL ® Plan Issue Date: CLE,AN 3 w SEE PLAN FOR N CELLS w/#5 REBAR f °; (TYP.)4 COURSE HIGH CMU BASE COMPACTED 9 FILL ' ' ° f° ; RE -BAR QUANNTIES al,• ., FILLED w/ CONC -SEE PLAN FOR Wednesday, June 23, 2021 `SEE ; , JI4y+ ,fsLxi SIZE. TOP OF COLUMN BASE - ♦ KAPROJECT NUMBER: SEE FOUNDATION PLAN PLAN° SEE FOUNDATION 2' �! • -0" AFF :, FOR FIG REQUIREMENTf� PLAN ;; _., 214888 •• Sheet: - 2 Of: NOTE: DETAIL CD211/ S.2 MAYBE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE ��-- WS01 TYPICAL WALL SECTION - 81, CMU 3/4"-1'-0° CD22 ENTRY CMU COLUMN BASE w FRAME ABOVE N.T.S. � / WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"-1'-0" - TYPICAL FRAMING DETAILS I INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC .AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 8" D BLOCK TIEBEAM W/(1) #5 REBAR U.N.O. 'APLAN) 7/16" O.S.B. .. EA. SIDE 2X BLK'G. TO O.S.B. W/2-8d EA. END EDGE VIEW WHEN REQ'D RECESSED — PRE -CAST LINTEL - NOTE: MAY CUT BACK 2x P.T. @ TOP TO ALLOW CONT. 2x48LKNG AROUND CURVE. MIN. 2 T EN ANCHORS TO 2xS -2x8 W/ (3) 12d N TOENAILS EACH END 7/16" OSB W/6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE .4x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING N.T.S. e m m 1" 1,i5" 1Vi (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.UW, L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D.0.162", Lr 3d/2•) OR EQUAL (ONE INFO EACH OUTSIDE FACE) (0 = 0.162". L= 31/2') OR EQUAL 1) ADJACENT NNLS ARE DRIVEN FROM 3) FOR 4PLY. PROVIDE 1/4"DIA. x 51/2' LAG OPPOSITE SIDES OF TH E COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" CC 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATION, ADDITIONAL INW. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) ,r• ::. F.F. OVERHANG _ FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'0 MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGYiFORM SUBMITTED SIMPSON SP2TOP WITH PERMIT APPLICATION AND BOTTOM. TYP. @ EACH 2X CRIPPLES (3) 16d, COMMON @ 16" O.C. NAILSOYP) ,1 °I HEADER PER15 J/ LOCATION r 17/16" OSS W/ 6d � f, NAILS @ 16" O.C. ADER TO SIDE & TOP NAILER (SEE PLAN) 2x W/ (3) 12d TOENAILS EACH 7/16" O.S.B. END TYP. EA. SIDE 2x4 SPF CONTINUOUS 2XBLK'G. TO O,S.B. BLOCKING ATTACHED W/ 2 -.8d EA. END TO 7/16" OSB W/ (2) Sd NAILS. SEE DETAIL ABOVE EDGE VIEW 7'-0" MAX WINDOW OR DOOR OPN'G IIF02 I DETAIL @ ARCH WINDOW FRAMING N.T.S SEE GEO5 FOR STANDARD GABLE END- FRAMING �`�..I�•. `I \` I I INNI Z + +I uQ o I+ +1 y 0zq 2X TOP PLATE TO I GABLE END W/ 16d I I J NAILS @ 6" O.C. a I I J J + +I 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING PROVIDE 2x4 ON TO ' OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) STRUCTURAL SHEATHING q8+ 7/16" MIN. NAILED W/ 8d 2x4 STUD COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS: BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD. TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL 0 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP qiq+MAN TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5ACONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS - * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8' D" LONG_ TYPICAL IE15 FALSE BEAM AT GABLE END N.T.S 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL VF17 I TOP PLATE SPLICE DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. n* IF ONLY 11) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE 2X EACH SIDE OF OPENING G.C. TO W O.S.B. INSTALL (3) TITEN HDEA. . 2 8d 5/8" x 8" EQUALY SPACED EA. END PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2XISWALL KINGS JACKS I KINGS SIZEJACKS EA END EA END EA END EA END LESS THAN 4' 1 (2) 1 2) >4' BUT <9' (2) 1 (3) (2) (2) 3 4 3 4 CONNECTOR REQUIRED INSULATION AT EXTERIOR a SP4 AT (3) 16d COMMON SEE PLAN 2X CRIPPLES @ 16" O.C. WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICK 24 0.C� NAILS(TYP)� FOR WLL HGT. W/ SIMPSON SP2 TYP. —� TOP AND BOTTOM CMU- o Z�gr.%.]// �r..// Y r/1PrI 410 A Oil .. 001 TO SIDE & TOP NAILER 1111 + 1 2X W/ (2) 1r5d TOENAILS II.EACH /! .1I END 2X4 SPF CONTINUOUS _ I © . • • :.ABOVE ELEVATIONSEE FOR ROUND SQUARE BOX HEADER--j EACH END WA 1 1 ! . WINDOW OR DOOR OPN'G i-CMU WF39 I TRANSOM DETAIL AT ENTRY 1/2" * WHEN STUD LENGTH I5 LESS THAN 12" USE LSTA30 MAPS AT EACH STUD WRAPPED OVER. TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN STRAP 10d NAILS @ S. O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) — * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE T313 ON SHEET 6 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC--� AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE I STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 i j— 2 X 4 SPF AT 16" O.C. I STUD TO BOT.PLATE: ✓ SIMPSON SP4 1 1/2" X 8" ANCHOR BOLT @ 32" Q.C. 8" CMU WALL VF21 I KNEEWALL @ ENTRY FRONT WALL 3/4-=1 /-TOP SPLICE /-DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. WOOD BEAM SEE PLAN FOR SIZE V SOTTOM SPLICE TYPICAL BLOCK OVER STUD Wes'-\ HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 1 WALL HEADER DETAIL N.T.S. SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4x 4) i + (2) SIMPSON HETA20's w/(12)-16d EA, TO COL ALT: (2) M57AM36 STRAPS CENTERED W/(13)-10d NAILS Ea TO COL. v-. .TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL N.T.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY *�N,Iq NSE. +� N .. (y0 fl r , s�0� »9 mvo ti ib g ?C13 W u� m W ik.O_ 0 Ir�F�rga�a�° H- s5W0X 01 on oIL Z o m U ? N '9 WWW.FDSENG.COM. ❑ ❑ ❑ Z a — 0 Z N a N J O_ a -I Z Lo Ln1 0 M dA o ', lJ — 0 D4' � I-'4-.`L U .N E r H L! '- tJ < C4 0 I ifC A I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: LO � LIJ a L `N U M M z Do 0 M U Fj Model Name / Number: 2508 Fj Plan Issue Date: Wednesday, June 23, 2021 / KA PROJECT NUMBER: 21-4888 Sheet: I. TYPICAL WALL DETAILS 2X4 #2 SYP BLK'G @ 16" O.C. W/ MAX 9" UNSUPPORTED *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH) SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN ,-- ' OR EQUAL TO 45° (MIN. FIRST 4 BAYS) BLK'G @ 18" O.C. MINIMUM 2'x4" 8d NAILS @ 4" O,C 10D X CONT.0.131O.CSEA SIDE) CROSS BRACING - L ,, +� WALL AND ROOF (SEE PLAN FOR .. ,.,V IF > ' LOCATION) , ,y-,as SHEATHING SEE TB13 'I BLOCKING FOR SPECIFICATIONS • yy�' 2x4 SYP L BRACE FOR I1 w y.,I 2x4SAPPR XPS�FROMRIDGE 9x6 SYP BRA. FOR THEN 48 O.C. AFTER. NAIL w GABLES L BR TO 5 OR TALL. ' a 312d 0 EACH FND & GABLES 6'-0" AND TALLER. 1r •.,,- . CROSSING AT 45 ANGL ATTACH L BRACE w - (NOT REQ4 W WHEN 12d NAILS @ 4" O.C. FASTEN (1) SIMPSON HGA1O GABLE TRUSS CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROM ' IAGC BRACE TO SILL PLATE w/ 10d @ 3".O.C. TRUSS BAYS (8'-0") NAILED (3) 12d - w/ 312d TO CHORD (MIN BLOCK PLATE NAIL GABLE TRUSS PER JOINT _ 1ST 4 BAYS) TO TOP PLATE w/ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING 2x8 T. PLATE 1/2"X8" ANCHOR BOLT NAIL OVER X BRACE AS SHOWN ) 2x4 SYP OR SPF BLOCKING ��— 4 BAYS AT 48" O.C. MIN, INSTALL BLKG. AT TRUSS WEBS BETWEEN TRUSSES @ 48 A. KNOCK OUT COURSE X-BRACING - 2x4 SPFOR O.C. MAX. FASTEN TO EA. w -1 N I CHORD BRACING 2"x4" MIN. FOR NAILING I. TRUSS 3 2d A LS EA MASONRY WALL CONTINUOUS BOTTOM SYP w/ (3) 12d Cm EACH / END TRUSS WEB NAIL TOP OF "T"?0 GABLE4OFT' ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1OVER FOR ATTACHMENT SIMPSON H8 w/ OVER JACK TRUSSES, SEE TYPICAL CROSS BRACING DETAIL N.Ts. TB02 TYPICAL CROSS BRACING DETAIL N.T.s. 10-10dxi1/2" NAILsP""' FASTEN(1) SIMPSONHGA10 @ 48" O.C. w/ 81/4"x11/2" SDS tB IDE 2X4 MIN. BLOCKING AT END 0o OP PLA E /BEAM BLOCKING wj 2-12d TOENAILS N TO GABLE TRUSS w. 2-12d ER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON HIS w/ EEN TRUSSES BELOW, SEE PLAN. 10dx11/2"NAILSCN ,ew64(III Y' eH Ro cHENDroTRUSS TOP @WOOD FRAMED WALL @DUTCH GABLE `cJ cs CN - R,. ••v gCjl� . * w N USS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. �t "j w WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP OF TRUCTURAL PACE G.T.SHEATHING ADD 2X4 ALONGSRIPPED 2X4 SYP #2 "' TOP CHORD WHENAIL TO TOP CHORD TO PREVENT SHEOF HIPPED TRUSS W/ SPAN FROM EXCEIP 12d NAILS 0 6" O.C. MAX 24" SPAN (EG.T SIDE OR BOTH IF ROOF (2) 12D NAILS MINIMUM (3) 12d AT.12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SYP TRUSS BRACING W 1- SEE *SPACED AT 10'-0" MAX g'� SHEATHING m a�it 00 PLAN 0 § m LL LL 2X4 BLOCKING a BETWEEN TRUSSES HIP TRUSS 0 o Di a Y SLLJ,.G6 Q"v 3t�` a m 3 TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) 13 N.r.s. g z= < ver LL Qg� g �� ul��m� & o s� LL 6 2� < a k 88 2 y f w U 3y Zc .❑ ❑ ❑ r '0 V/WW.FDSEN a.COM 0 N z g Z N N TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND ` a Ln BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT — I� �j c IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING $HALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M TO S SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTSEN '. NO EXCESS CONCENTRATION OF ANY Q) M CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY. SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. h 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. w 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Ln Ln tYLi ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDETRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTHD S WHERE TRUSS DEPTH D(CESSTANDARD HEELHEIGHT. c ,TS I- J M .. �..a._.�-.. SEE TYP. TRUSS BLOCKING DETAILS ` V U — N E SHEATHING = o^uoi 3TO4TRUSS AS SHOWN cs �^ TRUSS SPACES DI ECTION Q N o l RUS DAM MOMR VERTICAL SCAB 2X6 42 SPF 48" O.C. SEE (2� NAILS W/ (4)12d TOP & BOTTOM OR H5 SEC N TRUSS -,,,TO E TRUSS FLORIDA CONTRACTORS LICENSE NO- CRC133O146 OR HCLR/LL IN PLACE OF (4) SOD PD REQUIRED ® RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SERE PINY ouBLe ioP WueLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE -ENO. TRUSS 2x STUD SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2x sruD waLL VARIES w ROOF P,N, SLOPE .\ /, • PORT ST. LUCIE CONY. FRAMED RIDGE \ \ \ 2X4 SPF BLOCKING / / / ♦ I Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4)12d \ \ BETWEEN TRUSSES NEXT TO PRE -LNG. TRUSS 2%8 BELLING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ / /. B REQUIRED w/ (2) MT512'S REQUISEO"@ RAPIERS GREATER. \ \ / THAN 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) / COLLAR \ \ 12d AT EACH END & REVJ E�r� LU FUH EVERY 3rd rd \ \ ALTERNATEERNATEDIRECTION CODE CIOMPLIANCL 0 SHEATHIN RAFTER � 2X4 BLOCWNG BETWEEN CB BEVEL CUTS \ , �a TRUSSES W/ (2) 120 NAILS ) �,{ ^� (OPTIONAL) ,. , �7T..LUCIECOUNT�' O ® EACH END, CONT. EACH BAY / / TRUSSES IZ O L0 a TB 2X4 SPF W/ (2) 47)L41/2" (�,%° �.. IT WOOD SCREW EACH TRUSS SEE PLAN U v ALTERNATING D9 0M BLDCwNG OR H5 48" O.C.' / /. M. d) PREENS. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP \ / / a N STRUCTURAL SHEATHING CHORD AT ALLHAND FRAMED AREAS TYP.006. SEE PLAN FOR CONNECTION '', SIMPSON A34 OR _/�/�IW� roLL 2X4 P.T. BLOCKING BETWEEN (USP MP4) @ \ \ / / / / ® W ' /1 ♦ /, O DIAGONAL 2- N ENTER \ \ V/ V I WOOD 2x8 #2 SYP RIDGE BEAM 0 0 C TRusses w azd NAILS � � 2X4 SPF BLOCKING / (2) ATS-0° TRUSS \ /\ / EACH END.. Max � 2x8 RaFreas 02-D o.o. BETWEEN TRUSSES ♦ Model Name /Number: MAX. W/ (3) 12d COMMON X @ 24" O.C. MAX.w/ TOEWALL BELOW 2X4 T RIDGE BEAM / • /• \.. (3)12d EA. END (SYP.) 2508 (SEE PLANS FOR TYPE) a Fr RAFTERS 2'.W OFC IM WOR s/ (s}si D N SEE PLAN -0ONC. MASONRY COMMON TOE NAILS To RI GE BEAM 2X4 CONT. AT STEEL OR WOOD ♦ Plan Issue Date: T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z" SPACE Wednesday, June 23, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING ♦ KA PROJECT NUMBER: INFORMATION 21-4080 2x4 S.Y.P. @ 16" O.C. Sheet: Of: 0 TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T•5, ROOF FRAMING AND BRACING DETAILS E A THERMA-TRU 114STALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to th4E 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 ONTIN000S THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP D HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE SONRY JAMBS. N. SPA EVE 6- 6„ 6„ SINGLE DOOR SINGLE DOOR W $IDELITE All 6" 3" 3" � III - _ _ - - III E r I 3fl 3" 3" 6 6 6n, DOUBLE DOOR W/ SIDELITES JA /E fl 6' ;PACE MENLY D" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 17-011 IN FRONT OF MECH. OR AP'P. WHEN REQUIRED _ 4" DIA. CONCRETE FILLED PVC. PIPE. 0 O 1 TOP OF SLAB 00 z a f I 16" MIN. DIAMETER O ° a r" CONCRETE FOOTING rl N__, 11, n PACE VENLY w000 7" swum 8• e" 8" 8° . SEA ANT L E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS. a PER SHINGLE. P� " .� - 0 ON v veney oemeninse SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY ITICAL WALL ENTRY TEXTURED, PAINTED EXTER. WALL FINISH ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 8' ABOVE VERTICAL RISE OF FLASHING AT HNEEWALL m FLASHING DETAILS e° noRlz NOTES THIS DETAIL IS REQUIRED FIasnlNc AT ALL VERTICAL WALL INTERSECTIONS WITH. ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW ." AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN, 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2' PHILLIPS '' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU t' / THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S i/2" Nlif�l. EMBEDMENT .oiO"I•HZ�,- 'T$WPP,tifli SCREW HEATI Est yy W.fa OTHE CAULK SE'TiWE FIN r SHEATHI CAULK BY OTHERS O.A. WINDOW` HEIGHT XTER104 3/4" MIN DISTANCEj A REVIEWED to Jfrl i '�CODE COMPLIANCL COUNTY 1! P TNTERTOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S FILE COPY Maakqum huderser 5psdng (Jambs, Head and Sin) #o Weft Mouming Fln... Baeriar RBaed Vievi YdMwv of Wall Framitg; 925pruce/pine(fh Or Better / Sttimhe Scroew #i0" — - Minimum panebaaM Glazing Bead 1-31e• Cross Section V dew Minimum EitrryarsMathirg SWI Measure g be sure the opening Is 3/8°w1/2u larger than the window size both verecalY rAbaubt^^SM• A Yw maywish to pre -drill the Imitation holes in the An at th's lime. the Aofain NamoBaB An as menotraressarl Step 2 Apply a generous bead of silka,ne w the badede of the mounting fin. Use enough skone W su8kkntiy fill all will behle ri the fin and the well sheathing, Step heart the window lmothe opening from the outside. The window Is labeied'Insde"and 'ouLdde',.. but IF those labels have been rennoved, the gluing bead should almsys be w thehostile of the building. Step 4 Install shims under Me sill, adjusting them until the lint Is plumb In the opening. Shims should be Installed wrier the sill every 2 het. The window should be basically rentered in the opening with no more than 1141 gap between the window and wall Framing. Seep3 hatall a a10 a 1. 2"screw 4' From the oomer of the fin at eimh end of the head sill and both Iambs. Step 6 Install the remaining lasbenas In 8" increments from the corner screws tothe outer of meth hmne member. Use care not to oam- tightenthe screws and pull theBnthrough the fin. Alm, make sure the screws go in straight and do not Ouse the frame to bow. Wall Ironing should be a iNnntel of #2 Sptupe/PInGRr. Fasteners should be#10 wens ofSu18tled: Wo to achleve l-W pefietration into the wag and no less then UY From edge of Kamm. Fasleller Quentmes needed In eatli sde of fremew arhiew 8" Le gth of Frame t4em6er 10" 1fl 16° ' 34° 41° 60" 58" 66" 74" 81° 90" 98" Numberof Fasomes 1 2 1 3 1 4 1 $ 1 6 1 7 1 8 1 9 11101 ill 121 13 Sup 7 Remove elossGloom ' ueeze our From around the On arid Inspect lea toles or volds. Use silicone to M any volds. Step 8 If desired, a foam Insulation on be applied to the Interior gap between the window and will ha i ing. If applied, ft atudbe the NON EXPANDING rrPE FoAN. Step 9 Since Ocese wmdmvs am typically Lead In rooms will high mounin let, bethrmma, it is recommended "A the lmermr gap between the window and will framing also besedled with sucene and Looted sous not to Inbefere with the Installation of 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 CDOUNTY APP. IKO Industrues, Ltd Cambridge 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: DAD' Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL FL21580.1 R-2 COUNTY APP. prod -rr a ven " D " D.C. TYPICAL MAX. ROOFING UNDERLAYMENT: 1St Choice TAMKO BUILDING TAMKO 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 +30.0/-30.0 CLOPAY 6 x 7 16x 2"x6" P.T. WOOD JAMB WITH FL16546.8 6) 1/2" DIA. x 8" "J" BOLTS 2nd Choice +30.0/-32.0 CLOPAY 8 x5 FL15279.84 Swing Doors: 1St Choice +67.0/-67.0. THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X8" FL20461.11 FIBERGLASS D00 TAPCONS MIN 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 +67.0/-87.0 THERMA TRU-CORP. SCUD FL20461.1 AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE FL15215.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. LITE SERIES THEREAFTER. (TYPICAL ALL 4SIDES) Sidelights MATRU PLAT RO FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS I SERIES 420 SGD FL15332.4 AIUrn reIrr r IWNOWS&DOORS MI SERIES440SGD reinfomed FL15332A2nAlum. Windows: 1st Choice +l0/-50 MI WINDOWS 3540 SERIES Twin Si a Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16".TAPOON ANCHOR WITH MIN. 1?A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.9 HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-50 MI WINDOWS SI le Hung (flange) OF TO VIDE 5 S' WOOD BUCK r T #8 FL 17894.2 NSTAIEN THROUGH U E W000 SO EW S540 SERIES +50.C/-50.0 MI WINDOWS Single Hung (fin) SUFFIEINT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL17676.2 IN WOOD SUBSTRATE MI WINDOWS 3600 SERIES Single FL17894.4 Hung (Flnless) frame Mullions: 1st Choice M-1926 MI WINDOWS MuIIIOm Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5795 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 1.8504.1 iM-1926 Horizontal MINIMUM I EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3640 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 WITH MIN. 114" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED- INTO WOOD BUCK. Soffit: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl ofaeng10" on center In dlrectlon th FL16503.4 R5 Plygem / Variform I Plygem Double 5 1 Double 5 standard (vinyl) 10" 19L12194.1 Double 5 standard I standard Vinyl staples solid 144 ve d .145 FL12i94.2 Hurricane Panels: Dade County App. ALL AM RI 24" Ga• 24 GA. STORM PANELS 1st C Ice SHUTTER &GLASS ,to nn Panels FL16293 R3 I have reviewed the above components of cladding and have approRq their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 561a6 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: ;11S 81 B81gp " l6aV r� TO pppp rl e Y cc p o " � C q• 2 r .r\•. o �J' 4 tpo dj LOR\,.v d�,' `�,, c fPsest►P� 3 is g g r Lo n0 o 4# �L ?q Is 'W E ii Q i3 VQ, m ii li Q� I�W'O p 10 w a yea s` a At a�g v Y EI a Q 0'E ¢ 5.6 3 2 ICs�xd a,-gS GO J LLr .4t d 8 F7 v a� oc4 am D o h9'm WWw.TU5EN8.e0M ❑ L_I ❑ C9 w z Tz z $ � m aOn €, a z r Ln U m -J w E U� O i w (A cAt LA1.5 �m I k 00 00 L)�o� C go, I`oa°o ©QI —. IKMm�! A DAMS HOM1111651 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O In LLJ 0 Cn M /' M Gi V-1 ILm .. < CIL J 0 W UE m (n cnCc Model Name / Number: 2508 VI Plan Issue Date: Wednesday, June 23, 2021 VT—KA PROJECT NUMBER: 21-4888 Sheet: S-5 Of; MATERIAL REFERENCE INFO (PSL1 I 1 MECHANICALLY FASTEN AS FOLD Up WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER& WEATHER RESISTIVE C]ENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall DOOR ROUGH OPENING TO BE USED, envelope shall include flashing as described In Section R703.4. WEATHER WINDOW UNIT -RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE °� EXTERIOR SELF -ADHERED FLASHING 3DHE BEAD OF APPLIED SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER O.31n:1Z.O In OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) WALL BY 6IN. UP JAMB 6'. USE LIQUID NAIL BRAND P R ®D U v1/''�_ T S ®E TAILSe R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 rasom„cow; / OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where WEATHER EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water -resistive RESISTIVE CEMT. FIN. barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS PER FBC-R (CURRENT EDITION) 703.7.3 manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUSFLOOR I (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHINCT applied over wood -based sheathing, span include awater-resistive vapor -permeable barrier wRh a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers chat! be installed independelrtly such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather RIM JOIST - to the water -resistive barrier is directed between the layers. resistive barrier tamabovera headerlysur allow for hashing installation Refer to the number marked as ® in each detail that corresponds to the . 2. Self -adhered hashing plus head flashing underweether BUILDING numbered items In the list of Instructions below: Exception: than that of e0 m water -rosnute Graive de Dap that and sapplied over from thwood-based stucco sheathing aintervening, a water resistance nti substantially equal nonto or resistive barrier 1 PAPER 1. Install self -adhered flashing m order as shown by numbers 1 absorbing layer or designed drainage space. lac 3. Fold weather resistive barrier bade over head flashing and d weather resistive barrier to form water shedding 2. Install flashing an p seal with tape 2 3. Self -adhered flashing can be substituted for buildingpaper p p V � O R709.4 Flashing. Approved metal flashing, vinyl flashing, selfadhered membranes and mechanically attached flexible 4. Split the release paper using the ripcord (Split release on demand, Mashing shall be applied shingledashion or in accordance with the manufacturer's instructions. Metal flashing shall be Scale: Nrs SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING TWP02 D Scoring Cuts instructions. All flashing shall be applied In a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW W p®l EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER r water to the building structural framing components. 5eltadhered membranes used as Mashing shall comply with 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTh1C1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In 3/4"-1" BEAD OF CONSTR. ADHESIVE exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT 6. Fold as Shown by affOWS flashings shall be installed at the following locations: �` ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of comer May vary, adjust foldingof the flashing accordingly to fit THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING tight to comer y rY ) g gy tR` 9t,tst-rrrry a♦ FLANGED WINDOW UP JAMB 6". USE LIQUID NAIL BRAND g 1.Extedor window and door openings. Fleshing at exterior window and door openings shall extend to the surface of the n y0 O ® >♦♦ REFER TO TECHNICAL (SEE DETAIL WPO1) P ga.„ �i . ♦ vi OR EQUAL WEATHER PROOF CAULKING $. MSChanlCBlly fasten aS neCASsafy lit exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically e +� N •, S' a CV LETTER ON CHEMICAL SCORED COMPATIBILITY , RELEASE PAPER attached flexible Mashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed �-9 , in accordance with one or more of the following: i 8 °; (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING, �-° r RELEASE PAPER TO EXPOSE SELF -ADHERED EXTEND A MINIMUM 6" ADHESIVE As seowa> 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing ' �,U BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. OF •mow THRESHOLD + MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish ti to z s the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection p e t7 NECESSARY IN CORNERS THROUGH SECTION -A at the head and sides. `a r, •., L� See SEE DETAIL WP02 SELF -ADHERED FLASHING rU•N r �\ 1.2 In accordance with the Bashing design or method of a registered design professional. S "1 a vc ( ) 1.3 In accordance with other approved methods. '' %yf p 11lIlN� y SELF -ADHERED 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ FLASHING "v 2 WDMA 300 or FMA/AAMA/WDMA 400. a 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING J projecting lips on both sides under stucco copings. NAILING FLANGE t 4 3. Under and at the ends of masonry, wood or metal copings and sills. - DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS4 6 4. Continuously above all projecting wood trim. g BOTTOM NAILING $ UNDER DECKING) (.r \ 7 5 aq' O i°v uOv SEE DETAIL WP07 `f FLANGE S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction, g 1i F w m go SIR * # ik G. At wan and roof intersections. B 8 tl U C R-1 SELF -ADHERED FLASHING W�®/j SELF -ADHERED FLASHING �p�p SELF -ADHERED FLASHING �p/p �+�g5 o��' HALF ROUND WINDOW f EXTERIOR DOOR WITH DECK V V 1� ®5 INSIDE CORNER V V r ® V 7. At bulk -In gutters. t m e" W; � n� w a Eys22 � t49�'a� a m . �g i m {5,�j' �$ SELF ADHERED FLASHING +v.:S1af c E g' o Q (L 8.� � m O ~ z DECK PROTECTOR may.. ;�b�e SHEATHING - -.-, r '`-�. t t P ZR ¢ d 7/8" Cement Plaster a ao W m - _�-- �' in accordance with 7/8" Cement Plaster s - o " o ASTMCg26 in accordancewith m N ` -- -- SELF -ADHERED ASTMC926A g e s ..-.. m - r' fl WWW.FDSENG.COM FLASHING PATCH ' ' . - Felt backed metal Felt backedmetal lathe in accordance lathe in accordance O SELF -ADHERED FLASHING Z S o DECK PROTECTOR wkh ASTMC1063 with ASTMC1063 Building Paper Building Paper a Ic 7/16" O.S.B. 7/16" O.S.B. a 'n L as a l �i �• sheathing DOUBLE sheathing �4 - SINGLE JOIST ' Z JOIST SELF -ADHERED FLASHING ' Flashing Of wep eep screed ,,* J wee scrP d �% o c SELF -ADHERE DFLASHING -I ' _ P f� l block below t0 Of 2 3 1/2" block - lJ - Unperforated 3" MIN (J Flange 7/8" Vulcum 0 4 I bottom M 1 Weep Screed O5 joint only ", .fO V � E a , Bottom) of MaintanMetal FlashingIF :I 3-1/2" Unperforated _ a _ 1 SELF -ADHERED FLASHING \ /� / ®� SELF ADHERED FLASHING \ ]� j� ®O APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W ®� Weep Screed Flange 7/8" Weep Screed U OD o ©I ll \HO.8362x;DECK JOIST V �/ OUTSIDE CORNER V V o ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" tO 2"of INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1 /2" Cementltlous ¢ LO b0 Sheathing Decorative Finish DAM H014ES111 , b • • l , All inside and Outside comer will FLORIDA CONTRACTORS LICENSE NO. CRC13307A6 EXTERIOR - WINDOW UNIT ° need to be miter 3000 GULFBREEZE PARKWAY cut and caulked all GULFBREEZE FLORIDA 32563 CEMT. FIN. Cement Plaster butt joints need to ' in accordance becaulked using DIVISION LOCATION: BUILDING PAPER SLOPE e, ° Vulcum caulk far all SLOPE with ASTMC926 SLOPE 0.3 in: 12.0 in 0.3 in :12.0 in over wood 2nd PORT ST. LUCiI E 0.3 in: 12.0 in (0.6 cm: 30.5 cm) (0.6 cm: 30.5 cm) floor Job Information: (0.6 cm : 30.5 cm) . W ED FUh SELF -ADHERED FLASHING :OMPLIANC : > WIRE LATH SELF -ADHERED FLASHING EXTERIOR UCIE CON" BOGG BUILDING PAPER CEMT. FIN. il WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish G1 ai I � Block UJI �2 U WIRE LATH 2 1/2" Perforated N M Flange 1/2" Weep > 3 BUILDING PAPER BUILDING PAPER Cement a Screed ¢ d Plaster I--- (J m G0 over block ® ® ..J W ::D m o l st floor o I Go (n EXTERIOR CEMT. FIN. Install bottom Model Name / Number: WINDOW UNIT Slab edge of weep screed 1" below ZrJ08 finish floor Plan Issue Date: OPTIONAL DETAIL Wednesday, June 23,2021 2 Note: YJ OPTIONAL i KA PROJECT NUMBER: 38 3 ® The The building paper and metal lath 21-488$ must be installed over the top of WEEP SCREED DETAIL Sheet: WEN& Of: SELF -ADHERED FLASHING /� /� o SELF -ADHERED FLASHING 1WP MT. SELF -ADHERED FLASHING n Ij SCALE: NOT TO SCALE lap CEMT. FINISH WINDOW HEAD V N CEMT. FINISH WINDOW SILL CEFINISH PARAPET WALL WP1L the Weep screed. WATER PROOF DETAILS 5 duct bath a d t to roof or wall cp w/ standard 70 cfm bath fan DBL 25 SH 25 SH " 16 PRECAST ABOVE 16 PRECAST ABOVE � EGRESS '.. HO ° BIBB mw w LANAI 1668 v 11'-6„ BATH 3 ' BEDROOM 4 O 34so s 8'-0" CLG r OWNER'S BEDROOM 65° 60 100 ti 10x6 1 S'_O'p CLG ., '' 12x6 1wcd -a" U r - (2)-3050 SH 8 \ N (y�� ":. 2858 FRENCH CZ '. BREAKFASTOx6 1wc ? x12 rag v C N 10'-00 CLG 75 j „ M.C. O �. 16x16 rag6 6" z 206 } �- 1210 1wcd R SH o O 12x1 r U �. R/SH „ S 1, g O } S 9" 10 0 rag7 (� 8x4 1wc 8x4 1 20 FAMILY ROOM 020 U 4' „ ° 4 ATTIC ACCESS 10'-0 CLG _KITCHE I O I� 3 LOCATE IN FIELD 10'-0• CLG 6 1�x� fVcd 22" x 36" MIN 12x6 1 wcd 124 1 w :', go 65 R SH R 160 160 1Ox6 we (n \ "' r-, " 7 7 m in W Ln N �— I m 0 e�o�� H 5 % n" _1 N C 10x6 1wcd 16 24xT8 fbrag 1Ox10 ra V) N LaZ 50 f ® W � 2466 8x4 d ! I Iff BEDROOM 2 0 GARDEN ! 8'-0" CLG vJ — TUB _ 5-S FLRG LINE COL 5 a r — 8„ ® DINING ` ROOM 15 6 10x8601wcd o LLJ LU to'-o" CLG i x4 1 w 70 aW? �aJ Q 125 N W FOYER 1ox6 1w to '-o• CLG 12x6 1 wcd in LIVING ROOM LITl IT Bt ° WOO 0 '-0 CL INVERTED HIP TO 10 , ,.7 <; W ' 2- 668 14x8 1wcd >o w.H. 115 RlsH _ 30 (2) - 12" IDE TRANSOM AB . MET. T'HLD DBL 26 SH TRANS. AB66 DC SEE ELEV. I ATTIC ACCESS O iO LOCATE IN FIELD O ENTRY LI 5" bath �7uct 22" X 3s•- MIN HIIIIIIIII I I I IFIW 10' CLG 4" dryer duct _ t0 roof dr Wall Cap DBL 25 SH to roof Cap coo4 w/dryer vent box I' I uJ Z w/-standard 70 s- LLB O cfm bath fan m 3 CAR GARAGE REVIEWED FOR ® 6 0" cic CODE COMPLIANCE O (� ST. LUCIE COUNTY = LU CANTILE G.T. BOCC ! n LU I— G.T. 5bath duct V J Q 5" bath duct Q to roof roof or wall cap to roof wall G.T. ®oo = cu > or cap ndard andard 70 S, staS_ G /tandard 70 O Q O 117 IL Z Ln — .. w s c f bath fan — l 19 h t 8 X 7 OVERHEAD t c 0 I. c f m bath fan o1 16 X 7 OVERHEAD m LU FILE COPN' 0 z ® w 3:J AREA CALCULATIONS Q m I— Q LIVING 2523 S.F. D Q la� 3.5 TON W/5KW @240V 1 PH m 0—-1(J) ll�:) 0 R 1Ing 18x13 Alen platform by TOTAL LIVING (AC) 2523 sF. FLOOR PLAN bldr GARAGE 620 S.F. SCALE: 1/4" = ,'—O" COVERED ENTRY (BASE) 177 S.F. _ Z-1 ELEVATION "C" COVERED PATIO /LANAI 200 S.F. v' TOTAL AREA UNDER RDOF 3520 S.F. 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.