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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: C�1►["f1lN/_1 INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED.. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE WATER -RESISTIVE. VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED ` IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELFADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE INS OR. GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION.. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE 1 DESCRIPTION CAST IN PLACE CONCRETE 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" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS Off ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064 / A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST. ONE CROSS WIRE WITHIN THE 6% OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL /.STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70f OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOT NGSHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTINC REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIG , GRADE N, TYPE 2, CONFORMING TO ASTM C90O14, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI ( f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C2 0-14A. 3. COARSE. GROUT. SHALL CONFORM TO ASTM C476-10 WITI A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY NSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL. REINFORCEMENT SHALL BE A 1 NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE F ELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IIN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE. FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSOF ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7.. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVID STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACINGS ALL BE ABOVE AND BELOW ALL WALL OPENINGS. 0 CONCENTRATED LOADS FOR 7 DAYS. PER CODE ACI 31.8-14. NOT UNIFORM LOADS TO MASONRY WALLS F0� 3 DAYS AND N N 10. DO O O 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHE R WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE .END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN 0 t DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL M M RS SHALL BE S.P.F. #2. ALL WOOD STRUCTURAL FRAMING E BE SHALL BE USED. AT A MINIMUM,R 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FO DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND. FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE ONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT AVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER I' IN DIA. FOR PLUMBING U ES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHE ICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT PPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STANLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH QR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 8, ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICRO M (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WA L AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/2) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. 7 TR STRUCTURAL I OSB EXPOSURE OR 15 3 2" RATED OSB EXPOSURE 1 WALL SHEATHING:16 S UC / A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES. SHALL BE SECURELY. FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED''.BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH AMAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES, SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES; BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS,. BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFr CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH. EDITION (2020). RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E3046 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF-20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOORI-JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" *** TL MAX 1/2' GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP. CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 O 0 BOTTOM CHORD DL SO 10 10 10 TOTAL (PSF) 37 37 1 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORDAL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (pSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100: (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL 0 HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PST) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A R HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR 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 O O5 (+) �27.6 (+) 27.6 10 (-) '.29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 Q;j 5027A 24.8 (+) 24.8 0 31.1100 (+)'23.4 (+) 23.4 (•) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS*. SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) ' 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" _ END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 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 FIELD REPAIR NOTES GENERAL NOTES: ISUILDE R NOTICE. 1. MISSED "1' BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET' EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed in the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2' TITEN HD BOLTS WITH MINIMUM 7 EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. i 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 2. FOR MISSED VERT. DOWELS, GRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. p q 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 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FR M DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CU iE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior. to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VE T. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO. CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, IOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION M Y BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 34"x 2'/i" TITENS TO information found in these plans should be directed to our Quality MASONRY AND. (7)­10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10. / (4) 1/4" x 1 1/2" SDS SCREWS AND (5)1/4" x 21/4" TITENS ONE EACH SIDE OF TRUSS. for reimbursement ctionnapproval y the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N 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. Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. i ♦ C C C 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED F01� 2ND-FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON FITT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. y I GW G®r ®p�� 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPS$ON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. CODE COMPLIANCE FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. V ,,.r CIy/E��1" COUNTY a,/C cm r r ///__A%\,DAMS HOMES Of Northwest FloridaIIIIIIIIII111 FLORIDA CONTRACTORS LICENSE NO. CBC043518 FILra r-0" I�w € F c con e Qo �xam 0 -.� R� 0 v5� D N - z W ae$W 8A�,t 0. a 3 " g2= 0 2r� z o Y B J a 3 .ES4. WRgaffi m O Spa 2N V ¢ a k LL J mo Z ¢ o s'5 W U N 5 �s r �'G NM1N4.FDSENG.00M ❑❑❑ 0 z z N O -- 9: i a Z ry i(',. In M l_J V) - m JAW w 2 ixN :D cm �3 fM U-NE w N �soR . N c t .o Q N 0bD �I W FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: o c � Ln o ` r � w m o 0 COm � 04 M J G) ® ® J ED m o J co (n L2 ® Model Name / Number: 1720 VI Plan Issue Date: Thursday, February 11, 2021 ® I KA PROJECT NUMBER: 21-1772 Sheet: OL Of: COVER SHEET ti 10'-01, 14'-8" 48'-W C011 9'•9" S-2 " C6 TYP. MON 2'-10" ----'---z ------------- M8 BMS COVERED PATIO BMs 20'-0" X 10'-0" ih 10.-4" 5'_0" 7,-4" 4'_4" 0) 0 VERIFY LOCATION ' OF A/C W/ BUILDER D A A A DEL 25 SH 25 SH 25 SH 2868 EGRESS m HOSE N BIBB 15' 2" 22' 10" MASTER BEDROOM _TAU LIVING LT LT CEILING VAULT CEILING Q.T. JIL GP , 4 i i? ' W ' LOPE SLOPE ' - N 3.12 �m N � N 3:12 ' x ir DI Ni � A O u � 10' CEILING aD N °+ 7,-2" 8'-W 11'3, 5'-0" , 3'-6" 2',8" iff 36" FLAT BAR 2668 TOP ON 34%" , WALL ' w /S _ R ' ISaND 'p0 , WIC y = O N A VAULT CEILING KITC EN N ° 10 VAULT CE z LING MASTER HANSON 80X AFF DRYER VENT PROVIDE PLAT ORM V" BATH ;. THRU ROOF FOR AIR HAND MAX LGT 35' ER- • N� in VAULT CEILING `: VERIFY SIZE MANUF. F m -�° �;q RANGE/HO D.O CDoSREF.< A3X 3,s"4'.0.iv I I ETURN , . ,� : -... ,..... .,.. ' �L _J� _ _ _ HVAC AIR NICHE - 2668 - "71 AT 42" ' S-2 ., F.F. o GARDEN TUB 3 X 4 ' 1' I l_�I ro 1 rQ SHWR ' � 10'-0" GEEING N SLOPE 3:12 M (0 A�� LUNG '? 10 0 1 - W.H.. NOTE: BUILDER TO PROVIDE BEDROOM 2 4i APPLIANCE PROTECTION IF ro VAULT dE1LING N REQUIRED BY MUNICIPALITY, m w 29'-4" SEE SHEET 4 FOR DETAILS r+ 7'-2" , 11'6^ 2x12 WALL 3'-6" " sz ------------- 2668 ATTIC ACCESSit - 'LOCATE INFIELD' _ ----------- 0 22"X36"MIN I FOYER -----� lit ' `-----------' N ��� R/S N 10'-0" CEILING w: 2668 q N iN °P rn OD I N O N =GLASS 3 CAR GARAGE N 8' CEILING I-.,2.-2" ------------- - - - --) iAG '-10" = ---------------- ----- ----- BA. 2 rD 068 00 RES VAULT CLG A M O w < m e' / d' S.L. O , &TRANS ABOVE - ' .(PER ELEY) ' f , o ° MS03 - WF43 q S•1 op ' , O ^ R S HOSE BIBB S2 i S12 ,W S-2 H CENTER OPENING ON WALL 2668 - -^ 668 8 X 7 OVERHEAD DOOR COVr D SDI,________________16X7OVERHEADDOOR___ - ___ _ _ --- co04 ;; ENTRY S-3 BM3 10'-0"CLG. 4 °P 2' O" 6, 0., ap V N e, ci „in BM3 --------------- All - p 5,$" BEDROOM 3 4 8'-0"CLG. a CD21 OD04 in S-2 S-3 O EGRESS DBL 25 SH 8' 0" 8" 2 -0" 16'-0" ' 0' 6'-0" 6, 0" 10"0.. 19'-0" 7'-0" 12'-0" 4s -0 FLOOR PLAN SCALE: 1/4" - 1'-0" ELEVATION A 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 8 +27.6 / -37.0 +26.5 / -28.8 (D+26.5 / 34.4 O+24.8 / -27.1 T +24.8 / 31.1 +24.3 / -27.5 ( M ) +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 13/8' solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits Is not 17, r. PO J��e � 0' p �'•h a; ° No * : of acceptable. Ventilation shall be permitted to exit through . q 11t 111j the soffit if solid soffit is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and It's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12,7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also g ® ti m uu, protected by not less than 1/2 inch (12.7mm) w w 8C111 m (D r- OD gypsum board or equivalent.F „ 4. R312.2.1 Window sills In dwelling units, where the 2 € aC§51 rL r`dtop of the sill of an operable window opening is locatedless than 24 Inches above the finished floor and greater"than 72 inches above the finished grade or other surface 05 . g a wy Nbelow on the exterior of the building, the operable window gp -so ° u! 3shall comply with one of the following [3 listed methods). b Z 2 g °i < Y5w85. R308.4.2 Ail windows within 2'-0" of doors and in € slatshower or tub areas will be safety tempered glass. g A �Z6. Ceiling for exterior entries and covered porches to 2°Jyhave 7/16". span rated OSB nailed per zone on -91 gg-20 N roof diagram nailing schedule or 5/8" COX. 1 s J.� WMIDSENG.COM ❑ ❑ ❑ IX T&G acceptable for substitution. t' ^� 7 EC: R402.2.4 Access doors from conditioned spaces to Z � unconditioned spaces (e.g., attics and crawl spaces) p 0 shell be weatherstripped and insulated to a level Z NN 10 equivalent to the Insulation on the surrounding 2 d surfaces. Q in a 8. M1502.4.5 Duct length - Ln The maximum allowable exhaust duct length shall be ) z determined by one of the methods specified in sections ul M1502.4.5.1 through M1502.4.5.3 v _ LL w a 9. Ceilings for exterior entries and covered porches to be � o m 7/16" OSB on underside of roof trusses shall be U attached to all framing members with 2x blocking F O w i provided at perimeter. The OSB shall be attached w/ 8d V) m ai nails at 6" O.C. field and 4" O.C. at edges or 7d screw to M shank 3" O.C. field and 4" edges.. Vinyl ceiling to be attaches to OSB per manufacturer specifications REVIEWED CODE COMPL; BOCC AREA CALCULATIONS 1st FLOOR 1720 S.F. TOTAL LIVING (AC) 1720 S.F. GARAGE 610 S.F. COVERED ENTRY (BASE) 67 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2597 S.F. a m 0 ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEEZE PARKWAY GULFBREEZE, FLORIDA 32563 go DIVISION LOCATION: r PORT ST. LUCIE Job Information: 1..6. 0 Z LO c � W 'i �1 G N 6 Nr U I- lei 6J m c° a ®_jLLI� m o JOB(/)wLC) r Model Name / Number: 1720 r Plan Issue Date: Thursday, February 11, 2021 r KA PROJECT NUMBER: 21-1772 Sheet: � Of: FLOOR PLAN 20'-6" 2'-10" GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 10'-0" 1a's" 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 9'-9" 91-9" LAPPED MIN. 6" AND SEALED, 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS F2.5 F2.5 F2.5 OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE MIL - CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 - I I t WIN FOR HBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. ---------- 1 9 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO TYP. @ BEAM W/ (1) #5 REBAR GRADE 40 U.N,O. TYPICAL ABV. SLAB. HOOKED FTG 1 ' DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. PATIO 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR FM03 i ' Ic5 1 RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 3 �m ~ g 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN.. o 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 4'4" 7'-0" 6'-4" 4'-0" '-4" 3' 3'-6" 3'-10" 4'-0" a 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED , 1 DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. VERIFY LOCATION 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE OF A/C W/ BUILDER SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT - _-- i STEP DOWN 4" 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 1 ' ' HOSE BIBB 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION FM01 FMO1 , REQUIREMENTS IF SOIL CONDITIONS W THE PROJECT DO NOT MEET OR SHALL CONTACT THE , 3 3 ; EXCEED THE CAPACITY THE GENERAL CONTRACTOR ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OFFOU RYNDEATION NSIITY AS DETERMIL TO BE INED BY ASTMA 155DTO AT 7 ( MODIFIEDTPR PROCTOR RM N I ; T(� � 7 `• EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED �>>>1�LO ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL F2.5P•,"� 1 , N S • ,1+. . \G BEARING CAPACITY OF 2000PSF. µ �., . : J� I �, 6' 04 N° 8* o FOOTING SCHEDULE N GRAVI Y14 MARK SIZE DEPTH REINFORCING CAP. Eft •••S % F3.0 1%0` X CONT. 1'-0" 2 #5 E.W. BOT. 2000 ; I r s�' 01 Q ' 0, ` O F2.0 2'-0" X 2'-0" 1•-0" 3 #5 E.W. BOT. 7200 i0 �. IAl F2.5 2'6" X 2'6" 1'-0" 3 #5 E.W. BOT. 11000 1 ' 1 1 i 0 FF3F3.0. T-O" X T-O' 1'-01, 4 #5 E.W. BOT. 15600 ■ ' 1 ; I , , I ■ F3.5 T-6" X 3'6" 1•-0" 4 #5 E.W. SOT. 21500 ' 1 F4.0 4%0` X 4'-0' 1'6" 5 45 E.W. BOT. 28000 a 1 eS2 F4.5 4'6•' X 4'6" 1'JL" 5 #5 E.W. BOT. 34500 !V ; #5 E.W. BOT. fq ■ 1 `r��ry r ° - N v 00 F5.0 5'-0" X 5'-0" 1'-0" 6 42500 ; ; $ �'� W e-I W F6.0 61-0"X610" 1•-4" 7#5 E.W. BOT. 61500 _ , , 1ti ,______ of �� PROVIDE CHASE _ ______ n'- _,, , DW III I OD g4wg Fm 1- u�'1 W g��� ,, Q ae `if$@ �� N" J 1 I LAV FOR HVAC UNIT ,---- II - - ----a �I 'c D$ a lL Egs- od�� LEGEND I JJ _ _ ■ 0y�oo w a - INDICATES SINGLE -STORY FOOTING " IS AND DEL SINK rr -,' $`8m'"" g { Q o LL ui Oj a - ® -INDICATES TWO-STORY FOOTING ■ 1 _____ '� m DRYER VENT `- ____ W/DI SAL - -' I ='bl w opt w 20 a Z ¢ s „ P F Z '° 0 - INDICATES PAD FOOTING er 9; THRU ROOF I� j I o7 m a B S r g 5 0 0 � in I LAV MAX LGT 35' PROVIDE ELECTRICAL &PLUMBING _ IOL J I SERVICE THRU SLAB @ ISLAND o ��_ �� ■ 1`u�"= " 9 � � W „,� � m I' 2- M Q a 'i HANSON BOX LOCATION ' '5 2 k2 , o i.. @ 36" AFF 8 (REFER TO FLOOR) ■ i r" ' S- Z v y. ` X6 WALL F `' ----' i N ; ?7 cF r s h WWW.FDSENG.COM ❑ ❑ ❑ I2 (� REF 'Wig, 1 I , 1 ^ L� �W I I I ■ o� I I D ILL -'JI -"-- - 7'.0" 3'-0" 8'-1" io I I L C J i_______ ---- LJ ------- ------- ;--■ ____________ ________T__ W z N 10 z r3 5'-10" X 4 I F.G. II ' O GARDEN TUB �' a --------,' IIIS -R ---- -11-0 -------------------- --- ---^1 I 1 _-__- ■ '00 4� J -- - Jai 1 ■ ■ W IV � FO 1 1 Y ------------- ; 1 , , i I ; v p u i I C yr=, F2.5 I 3 w.' ` ,v C ._. 3 O leO ' Y� M ru U--NE i am °P UNOw i 1 1 , a cvdw Qm I , A ■ I DAMS HOMES I 11 I 1 ■ f -_ ' FM02 FM12 1 IU ' 3 r FLORIDA CONTRACTORS LICENSE NO. CRC1330146 PARKWAY I FIBER � I � 3000 GULFBREEZE 0 0 — — _ — C`J. ;_ _ _�___ _ _ _ _ —/y0 _ _ _ _ _ _ _ — _ — _ — _ (1)pc. o GLASS TUB UNIT; GULFBREEZE, FLORIDA 32563 N — - — _ f , a'yF Pggpp yyggEyp���y{$q+a�� DIVISION LOCATION: U NOTE: ALL PLUMBING zs'a" N — — — — — J PLIA PORT ST. LUCIE ' ■ C(�~ p RISERS ARE BE I I , 1 3.8„ 2._2^ It iF_ COlr, VERIFIED w/PLUMBING I - - 0 I o . ♦ Job Information: CONTRACTORS 3" VrR ■ ■ ■ i 1 TEP DOWN 4" i LAV i I rr_ i i 1 ,' ■ T 2" R 1 1/2" VTR I FM02 1 ; 3 L �. J /c^ - --- L �mg ; --------- 2XQWALL ---- 1- DEL SINK W/DISP. or 3 I 'O , F2.5 (2)#56ARSI 1 ' '________________ I ■CLE TUB L W/C H 4FMO9) ;----____ _____________ W/IN EA. F.C. OUT „ �2 BI "FC ------------- ------ --------- a LAV ■ ■III TIP I ' eD ■ 1 I 1 ,z1 W (/J *' 3 3' i > N � I i 16" SQ. CMU COL W/ o� ?�� 3 xxo ) N L HA IN ^ - Q (2) #5 VERT. GROUTED a - SOLID 2'-0"' 6'-0" 'n' 12'-0' ' z ri • . . • 3 _ 1 1 ------ U m 60 E M 2 LAV LAV „ y' ______________ •+ ry� �/� '^ LO li J W/C 3' .-I ■ I W v J V J 2 TUB TO SANITARY 3„ SEWER m , ■ 1 F2.5 1 Model Name /Number. 3, ,�n 5,.8n J I 1 1720 FM01 ; PLUMBING RISER 3 �; 3 ♦ Plan Issue Date: Thursday, February 11, 2021 I --------- 1 _______________ _" N.T.S. ♦ KA PROJECT NUMBER: ■ ■ ■ ■ ,-0, 21-1.772 81-01, " 2'-0" 16'-0„ 2,-4„ 7,A„ 2,-4„ FOUNDATION PLAN 10'-01, 19'-0" 7%0" 12'-0" SCALE: 1/4" Sheet: 3 Of: = 1'-O" ELEVATION A 48'-0" FOUNDATION PLAN BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plf) TOP BOTTOM NO BW1 16" (2)16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW2 SP2 W/ (6}10d SP3 W/ (6YiOd 16" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 402 BW3 16" (2) SP2 W/ (6)10d (2) SP1 W/ (6) 10d SPF 803 16d PLATE STUD, 4 10d PLATE NO BW4 16" ENAILS (2) 16d TOENAILS SYP UPLIFT BW5 El6d }1od SP1 W/ (6}10d 16" 10d PLATESTUD, 410d PLATE SYP 439 /(6)10d SP1 W/(6}10d.SYP BW6 1s„ 10d PLATE STUD, 4.10d PLATE 87$ NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BWS SP2 W/ (6}10d SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 BW9 (2) SP2 W/ (6)10d SP1 W/ (6}10d 12" STUD, (6) 10d PLATE STUD. (4)10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6}10d SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4) 10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d 12• STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED TOP 0_ F WALL.L OUBLE 2x TOP PLATE SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION 7t:'., - . - PLAN FOR MORE 2x P.T. W/ 1/2" A.B 0 32" O.C. W/ 7 INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. i REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D W/ SAME SEE G NERALEEDNOTIE #8 BRIG. WALL DETAIL INFIELD AND EDGE• GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR. THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" DEB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPS/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER. UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS �, 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2". WEDGE ANCHOR* & (8)1/4" X 11/ " 2145 SOS SCREWS. C3 (3) 2 x 4 SYP #1-OR- (4) -16d TOENAILS 0 D772Z W/ 1/2" WEDGE. C4 (4)2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/ 2145 SOS SCREWS C5 4 x 4. P.T,#2 ABU44 W/ 5/8' ATR** G = 6665 SYP POST. & (12) -16d NAILS U = 2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G =12000 C6 SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR* G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 CS 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5 W/ (14) 1/4 21/2' SOS WS & 5/8" EPDXY x 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4 x C8 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EX PY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI '. HDU8-SDS2.5 W/ (20)1/4 '', 2 1/2" SDS WS & 7/8" EPDXY x 6970 (WOLMANIZED IF ENT.) ''. ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400PSI HDU8-SDS2.5 W/ (20) 1/4' 21/2" SDS WS & 7/8" EPDXY x 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7. P.L. HDU8SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 21/2" SDS WS & 7/8" EP XY !� (WOLMANIZED IFEXT.) I ANCHOR, OR ATR*** 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON P 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 l. 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR.7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST. NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUNNAIIL: COMMON NAIL DIA. / LENGTH PNEUMATIC APPLICATION NAIL DIA-LENGTH NAIL SPACING 8d OA31' X 2'A' 0.131" X 2 lh" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0,148" X 3'A' 0.131" X 3'A' NAILS & TOP PLATE 12d 0.148" X 3'A" 0.131"X.3'A' 8"O.C.(COMMO) STUD WALL 6" O.C. GUN NAIL) CORNERS 10d 0.148." X 3" 0.131" X 3' S" O.C.(COMMO) STUD PACK 6" O.C. GUN NAW ICOLUMNS 16d 0.162" X 3'h" 0,131" X 3'A" (2) 16D(COMMO) I SEE PLAN (3) 160 ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) .BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16* CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST - ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -.2 x 12 #2 SYP. W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 111/4' LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. EACH SIDE. COL. U.N.O. ON ROOF PLAN. (2) -13/4" x11 7/8" LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYR OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 16' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) gM TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H T (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET OH3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) " 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (3) - 1 3/4' X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" D.C. TYP. EACH SIDE H6 (2) - 1 3/4' X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH. SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'AO" - 9'-0- (2) (3) (2) (2) 10'-0"- 16,_0„ (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWSIF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) 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. REINF. all OPTIONAL CURB FOR VARIES GRADE SEE PLAN 1 1 MASONRY ELEV: 0'-0" "�+r •- F.F_ _ _ _ W/ (1) - #5 BAR CONT.. e • •'( r ' •• i STORY: 20" X 20." 'REINF. c4i 3 - OT O #5 C2 N W/BAR SEE PLAN 4 REBAR 16" (2) # 5 RE BEARING FIVI01 SINGLE STORY FTG 1/2.=1'-0' FM02 I SECTION @ GARAGE 1/2"=r'-o" REINF. SEE PLAN #5 REBAR CONT. FM03 I THICKENED EDGE I 1/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. _ GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF , RECESS &PITCH DRIVE 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1 1/2" =1'-0" SEE PLAN 8" FM12 I STEP DOWN NON BRIG. 1 1/2" = 1 OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" m u°7 SEE PLAN ELEV. 0'-0" WITH CURB O w . TYP. SEC. (1) #5 BAR CONT. 8„ (G.C..VERIFY) aG - .�. z �• •'��� t t F.F. REINF. 26 •• (SEE PLAN) 2 #5 CONT. INSTALL LINING MATERIALS PER '4 ' " w w 2 #5 BENT BARS W/ FBGR P2709.2 '• °- w+ rn - MIN. 25" LAP SPLICE MUDDED FLR. 16" •-t �' SLOPED TO DRAIN MIN. #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2"=1,-0" FM18 TYP. STEP FTG. DETAIL 1/2" '-0" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25' X 25" CORNER BAR ONE R E l FOR EA. HORIZ. REBAR, TYP. U.N.O.- (2) #5 REBAR 36" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 14/2" 1'-0' FM23 TYP. FND PENETRATION 1/2"=1'-0' STEMWALL SCHEDULE STEMWALL FOOTING MAXIMUM HEIGHT (h) NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.). IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY O'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-O%3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0" .5'-4- 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2-8- & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (D.C.) A D W.W.M. TO BE TIED TO #5 CONT. RESAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF, BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4%0' (1) #5 HORIZ. CONT. TIED TO n • i s s s a EA. VERTICAL REINF. B u RN GRADE-8" MIN. + TO TOP OF STRIP FTG. COMPACTED CLEAN FILL •� �! �'s .� IN MAX 12" LIFTS STRIP FIG. W/ QTY OF "MIN. COVER REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE FIL E COPY NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS. LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND \-VERT. WALL. WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM -SEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #g CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK - FILLING IS TAKING PLACE *16 5. #5 HORIZONTAL CORNER CZARS WITH 4'.0" LEGS IN KNOCKOUT BLOCK @ 16" y .0 O.C. VERTICAL. GROUTED:)®LID WHEN STEM WALL IS GREATER THAN 4'-0" - 16^ h * TALL (TYPICAL ALL CORNER%) c 6. IF STEMWALL IS WITH IN 51:0. OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH, tXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1.THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS ,`%�o++IT+o 11 �J�QP••'�NSE •.�S' •'. JpJt•�G 4 8 NO i P SE Oo �. psi Q• LOR�• hlllltl►►► m a i s g gEcm W w ro 00 B�$D8 o w mDNm�z w a lq g a. yg" gaW O) V)g.z2t °'3 I..Im 12 8 �agQ 3 w 12 "g� WWW.FMNG.COM ❑ ❑ ❑ O Z A Z 04 Z 9$ P a Vi � Z Vi cnnn11 m W y ® .ca w c U - t Ln w V) cqtj o ODd ico t ,y o �M aNOm QW ® nAMC LYf1M@C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: cr. O z �Lo c Lo ;n � a a 0 m z L) m cp a o IW m o 'z) J o I� V J^ LO L.L co3 Model Name / Number: 172CI Plan Issue Date: Thursday, February 11, 2021 KA PROJECT NUMBER: 21-1772 Sheet: A ® Of: SCHEDULES & DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1720 x 3 5160 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,707 SUBTRACT 100 % OF FIRST 10,000 - MOOO A= 23,707 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 23,707) = 9,483 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,483 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS _ 165 ASSUMED EDGE OF WALL 2x6 WALL (FLOOR To CEILING) USE 2 RED HEADS TO ANCHOR WALL 24.11ALTERNATIVE PROTECTION BARRIERI N.T.S. ------ INSTALL FAN SOX PREWIRE VERIFY CATION `\, OF A/C W/ BUILDER \\ 194ED� I I It WP I W HOSE OM BIBS L FAN' INSTAI BOX PREWIRE PREWI / S. . I , , / I , I , I I' FOR D/W GFI o GFI ______ ' GFI ' o , -----i------� k GFI r..a DISP , I I I 1 1 1 1 i � I , iI �aFl r 1r —� I I 22d I 220 � _ , 2 (ibFI FI 11 W I I I D ` �L_ —�J — _ — J FOR HOOD , I I 1(0 I ' GFI I I ' - I"`1 INSTALL FAN I �L�l WH, 220 GFI AT BOX PREWIRE 42" AFF s I' w � y W w w /''IF REQ'D BY CODE-------------------- ' II/\I �.� GFI AT GFI - GFI � ' 42" AFF I I II , FOR GARAGE FOR GARAGE \ I DOOR OPENER ' DOOR OPENER------------------------ 1 --------------------------------------- 'GFl AT 42" AFF , DOOR CM GFI a BELL , I I HOSE ' BIBB ' WP GFl ------------------------------------------- u '\ ��-`-'------------ - �q\'INSTALLFAN .. BOX PREWIRE ELECTRICAL PLAN. 1/4"- V-O* ELEVATION A ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION 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 MONOXDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE. STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP.. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13, CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH 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 121, 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 t3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n L1 n U n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT i DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET DI0 P DISPOSAL TV� T,V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGIiAE 1M BATH FAN W/ LIGHT I C WE; INTERCO(, p iICOMI: ® GARAGE L�c''� L.E.D. DISC LIGHT PUSH BU OPTIONAL OVERHEAD SERVICE VERIFYFINAL AMPS NEEDED SAME AS UNDERGROUND [WITH CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 410 ALUMN, IN 2" CONDUIT ' METER MAIN. DISCONNECT 200AMPNNE A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI INTERSYSTEM PANEL # 10 9 Q 5PjRC WI TER HEATEI,, #8 #8T BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD WI MIN. V DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO, (o V 0 8 p'� O1 N co W n g F m ro go ES �iH DNN 6 ys�ey tl1 Yy NP= W wo SB }7i �yln�c 1 gg S Lq Y € ado\. CL w N gill" LL OI��m °� 0: � ti � e$=g Z d a k 8 N 0 5 W. N r S J. u� „v1 W IT)SING.00M ❑❑❑ o zo z 00 a toLo O N _n Z N u•I m -0 W Ln W ?' c lil d C w V Y OIQ Q N C M a'm DAMS ''HOMES FLORIDA CONTRACTORS LICENSE NO, CRC1330146 3&0 GULFBREEZE PARKWAY AULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: 0 Z N G LO W o N 0 ZI—���� r ro N D- ®_ILdD m o JMGO(n rn ® Model Name / Number: 1720 ® Plan Issue Date: Thursday, February 11, 2021 KA PROJECT NUMBER: 21-1772 Sheet: Of: ELECTRICAL PLAN Soffit product provides 4.12 net scl in sf Ridge vent provides 18.00 net sq in If Off ridge ventprovides 138.00 net sq in sf overhang distance 1.33 ft S.F.of Area to be vented SF 2597 s.f.: Total needed for exhaust for upper 1 3 623 netsq inches Total needed: for intake soffitarea, lower 623 nets inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed can be used in combo with ORV) 35 Lineal Feet of Soffit needed to meet required 114 Lineal Feet of. Soffit providedb Ian -. 165. T.O.- HID. HGT. R bo SMOOTH URNS ON 23 SH ZO CEMENT THOUS COATING DECORATIVE e``'g�� TOP FSer�ss DECORATIVE 33-2 SH �`QP,.°�tA RAISED BANDS j vG a 25SH — — — — — — — — — — — — ----- — — FIN_FLR. RIGHT ELEVATION `.°. SCALE: 1/4"=1'-0" �Qi raoucaaa 1.2 6 6 T r) NA 48" OFF RIDGE VENT 11 KEYSTONE DEL � HD. ZIP io FIN. iGT. — — ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING — — — — LR. — — 25 SH DOOR STYLE MAY VARY REFER TO SPECIFICATIONS UGL.zo Jn REAR ELEVATION SCALE: 1/4"=1'-O" LEFT ELEVATION SCALE: 1/4"=1'-O" 8'x7' 16 PANEL 16'x7' 32 PANEL 3068 DOM w/ 12" S.L. m OVERHEAD DR. OVERHEAD DR. 16" HIGH ARCH TRANS. ABV. FRONT ELEVATION "All SCALE: 1/4"=1'-O" RY HGT tD -1 m to W m 0 0 Q rQi N *k ik Yk p Ne1 V O CS m J LL J LL J LL N mwm�o a _ m Q � w 5, 3`.6 n w x 3 g°i a' Z " a�Wa Z 3 K 0 Y In o J Ill��.ac ZN m m 0 0 V) p N W U ❑ ❑ ❑ nNM1Y1W.FOSEN000M Wz Z Z o N Q ~ � J a N z 04 N � �4� w c � u � m ix L._.'. �v) r6 U w N o L o p tG� S p N--- U `n o v v. b DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. IV LUCIE I Job Information: 1 (00 O F— z �LO In WN�� o / d. ca w o m a� m � a Q J W LO o LL J CO U) U) Model Name / Number: 1720 Plan Issue Date: Thursday, February 11, 2021 KA PROJECT NUMBER: 21-1772 Sheet: 5 Of: ELEVATIONS - A SEE DE G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN 1 7/16" OSB SEE 'HIP/R BLOCKING" * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS TB03 20'-0" MAX 20'-0" MAX Q d W El. Q Q z � O EQ. "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - )VIDE '0 COMPLY :OMENDATIONS- ATING OF DGE DETAIL Q C � BOTTOM CHORD GABLE END BRACING @ LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WINDAREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SO FEET) (-) VALUE DENOTES SUCTION a=oft T AREA ROOF 1 2e. 2n 2r 3 3e 3r* HIP -37.02 -51.06 -51.06 51.06 10 GABLE -37.00 -37.00 -58.99 -58.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE)" ZONE is ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O Q SHINGLE:193s' EXP.1 (Aa20) TILE: 1132" EXP- 1 42 ( 20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Sd (2 -18 x 0.113") NAILS r r 2 SHEATHING ES S GREATER THAN JA32", SHEATHING BE FASTENED EF1667 I0. * WITHWHERE RSRS-0310d (2x 31" NAI S OR ASTM F 6RSRS-04 (33" xL 20) NAILS aI 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER CABLE ROOF�> 2j00 TO 45DEDEG, RAFTER W1 BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM Ian SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN V. O NAIL AT BASE 2 ROWS 04. O.C. w/Bd COMMON NAIL NAIL AT TOP PLATE TWO ROWS 0 4" O.C. W/ 8tl COMMON NAIL © NAIL OPENING PERIMETER w/(2)ROWS @4" O.C. w/Bd COMMON NAIL. O NAIL INTERIOR AT 6" O.C. W 8tl COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/8d COMMON NAILS @ 4. O.C. (2) ROWS @ TOP & BOTT. © (2) Sd NAILS @ 3- O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. III OSB - EXPOSUREI SHEATHING PROVIDE BLOCKINGqJ[@ AS RSECTFULL FLOOR SYSTEM NOTE: 8tl NAILS FOR WALL SHEATHING MUST BE MIN .131- X 2l/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y (Z- 2x TOP PLATE BEYOND 15/32" OSS EXPOSURE 1 SHEATHING - F --_ ^ -- -- I II------__ �I 11 II II SOUD2x BLOCKING 11 I @ALLSHEATHING m III III II 11 II I EDGES p III I 111 IIt II I I (SEE SECTION X-X) I I UI C t l I I 1 11 I III 11 II I I? 111 II D II I ,III III 111 11 II If 1 11 L--- JL--- IL__ IIIOPENING III If -11 11 w III lN. C III x I II II II LL0 If III _ a III-- X-II_--II---I E III t I111 - ---- I' 1t IIII III it II II 'I II II II I 2x STUDS BEYOND. w0 IIII IIII I It IIII I I 11 III II 11 II I II ll 11 I SEE PLAN ul IIII l 11 u r II 11 IIII In n H n 1 II II I I Ilt IIII I I I 11 IIII I I 11 IIII. II II I I II II II I y Iltl IIII _W II II IIII II II IIII _LL _LL 1 II II II I II _...II II. I LL J, L 44 ALLSHEATHING I I A 2, RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM are° S. SP, LSIL SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING LL tOt b� N 2�fS LL `2x4 P.T. BASE PLATE BEYOND SEE PLAN TURNED VERTICAL W/7/18" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLIT' PLATE TO VERTICAL W/ (4) Sd NAILS SECTION X-X T813 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNEGaMRSCMDUIRFOR:AOAM5HOM6-1T20EIevAW 10'x I4'C"vered Pa6 TRUSS ID BEARING POINT 1NU5UP 6 ACYUAL CONNECFORID - CONNECfO0.UHxT FASTENERS NOTES PD35, C3-6,CSP C3P, CSV-C]V, ESP, E7, E.RP Ur L/R -904 port s HEUDS/PERTRUM MFG 111 -. (9) SOdx 11/2" - A04-A09,A04A D02301-02,P01-P02 L/R 1099 p"r less HFTAl6/HEFAl6 LION /S810p (9110dx1-1/3" 191Dax1-1/2'• A01 L/MfCONT -54q IXor less HETA16/HETAl6 /HEFAl6 1830p/1830k/1BIOIX 9µ0dx13/2" 24"O.C.@CONT. ERG A025 L/M/R -637 par less HETAl6/HEW16/PER msU MIR 1810p/1810p (9)1Do x 1-1/2" I9130a x 1-1/2" BOIL -B02 L/M/R -532 Nor less HETAl6/HETAl6/H10A UI/1810p/30WIX DOl COW.. -El 6. or less HUA16 24"O.C@CONT.BRG K03 L/R -0t96IX"r less MGT/FGTft 3965p/4925IX '. 122110d x11/2 (19)1/4 xn sOs screEWs 5/8" AT P. w/ 12" EMBEDMENT./SIMPSON 'SET'EPO%Y@MGT I211/I xs ThiNANCH01 A10. L/R 4773 por less MOT /MGL 3965p/3965p 122)1adx 1-1/2^ 122110tlx11/2 5/8 ATCw/12 EMBEDMENT.wf SIMPSON TRUSS MANUFACNREP PRnn J0 .DATE OF UWOUT: DATE9FTRUSS C)ITSHE jf121. L-UEEER=RIGHT&M=MIDDLE BEARINGS REAMING LOCATIONS ARE REFERENCED IO TRUES MANUFACTURER'S TRUSS DRAWINGS. W CONNECTORS ME SIMPSON PRODUCTS ROOF ( AW OVERHANG -12" OVERHANC SQUARE CUT R -ROOF PITCH PE -SHINGLE LOAD SIMPSON - CONNECTOR SCHEDULE MARK I TYPE CONNECTOR& FASTENERS SPF SYP FRAME TO HETAIfi w/(9)IW x 1 IW OR MASONRY HETA20 w/(9)10d x 11/2' 1810 FRAME c0 HZ5A W/ (10)Bd NAILS S39 585 USP-CONNECTOR SCHEDULE 1 w/1410d CONNECTOR& FASTENERS SPF SYP KTA10 W (1 Ott Odx 1 11L' OR 1585 1870 HTA20 W (10)10d x I III RT7A w/(10)Bd NAILS _ 515 585 RT16A W(17)10d x l 10 895 1020 N/(1B)10d It 1111 AT 2 PLY TRUSSES Ilrr TEXTERIOR EIN 1000 U T V BW 990 005 95 FRAME LOCAT ON INCLUDE (3 12tl TOENAILS) LOCATION INCLUDE (3)12d TOENA LS) OFRAMETO MGT W/(22)tOd NAILS AND 6/8" A.T.R. w/12 3330 MUGT16w/(28)I0d NAILSAND5W AT.R. w/ 3330 MASONRY EMBEDMENT w/3MAPSON"SET'EPDXY 3965 12•EMBEDMENT w/SIMPSON "SET"EPDXY FRAME TO HTS20w/(24)l0dx11YC(ATEXTERIOR HTW20wl(24)1Ddxl 1MIATEXTERIOR1285 ]1530 FRAME LOCATION INCLUDE (3)12d TOENAILS 1125. 1310 LOCATION INCLUDE (3)12d TOENAILS F1 FRAME TO (2) HTS20 WA48)1Od x 1 10 (AT EXTERIOR 2250 2620 (2) HTW20w/(48)10d x 1112' (AT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE (B)12d TOENAILS W LOCATION (6)i7A TOENAILS (EA) � HGT-2w/(16)10d NAILS AND (2) 5/8-A.T.R. HUGT2 w/(18)10d NAILS AND (2) E18' AT.R. © FRAME TO wl 17 EMBEDMENT W SIMPSON'SET 10890 W 12" EMBEDMENT wI SIMPSON 'SET' 7020 9790 MASONRY EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) FGTR w/(18)1/4" x 3" SDS WOOD SCREWS RFU3 w/ If 2) W83 WOOD SCREWS AND OFRAMETO H MASONRY AND (2) Ur IS 5" TITEN HD ANCHOR BOLTS 3400 4726 (4) aW x 8' WEDGE -BOLT 7100 (1) LGT2 w/ (16) 16d SINKERS J1 FRAMETO &(7)1/4'x2-1M"TITEN2 1750 2090 MASONRY SEE NOTE#6 BELOW) FRAMETO (2)LGT2W/(32)16d SINKERS B(14) 500&1 9 (2) LUGT2 w/(32) 18d SINKERS B(10) 3100-M 3100-M J2 MASONRY/ 1WIS21/4" TITEN(2 PLY TRUSS) 3240-F 3770-F 3770-F 19"x3".WEDGE-SOLT(2 PLY TRUSS) 3800-F 4S20-F FRAME OR (28)16d SINKERS FOR FRAME (EA) OR (32)18d SINKERS FOR FRAME (EA) J3 FRAMETO MASONRY/ (2) LOTS W(24) 114"111 T SDS SCREWS &(8) 318' x T TITEN(2 PLY TRUSS) 4730-M BSJ0.M (2) UJI W(24)1/4" x 2 lw WS25 SCREWS &(4) 3181 S'WB(2 PLYTRUSS) 84MM 7050.M 501047 696041, 6480-F 7710-F FRAME OR (52)10d SINKERS FOR FRAME (EA) OR (68) 16d SINKERS FOR FRAME (EA) BEAM TO HU410 OPT HU0410 W/ If 8) IM& 00) 1W 6#2680 HD410 OPT HD4101F W(20) 16d&(10) 1 Od G#3080 O SEAM NAILS U#1895 NAILS UNISK) BEAM TO HU410 OPT HUC41 U w/(18)TITEN G#4500 HD410 OPT HD4101F w/(20) 1/4-x 3' G#3355 OL MASONRY 1/4Px2314'&(10)'1 Od NAILS U#1800 WEDGE -BOLT & (10) 1 Ed NAILS ULB50 BEAM TO HU46 OPT HUC46 wl (6) End NAILS B G#1540 G*3000 HD48 OPT HUPIS W IG)10d NAILS & G91625 G#2015 O MASONRY/ (12)l/4"x2314"TITENfTOMAS.) U#980 U#1135 (12) 1M" IS 23W TAPODNS(TO MAS.) U111030 U#850 FRAME OR (12)1Sd & 16) End (FOR FRAME) SYP.F SYP-M OR (12)16d & (6) Ind (FOR FRAME) SYP-F SYP-M (2) HETA16 OPT (2) HETA20 (2) HTA16 OPT (2) HTA20 OFRAMETO 1-PLY w/(10)10d x 11W OR 1920 1820 1-PLY wl (10) 10d x 112' OR 1870 MASONRY 2-PLY.1(12)16d 2365 2365 2-PLY./(12)16d 2430 HTSM16W(8)10d NAILS AND(4)1/4W 1/4• 9" 1110 HTWM16 w/(8)/Od NAILS AND (4) 1/4•xl 3W 1145 1225 FRAME TO TAA DNS WEDGE -BOLT O MASONRY HTSM20.1(10)lW NAILS AND (4) 1/4"x21/4' 955 1110 HTWM20 w/(10)10d NAILS AND 44) 1/4d13W 1145 1Y25 TAPCONS WEDGE -BOLT 1111111111111 4 H10Sw/(ESdx11i1" NAILS AND(2)3/8'x4" 780 OFRAMETO. MASONRY I TITAN HD 910 •• DTT2Z w/(131/4" x11/2' SDS WOOD DTB-Rw/(8) 1W x1 III WSI 5 WOOD OFRAMETO SCREWS AND (1) IrZO A.T.R. EPDXIED w/ 1838 2145 SCREWS AND (1) 100 AI EPDXIED W 1510 1835 � Q (Y .-K MASONRY SIMPSON "SET° (SEE NOTE #4) SIMPSON "SET" (SEE NOTE #4) HITS ME) 1 Sd x211T NAILS AND (1) 518' 0 HTT45 IV(26) t6d X21/T• NAILS AND (1) O FRAME TO A.T.R. EPDXIED w/SIMPSON "SET" 4375 5090 51 A.T.R. EPDXIED w/SIMPSON "SET - 5006 � _J N MASONRY (SEE NOTE#4 BELOW) .(SEE NOTE#4 BELOW) JA (' FMpSW4RP III w/(18)16d x2112-NAILS AND (1)510 "SET HT745 w/(18) 18d 221/T NAILS AND (1) 'SET O A.T.R. EPDXIED w/SIMPSON 3640 {SEE NOTE#4 BELOW) 42M SWEr A.T.R. EPDXIED wl SIMPSON (SEE NOTE#4 BELOW) - 4160 w, -� • 0o 'CIA,y�v O FRAMEToH10S W IN) 10d xi 1/2' NAILS 785 910 LUOT1 w/(23) 8d III III NAILS 875 ENS TO HM9KT W(4) lg'x11/Y SOS WOOD 760 RT16M w/(9) 10d x 11?NAILS & 1395 1395 OFRAME MASONRY SCREWS &(5)1/4'x21/4"TAPCONS 780 (4) 11 x i Ye TAPCONS ��4(UI FRAME TO VGT W(16)1/4'A3• SDS WOOD SCREWS& II111'tiy O (1) WE A.T.R. EPDXIED w/ SIMPSON 'SET" 3555 4"0 MA80NRY w112" MIN. EMBEDMENT FRAME TO (2) VGT w/(32) 1/4'S3"SOS WOOD SCREWS OW MASONRY & (2) 5WO A.T.R. EPDXIED w/ SIMPSON 6170 710 'SET WE 12' MIN. EMBEDMENT FRAMEToHDU4-SD32.8 VGT w/(16)114-W SOS WOOD SCREWS & w/(18) MUGTi1111 O FRAME w/(10) 1AW 1/2' SDS WOOD 3255 4666 S&NAIL88HTT45 NAILS 10d NAIL58(1)W8"B Ai.R. - 4160 SCREWS&(1)5/8.8AT.R. TO (2) HITS w/ (SZ i6d'X21/2" NAILS 8 (2) HTT45 W (52) IWW II NAILS OFRAME FRAME (1) SWO A.TA.(SEE NOTE#4) 4376 5090 &(1)6/8.0 ATA(SSE NOTE#4) 5005 CFNFReI CDNNFCMR NMFA 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLI3/BEAMS w/ (2) 1 Zd TOENAILS 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP 91 2-wl" TO TRUSS VERTICAL WES w/ (2) ROWS OF 10d NAILS @ 3" O.C. STAGGERED. 5. 17 MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD wl W-V a SYP #2(MATCH CHORD LUMBER SIZE)W/(2)ROWS IOd@ 4" FROM END& C O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. W MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELSI ICF WALLS UNO ON PLAN 2. CONNECTION AT 24'OR 32.04PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F812/S3.1 FOR MORE INFORMATION & CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRY WALLEIACF WAU_1wUNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32' O.0 MAX w/(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WAWBEAMS w/(2)12d TONAILS OS MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTIONFOR JACKTRUSS TO WOOD WALL OR BEAM n MINIMAL CONNECTOR UNO ON FRAMING PLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING -SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION.. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8 ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS 9 NOTE TO FRAMER - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND 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 S4 FILE COPY 1'"4". ROOF o.H,TYP. C.M.U. OR ICF WALL ° METAL DRIP EDGE + 2 x SUB -FASCIA o SEE TYP. WALL ALUM FASCIA "a 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS 0 2',0" O.C. SECURE J-CHANNEL @ 12o O.C. VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4'=1'-0" � 5 O N N S Q LYi u iJJt 4JJk iJk ° g� LL LL IL 0`�NZ W 8m m�mao a R if 13 1 gE 2W t�wpmmmo�4' L L ""z Ell d .14 C1jF- N p KBd,b W J N a IT E'D Wvv<N.FDSENG.COM ❑ ❑ ❑ VI z o z o z 4 rim J O- - L0 Z 4N w • \ 0 m U O m J U � N E 2 5 00 `ymy OQ � 00 a Y r%J1 G" a.M0%11weQ It7fLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY I GULFBREEZE, R.ORIDA 32563 ' PORT ST. LUCIE IVI JobInformation: Z LO C ,� W i a (0 M 6 U _J ) I- 0 JI Gi Z) m o J mi U7 U) LO LL ® Model Name / Number: 1720 � Plan Issue Date: _�_ Thursday, February 11, 2021 T KA PROJECT NUMBER: 214772 Sheet: 6 Of: TRUSS LAYOUT TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CUNT. SIMPSON SPA W/(6) -10G X 11/2 SP6 OR SP8 FOR 2X6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE M605 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. r#2 EARING WALL HEARWALL FRAME WALL y. M.U. 2 SYP/SPF P.T. W//2" X 8" "J" BOLTS OR /2" X 8' EXPANSIONORS OR (6) 3" X 1/4"ONS OR 7/8- HILTI TIX-DNIS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 ean r FRAME/ ) WALL N.T.S. C^Kirn%/ �lx Al AlCrxTl^hl h%=All #5 REINF. 20" MIN. LAP BAR- q #3 OR #4 REINFORCING 1 BAR CP I .F " 25" MIN. LAP #5 STD. 90° HOOK #= APSPI CE AR REINFORCING 6 SCALE:1"=1'-O"occ 36 #6 REINFORCING BAR * GRADE 40 U.N.O. #B UP SPLICE MS051 REBAR SPLICE DETAIL - GRADE 40 ATTA HMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2%- 12" O.C. i 2 x 6 1/4' X 246" 12' O.C. 2 2 x 8 1/4" X 2S4" 12' O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO SUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST w w iUNTEL r , (2) 2X P.T. BUCKS W/ I 1/2" O.S.B. i BETWEEN FASTEN PT ' NAILER TO MASONRY l � l l IF DOUBLE 2X NAILER IS USED, Jr — USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL RM85I 12" LINTEL DETAIL SIMPSON DTC AT EACH TRUSS TO WALL BELOW" BOTTOM CH( OFTRUSS STRUCTURAL SHEATHING lRM & GROUT SOLID BAR CONT. 4 CONTINUOUS PF. #2 STUDS O.C. .T. WITH NCHOR T 32" O.C. WALL 1:3/4" - 1 " WF43 I FALSE WALL DETAIL I TITS LINTEL BEAM: = I I I I Irl 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (AG 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK CELLS WITH 3000 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN: LAP 25" (ACI 530) FOR MORE INTO TOP OF SLAB NTS I MS021 TYPICAL SHEAR WALL SECTION N.T.S. O O GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONY, THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O, 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE. PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32' HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCRErE F= FILLED WITH GROUT/CE38E0 U=UNFILLED #S REM AT TOP R=RE MIN. IiI REQ'D #5 CLE4R CLEAR OF UIT 6 BOTTOM Of LINTEL CAVITYTOP � �REEAR �p _ OCK T - LINTEL BLOCK COURSE F161BAT }II GROUT NOMIPoAL QUANTITY OF WIDTH 45REBARAT #5 REM AT TOP '.p ' BOTTOM OF NOMINAL o UNTEL CAVITY HEIGHT BOTTOM REINFORCING 78 "ACTUAL PROVIDED IN LINTEL (VARIES) TYPF QFQIRNATION 8". 10041 ALWIDTH CFNFRAL CONCRFTF LINTEI �� GFNFRAI INSTAI I ATDN NOTFS 1. Yc precast lintels = 35DO Psi. 1. Provide full mortar head and bed join. 2. To prestressed lintels = 8000 psi. 2. Shows 611W hivals as rewlied. 3. grouted perASfM C476 PS - 3000 pN w/ 3. Installation of lintel must comply with the erahlfeatural and/or structural drawings. 4. ma*mum 3/8" aggregate and 8" to It' slump. 4. UUnti are manufactured with 54/2" long notches at the ends W accommodate S. Concede masonry units (MU) par ASTM Clio w/ vertloel cell reinforcing and Proud g. minimum mat area compressNe strength = 2000 psi. 5, Ail RAW, meet or exceed L/360 vertical defection, except lintels 17'4' and 6. Reber per ASTM AS35 Grade W longer with a nominal height of 8" meet or exceatl L/180. Prestressing701.rely strand perASTh1 A418 Patle e. 8o0gn Feld added raper to be located at the bottom of the lintel caft T. 2701ow relexetlon. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical Anchorage. 7/32 wire par ASTM A510. S. CwHrtplage concrete may be pronded In compoeRe lintel in lieu of corzrete . S. Mortar per ASTM U70 type M or S. ow"my units. 9. Sala load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 It. The "nor surface of lintels installed in aderior concrete masonry walls shell have a coating of atucco applied in accordance with ASTM C-926 or other approved coating. U. untsle loaded labod eously with mitcal (gravity and uplift) and horimntal (lateral loads should be checked for combine IOadirg with the following equation: Applied vaftical load + Applied hodzomal Iced G 1.0 Safe vertical load Sara homartal load O;Oe.�,,10701 O O 8RMDB/ST 8FS0B/1T 8RF14.1B/1T SFy.6.18/1T •'O: • " 0 0 © O '`'0 SF20-1B/1T O O O O CO 8RF22.1B/17SF241B/SIT Q, , O O Q C15D IIF28 SB/1T b O 0 8F321B/1T HURRICANE ANCHORS (TYP.) RESAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 6'6" REVIEWED CODE COMPt ST. LUCIE CC BOCC -W LINTEL w/ 3000PSI CONC. GROUT SHALL BE FLUSH NOS SEE GENERAL CONCRETE WITH TOP OF WALL :HEDULE FOR REQUIRED :EMENT B 101. STD. 90 HOOK Ij HOOK !as .T • .Fr'' R., s� w to STU. 90 DEGREE77 s � 8"x8'xto' CMU U.N.O. SEE FOUNDATION PLAT SEE FOUNDATION PLAN FUR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT LINTEL PLAN SCALE: 1/4"=1'-O" ELEVATION A N.T.S. TYP. BOND BEAM 8" x 8" x 18" K.O. LINTEL BLOCK FILL W/3000 P.8.1. (COONNNCC��W/I #55 DIA. V! e INDICATES FILLED CELL FROM FIG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) tatt911t If7t D1° r <z4 A, LL yN G 7 IE Eq2 9¢R58� g (CODM0 W to 00 w as b¢im Ei Ei E2 W \CDLL S 2 LL y w 55 �Wa E y U Om�p"ti 5 O. 13�$\ t1 W 3 ¢ � GG O ;; Q LL gg '2EnB mIT a k 0 O (N O. I S W U N ' 'C'�g WWV.FDS'ENG.COM ❑ ❑ ❑ (D chit Z O o Z N Z Q J y a n Z N m d v w Q TO ' 1 —2 0 W (n =) C »» iD -9 r6 U _N U �01 C Cq 0 Q N o cG � M W ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information laces— 77 7 eI LO Liefissall O 0) d (M CO Qj J G) m (0 o ®-jLUZ) P o J M U) Ui Lit LL ® Model Name / Number: 1720 Plan Issue Date: Thursday, February 11, 2021 Tj KA PROJECT NUMBER: 21-1772 Sheet: J fa Of: LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2)%?X5" EACH END 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 '' J ; •t TRACK TO JAMB.' 0 (5) 1/2" DIA, x 8" 1/2" X 8" A.B. W/2" 0 "J" BOLTS WASHERS SET IN FILLED CELL W/#5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. SECTIONAL ® OVERHEAD DOOR CONT. P.T. #2 7 WOOD SYP 2" X 6" r a TRIM •. •.•',t:�••+•:• aai vO TOP/ <<s .,* 9 f'-. O . , 4t��`( -ASP- li ° 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PER n N - .® .j ih YCI ,• GARAGE DOOR MANUFACTURER GARAGE SLAB A` p'•, S O Y TYP. GARAGE DOOR + O ''%iti, '►!►`''~LL TRACK MOUNTING DETAIL o 0 NOTE: DETAIL CO22 / S-2 MAY BE SUBSITUTED FOR THIS ;n DETAIL • UNLESS NOTED OTHERWISE s F CD21 ENTRY CMU COLUMN/BEAM N.T. MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. co V 0 ,CIE W co n 8� �,�U�q � DO Nm LL LL LL mBm 05Hp� w a =o 3w IS LL a _ BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH �w 3 g p_ o . 2 = d O1 z 0 PERMIT APPLICATION PROVIDE BAFFLES Y � BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) ... W � � g R Jo w m FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION 12 FIBERGLASS SHINGLES OR > W n G m 5" a, 8 F # 2 N m r ¢ < @ PROVIDE BAFFLES AT EAVES TILE ROOF PER ELEVATION SEE PLAN ( ) ' OVER APPROVED UNDERLAYMENT s E A p b " g o - 8 I �' m s' 2 < o SEE PLAN (FOR VENTED ATTICS) - o U) W FIBERGLASS SHINGLES OR E ENGINEERED WOOD PER FBCR 905.1.1 OVER APA PRROOF SHEATHING - SEE SCHEDULE- o s = e WWW.FDSENG.COM ❑ ❑ ❑ TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24" O.C. [RSH1 - ON FRAMING SHT. FOR ' SHT'G & FASTENERS. U ,n ' PER FBCR 905.1.1 OVER APA , f L s z o 04 PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- - ON FRAMING SHT. FOR TRUSSES @ 24" O.C. , TRUSS ANCHOR (SEE PLAN) ��- = �. -' -- SEE PLAN FOR Z 04 z SHTG SHT& FASTENERS. ' • BRG. HT. - 1/2" DRYWALL ' '' • a TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FELT PAPER OR • •' ETAL DRIP EDGE TRUSS PLATE //�� V ) '� N • FACE 3/4" PS. NAILER : 2X SUBFASCIA (TYP. FRAME FOR BUILT-UP ) /� `v U� tMETAL •• •�r CH DRYWALL CORNE S min (3) 2x4 OR ER EA 4x4 w/ 2x4 POST DBEAM. w (W' 'u1/2" PLANS DRIP EDGE 2 X 4 P.T. PLATE END OFRSUPP RTING1/2" — DRYWALL CONNECT ALL 2X STUD CURTAIN NAILER 8 x 8 x 16EK.0. n 1 x 8 P.T. s.G.DOWs "�, �Ps ITH FINISH THING NAILED w/ 8d NAILS @ 6 AND LATH O.C' '01soFFrr nARCH. REBAR & TOT OP PATE WITH 4) SEE PLANS '@ SEE Env. 3000 5 CONCRETE PRECAST U LINTEL .+ TYP)ALL/SIDES (TYP.) FRAME FOR COR- / o /f �� \ O \ OO NERS FOR NON LOAD �� m N E w 0 0 \ ICI 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE v N , v \0 Z v BEARING SIDES NAILED ✓� ° t * 01 w ,a v v v �vy.p w/ 16d NAILS @ 8" O.O. ci00 O \\ v 4.2 < N O bfl AA OPTION, 15/32" OSB EXPOSURE 1 ON O'H' 1/2" X 8' J-BOLTS \ / MAXIMUM OF (3) - 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. /O (1) CENTERED EA. \ TYP.)4 COURSE NIGH A.F.F. L1 DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. ( OPTION) STAPLE: I6 GA. 13/4" �i CMU BASE FILLED w CONC SIDE W/2" WASHERS \ / / a 6,w {_ ^ .'.. .., .., "*. .. .:- .• - .•,: PLY ATTACHED W/ (2) ROWS OF l6d 4 W/ (4) VERTICAL RENF w/ (TYP.) v .wIIEWED NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX, SILL HGT. ON n FILL CELL -(1) #5 DIA. „ HOOKS INTO FTG & AT TOP /�� %� g�yq�g9,y► D g,•/ lq�'l PLIF9i, FLORIDA CONTRACTORS LICENSE N0. CRC1330146 ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI n PLAN Al -Al OF COLUMN VFW 3000 GULFBREEZE PARKWAY CONC. ALL LOCATIONS " <<•q' Spa S L UCI COUr VINYL FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION 1 . GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN & FLOOR PLANS LOCATION OF OPENINGS IN N®CC DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO n SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCIE OPENINGS ARE INDICATED, FULL y W/11-10d TO BEAM FOR BEAM SPEC. VI Job Information: STUDS ARE REQUIRED). & TO FRAME BELOW NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. / ' VINYL FRAMED WINDOW WINDOW STOOL n W/ SCREEN CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SILL FINISH 7/8" THICK PER ASTM C-926-98A " PAPER BACKED FOIL R-4.1 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL 112" DRYWALL MORE INFORMATION). SEE T813 ON SHEET 6 PER FBC AND ENERGY FORM V EXTERIOR FINISH - SUBMfiTED WTFH PERMIT APPLICATION (SEE ELEVATIONS) ILE COPY FILE Z FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 z 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" ' W YO 0) y +� r9 AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN EXTEND (ACI 530) ABOVE BASE NAILER SIMPSON HETA20 \ > +0. M 0 y WITH PERMIT APPLICATION HD) W/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN WOOD BASE W 10-10d TO COLUMN Al ' Al BUILT-UP CORNER MIN (3) 2x4 on 0 WOOD BASE MIN. 6" FROM END - SEE WS07 —� ON FOUNDATION PLAN POST ; OR 4X4 POST W/ 2X4 UNDER Z . a FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR EACH END OF BEAM I— W Lp Ln o FOR SLAB INFORMATION _ _ _ _ _ _TOP OF _ _ � SLAB INFORMATION TOP OF SLAB � _ - , i NOTE: „ 2 X 4 P.T. PLATE " J W � m to to `� BOTTOM STRAPS MUST 8E s _ \ INSTALLED ON INSIDE OF ♦ Model Name / Number: GRADE ff—GRADE COLUMN. DO NOT BEND v q," `v fyjT` v , r r ➢ •'\ v STRAPS UNDER PLATE. g v v 'o 1720 CLEAN 3 w PLACE STRAPS IN FILL iy"°:" '➢° N o COMPACTED ,� m :SEE PLAN FOR N RE -BAR QUANTITIES �r CELLS w/#5 REBAR N „ - •: (TYP.)4 COURSE HIGH CMU BASE ♦ Plan Issue Date: FILL ; : - FILLED w/ GONG -SEE PLAN FOR f,'•; SIZE. TOP OF COLUMN BASE - Thursday, February 11, 2021 ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION •- °'�"' 2'-0" AFF 21-1772 FOR FTG REQUIREMENTS PLAN NOTE: DETAIL CD21 / 5.2 MAY BE SUBSITUTED FOR THIS DETAIL -UNLESS NOTED OTHERWISE Sheet: = Of: 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 = O- TYPICAL FRAMING DETAILS N m is ;0 m o U 1" iVz" 1V. (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 30d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148•, L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D=0.162", L=31/2")OR EQUAL (D=0.162",L=31/2•)OR EQUAL 1�JAACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSOE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. IVERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING 7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. OPENING G.C. TO W O.S.B. INSTALL (3) TITEN HD. W/ 2 8d 5/8" x 8" EQUALY SPACED EA. END PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED SP4 AT (3) 16d SEE PLAN COMMON FOR WLL �24" O.C. NAILS(TYP)—� HGT. CMU_ I� ii�. , / • I� 0 G'sdGO 10 01 ! • • : • ! WINDOW OR DOOR OPN'G CMU WF39 TRANSOM DETAIL AT ENTRY 1/2" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48" M/h 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP.",y'/Af 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 H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG, TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD INF17 TOP PLATE SPLICE DETAIL 3/4"=1'- * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) 1 2 >4' BUT <9' (2) 1 (3) (2) (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ B" O/C TYP, DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - C* HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 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" 0/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. SOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. SIMPSON DTC AT EACH TRUSS TO WALL BELOW BOTTOM CHI OF TRUSS STRUCTURAL SHEATHING 4 CONTINUOUS x 4 SPF. #2 STUDS - 16" O.C. x 4 P.T. WITH '2" ANCHOR )LT AT 32" O.C. CMU WALL WF43 FALSE WALL DETAIL NTS STRUCTURAL SHEATHING WOOD BEAM SEE PLAN FOR SIZE — �— SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. OL VARIES W , (3) 2x4's OR 4x4 W/ (2)-10d ROOF SLOPE ' NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's WOOD WALL OR ' w/(12)-16d EA. TO COL. TRUSS. SEE PLAN 2X4 CONT. w/ (3) 12d , ,, • �� �, '+ ALT: (2) MSTAM36 STRAPS COMMON NAILS EACH TYPICAL BLOCK , CENTERED w/ (13)-10d NAILS STUD TYP. T&B WALL `.,. i Ea TO COL. u TIE BEAM TRUSS OR ROOF SYSTEM LD02 (SHEAR TRANSFER EXTERIOR WALL •------- II . i i \ SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO SIMPSON HUC410 — BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN — FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 1/2" DEB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN SECTION A -A SCALE: 1 1/2" = 1'-0" ROOF PLAN BEAM SIZE & SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — N.T.S. EXT. OUT BEAM TO SUPPORT TRUSSES IF SPECIFIED ON PLAN ------___; I i i i - ---- -------� OP- TION B A�A SEE PLAN FOR 7. � 7 ffl TOP OF BEAM FOUNDATION 4 FOR MORE INFO A CD11 COMMON BEAM ATTACHMENT N.T.S. Ft �;' 6'0`D04 BEAM 9 RAISED ENTRY MASONRY WALL N.T.S. REVIEWED F( CODE CO PLI ST. LUCIE//�•COI." BOCC HL WPY •. 4� '' N N e`er.: J.J eH cc L O L2 lrlF � wMe in z s H APU W 1-4 CO r 00 8�z G0 ro x u 4E 8DLp p E39a�' D...'�M2 (a W acWa� d - Vl Y g 5-= is Bi,� Ot�A a 3 z 3 a zo G� ;� yyew EA. un YI�mm. O8 m m12 ¢ JO 8ffim Z D: O ¢ 7 U r @ « WWW.W.FDSENG.COM ❑ ❑ U 0 W z_ Z o N 10 Z<III = a — zCN to - I r N 7 �^0 Q) w LL a n, 2 C M VU6 MC f6 U J N E � 'I '® 5go U`3ov i00a.2 c o 1M FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: I� O Zc N W O O Y coOn co N e-I N � � O Gj ZI"'�Vm • coa N Q M LO o L MJLLJZ) J W VJ 0 Model Name / Number: 1720 Plan Issue Date: Thursday, February 11, 2021 KA PROJECT NUMBER: 21-1772 Sheet: 3 Of: TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ ` � '? *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE IRSH] �, r SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP � TO BE LESS THAN �' (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. � OR EQUAL TO 45 MINIMUM 2"x4" -' - 8d NAILS @ 4' O.C. IF> 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING �` 10D X 0.131 @ 8" O.C. EA. SIDE _ (SEE PLAN FOR - ,..-'' .-.� WALL AND ROOF SHEATHING, SEE TBI3 LOCATION) " BLOCKING 0x4 CI 2SYPL BRACE FOR 2X4 SYP OR SPF CROSS BRA C GABLES 3'-0" TO 5'-11" TALL. APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR ;., THEN 48" O.C. AFTER. NAIL w/ 3-12d @ EACH FEND & @ GABLES 6'-0" AND TALLER. /• CROSSING Al 45 ANGLE. ATTACH L BRACE w/ (NOT RE 'D 4'-1WHEN SHORTER) FASTEN (1) SIMPSON12d NAILS @ 4" O.C. CONT 2x4 SYP OR SPF SPANNING (4) BRACE CONABLE TRUSS TRUSS BAYS (8'-0") NAILED DIAGONAL BLL PLATE w/ 10d @ 3" O.C. (3) 12d - _ W/ 3-12d TO CHORDAMIS BLO 14 PLANAIL GABLE TRUSS PER JOINT f�TO TOP PLATE w/ NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- ' _�� 2x816d 1/2"x8" ANCHOR BOLT f 4 BAYSAT NAIL OVER X-BRACE AS SHOWN- 2x4 SYP OR SPF BLOCKING 48" O.C. MIN. BETWEEN TRUSSES @ 48" KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING TRUSS w/ 3-12d NAILS EA. SYP w/ (3) 12d @EACH END TRUSS WEB ROOF SHEATHING, SEE NAIL TOP OF "T" TO GABLE40FT" TRUSS w/ 2.12d AND 1T813 FOR ATTACHMENT SIMPSON H8 w/OVER JACK TRUSSES, SEE 10-10dx11/2" NAILSPLAN' TB01 TYPICAL CROSS BRACING DETAIL N.Ts. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"X11/2° : ! 4q6 ddd T7pRRr' SDS WOOD SCREWS GABLE BLOCKING w/ 2-12d TOENAILS N ♦ ; L p °° PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d ♦♦♦w , tV $ [- • • s% CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 W/ ,♦s cQc`' M1 • � •' BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS `r'', IC) goA , ri 0� •s NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE D cr - : N w U, Typ TYP 0 �$.. ���••• J� co q TRUSS ALTERNATE BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING ,_ GE01 GABLE END BRACING N.T.S. o �' FI_ o? '`� . a WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP ~� L` O° ,O°O i 4 10 ° �` r~ ~. q TRUCTURAL - ---- pgOE N� dJddlli � >` G.T. SHEATHING Clil m ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD _ '.. TO PREVENT SHEATHING ACK - - - - OF HIPPED TRUSS W/ ~ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T 13 SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR c SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING W 00 1- PLAN €' W 000 F yy 0 co 1 p U Cho V N J J S 6- iJi w LL 2X4 BLOCKING �Su np o W,n'�oo w a BETWEEN TRUSSES HIP TRUSS A g IA M a Q-2LLV ui SECT, A A ,4€ a >:p X�o� w a w 3 oJ¢.a5 N a=' o o T603 HIP /RIDGE BLOCKING DETAIL N.T.S.TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.r.s 5 sae E g $Ea O J a LL?9 mr ¢ Q 4 0; o� ¢ N O "t Q 5 U W f.& 5 r'a www.FDSENG.COM ❑ ❑ ❑ WZ a o TRUSS NOTES: Z z N ¢p Q 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 o-l (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENTcq — � I� Z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED L/T M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY SPREAD OUT CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. W 1 h -I-, w .� 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL O LATERAL BRACING SPECIFIED BY TRUSS MAN UF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. U 3. ALL BRACES SHALL 8E 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 O w C uc72 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. - t- SEE TYP, TRUSS BLOCYJNG DETAILS SHEATHING N _ m �� L.� 3 TO 4 TRUSS AS SHOWN G, W V III .x4 TRUSS SPACES ERNATE DIRECTION ® Q N 6 a0p r.• QW RUS a�� " e1 DAMS HOMES VERTICAL SCAB 2%6 #2 SPF 48"O.C. W/ (4)12d TOP & BOTTOM OR H5 T TRUSS (2}1 NAILS FO - OR HCLR/LL IN PLACE OF (4) 10D 5&EBCyION TO TRUSS REVIEWED FLORIDA CONTRACTORS LICENSE N0. CRC1330146 /SEE REQUIRED @RAFTERS GREATER THAN 8'-0" CODE COMi L"IAi 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND. NAILING SCHEDULE FOR SHEATHING DETAILS LU-CISDIVISION GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE TOP PLATE SECTION B-B ST" 2xSTUDWALL VARIES W/ ROOF LOCATION: • SLOPEIZ7,\ VE PORT ST SEE PLAN _IB�CC /• CONY. FRAMED RIDGE \ / \ / / Job Information: MAY NAILED w/ MIN. VERTICAL SCAB #2 \ 2X4 SPF BLOCKING \ (4) 12d WHEN IT LANDS SPF O.C. W/ (R 12d 4) \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS & B 2x8 BLKING. NAILED ®EACH TOP BOTTOM OR H5 OR \ / \ @ 4S" O.C. MAX. / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER e \ / \ THAN 6'-0^ \ 2x4 SPF BRACE / \ @ 48" O.C. - NAIL W/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY SHEATHIN � RAFTER Td \ \ \ ALTERNATE DIRECTION O \ \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS . FILE L C 1� V TRUSSES W/ (2) 12d NAILS (OPTIONAL) R7AA R @ EACH END, CONT. EACH BAY TB / / TRUSSES C LO p B 2X4 SPF W/ (2) #7X3.1/2" Be WOOD SCREW EACH TRUSS SEE PLAN W 0) ALTERNATING BLOCKING OR H5 @ 48" O.C. / / � M PRE-ENG. TRUSS \ / / > i N 0 6STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. N ci 3 ~ y U C SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / LO -1L'L^J c) B B 2%4 P.T. BLOCKING BETWEEN DIAGONAL WOOD • 2x8 #2 SYP RIDGE BEAM (USP MP4) Ca \ \ / / 2'-0" ON CENTER \ \ / / '�'/^� Li O coW V / V / TRUSSES W/ (2�1KING NAILS @ AT8-0" TRUSS \ /\ / 2X4 SPF BLOCKING VI Model Name/ Number: EACH END MAX •JQ-iF 2x6 RAFTERS @ 2'-O"D.C. BETWEEN TRUSSES X V MAX. w/ (3) 12d COMMON @ 24" O.C. MAX w/ TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN \ / \ / , ,\ (3)12d EA. END (TYP.) 1720 (SEE PLANS FOR TYPE) CDNC. MASONRY 4 Fr @ 7-0. O.C. MAX W / 13) 30D SEE PLAN 2X4 CONT, AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM VT Plan Issue Date: T & B CHORD BEARING SUPPORT Thursday, February 11, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE V KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION or 21-1772 2x4 S.Y.P. @ 16" O.C. Sheet: Of: T11306 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB1S EXTERIOR NON -BEARING WALL DETAIL N.T.s. ROOF FRAMING AND BRACING DETAILS THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. I Rake orlpel Edge - to use In II■ `IIIIII■ `Ill♦ NAIL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS, 3/8" MIN HEADS. 6 PER SHINGLE. p-01 Opde. S�Co@lam ns Go�'� 9Cd Go@t@@.-wits@ / 3' 3" 3' 3„ 6nn 3n, 3" vaneycentedlne ------ 1 6" - 6" 6" — 6„ 6' 3,n _ til3„ 6° SHINGLE INSTALLATION GUIDE SPACE EVENLY SPACE EVENLY ROOFCRICKET: - - 1.2 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER, WALL FINISH AND EXTENDINMINIMUM OF 6G ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT SHINGLES Z 6" X 6" H GALV. s FLASHING CONE. m 6" 6„ 6"11 1 6" 610 4. 6.1 __ w, 1 g° _.. 3" ,j 1 1 FLASHING DETAILS 0 Q 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE ,1 6„ 3" o 3" Z�3 3n r ill III Q I 3„ 3nn 3" 3' 3,n DOUBLE DOOR W/ SIDELITES i" 6' SPACE --VENLY 51, 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-owl IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. O co TOP OF SLAB 00 Z I 'll yll °1 I Ir - If i o z 1 ' e 16" MIN. DIAMETER !°' CONCRETE FOOTING N.T.S. 3„ SPACE EVENLY s NOTE: THIS DETAIL IS REQUIRED 6" HORIZ.ftASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW \ AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTAC H M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT 177 BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HID. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY .` JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME - BY OTHERS SHEATHING --. By OTHERS CAULK BETWEEN — FIN &SHEATH EXTERIOR FINr5H BY OTHERS PERIMETER -- CAULK BY OTHERS a,A. WINDOW HEIGHT EXTERIOR 11/2N MIN. CfaAaIEDMEN t 0 WOOD 6CREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4" MAX. SHIM SPACE Installation InstrucNonS For All Fixed Windows With Mounting Fln Hy-Lite Includes all of the following Series: 625 / 825 / AZ15 / FL15 / AZ30 / FL30 / V1500 / V1580 / V300 / V380 VR00 % f280 GB2000 062080 I PreRi 662 Prestige 862 1 LH10 t-mdmom fasWer Sooting Wadi Framing: (Jan" Head and Sill) 02spruoNnrclFir Silicone 5o<w neon Penetrtratied G"drg Bead Mounting Fines-Doeft - c ross Section V law View Of waved window Mnimuo --_� 1l2 'Sweetie ekeriee51ne1Mng Note: We strongly rec0mmandthe use ofMsh7n8 wr01-79eah1n9top" and 01i,pens as aortae In 045)M FZ112-01. Ift,wewar, dpe to' VNMfbn In codas andbu/Afhsy tapes, his lM up to the end scow fo datermhm the onomfiemlletlovt ofthm elams. P T7 Du -L: w P etel wore Ineta',ling y-' I'lndoW, Me WWI —1 may bs peered track der fnspedton, tint nlease restlak rfw wrap to prr n the blocks Ron. scratches and otier aamyeuraa muruc6on is Crnplete. Slept Measureto De sure the opening Is 3/8"m1/2" Worthen IM window size both veticallyand hoddionzlly. • You maYwWt m paMnli Me IMfallatbn toss In the iM rttlNs time. asmatav aye trofssM bleavermy Ates arenot spiald Step 2 Apply a generous bead of smame W Me Wckslde ot the mounting An. Use enough agkone to Ad&* Is all votes between the fin and the wall sh"Mma. Step 3 inesetthe window into the opening from tie oufalde. The window N IabeW'Insde" and "outWe", but 9 He "be6 hove bren nammN, Me qlading bead should alwt Im to the made of Me build Step 4 install shims under the sdh adjusting Men mad the unt to plums, in the opening, Shims should be handled water the Sig every 2 fees. The window should be bamly aeotmed in that warning who, re more Man l/4" gap between the swmdvw end well fanning. Say s Irsblla #30x 1-1 Ysarew 4"tom themmerd the finotma and of Me lead$01 and both mbs. gkq 6 Irdag Me rMnalnirg fasteners M 8" Inaremenu from Me corner [crews to Me Center of each frarne membef. Uce Care rout to qer- tighten the spews and pull men through the fin. Also, make sure to waves go In sheo M aM do no Douse Me theme to bow. Watl haMng should be a m olmmn of #2 SpwcVPkWFir. fasteners should too #10 anew of suffloms 16451111 to aahi2ve l-3/B" Psolamakm -Me Me wol end no less than Ur from. of.: Faster quantilas, needed In each epe of hone W adieve 8'.spmn of Fame Mennber 10" 18• 28' 34" 42" Ill- Sras- 74" air Wg8" Number of Fasterrens 2. 3 1 4 1 8 1 8 1 ] 1 8 1 9 1 10 1 11 1 12 1 13 Ship 7 Ramose excess Mmome our tom around the fln and kelped for holes or wilds. use sllkorc to at any Voids. Stop 8 Ndesired, a fosn insulation can be appl'nU In tie interior gap between be window and well homing. If applied, m/s'awstbe Me N011GYP.4A9)&Gi F1-r0AM. Step 9 Since these windows ate typically used in mama with high mist ne, le; EaMraoms, it is recommended that Me interior gap between the window and wall flaming also be sealed wM Mko a and tooled m as not to inte le a wind the installation of wallboard rile or trm. Step la Once all aanabucuon Is =plate, remove the bubble wrap from the Inside and outside of the window. if necessary, dean the bkdn wim a mild detergent aM warm water ming a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: 1st Choice COUNTY APP. IKO IndustrueS, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING 7�] NAILS. 3/8" MIN HEADS, 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Oft rid a vent" 1" 0 D 4" D.C.MAX. FL21580.1 R-1 ROOFINGUNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-RS PRODUCTS LLC #30 SPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 I 2nd Choicel I Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16x7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 53W5 FL15279.36 BX7 Swing Doors: 1st Choice +67.0 /-67.0 TH ERMA TRU-CORP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH TERSE X 3" TAPCONS MIN. 4" FROM TOP &BOTTOM OF INTERSECTIONS FL20461.1 THERMA TRU-CORP. FLUSH FLUSH FL20461.19 2nd Choice +67.0/-67.0 AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X W WOOD SCREWS MIN. FROM 0461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 1st Choice +0/ -146.3 The Tapco Group 7" Staggered IIND IHLLAI I UIN rAW CKINtKb AKt UALVANILLU 5TttL HUGHNG FL20403.17 Shakes NAILS 11h" LONG WITH 118" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. 2nd Choice SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON I FL 17676.1 R9 Single Hung (fin) ANCHOR WITH MIN. 1 k 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. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4M-1926 Horizontal FL 15804.2 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM ul on EDGE DISTANCE DGE ���g Fixed Glass • 1st Choice +50.0/-50.0 BLOCK I 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11/-" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.3 R-3 2nd Choice i 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. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED VINYL D.C. IN 11/2' NSOFFIT I DI AILS 10"OF FFIT LENGTH FL16503.4 R-3 Hurricane Panels: 1st Choice 6 PSF TEXT / PSF INT. F46 HURRICANE STORM PANEL MFG. INC. 24" Ga. Galvanized Steel Sto m Panels DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ WINGNUTS AT 12%" O.C. BOTTOM 1/a"-20 SIDEWALK BOLT w/ POWERS CALK -IN FL16293.1 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI° # 56126 _ Name: TODD M. BORN Certification Number: FL # 82126 , Name: Luis Pablo Torres Certification Number: Fl. # 87864 w� 2$ N Nr 0 ul toro00 5 3' d Q 3k ik ik U_ UO p (b� LL LL LL 2d �yinna`2 CL a aiaLLS uj N Y jig.- 3 ®—¢° � a 'c �dzs�s 3 F »� WNWm K O J Vow lu��a� m m CL e LL o o D 0 � a v 2 ca (n os".E�� Ill ti E w %NANY.FDSENG.COM Wz W) z N 4� CIL a N a — In z L/1 VI m �v m W O Van,- � m u5i \/ V) c CY) i r6 U tM U —N E OD 0 xNt5 OD n� c was aqA_ Q N On�A QW ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O Z to Ld 0 0 z 3 0 I—YUm 0 J WZ:) co o Jm(n() to LL VT—M—od—el Name / Number: 1720 VF Plan Issue Date: Thursday, February 11, 2021 KA PROJECT NUMBER: 21-1772 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) - i MECHANICALLY FASTEN AS FOLD UP WEATHER , 1 NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS - `, „ SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS WEATHER DOOR ROUGH OPENING R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall Imo- JrREaISITIVE ' WINDOW UNIT TO BE USED. envelope shall include flashing as described in Section R703.4. BARRIER WOOD FRAME CONSTR. TAPE s EXTERIOR SELF -ADHERED FLASHING 3/4^-1^ BEAD OF CONSTR. SLOPE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the - rr (, accu rnfillon of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER - 0.3 In : 12.0 In SELF -ADHERED FLASHING required by Section R703,2 and a means of draining to the exterior water that penetrates the exterior cladding, OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (O.6 Cm : 30.5 Cm) WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND PRODUCTS DETAILS R703.2 Water -resistive barrier, One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 I sema�r"wixoow� OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING for Type 1 felt or other approved water -resistive barter 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 SELF -ADHERED FLASHING EXTERIOR Joints occur, felt shall be lapped not less than 6 Inches. Other approved materials shall be Installed In accordance with the BARRIER VE `CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water-reslative BARRIER SEAL TOPS OF JOISTS ! ';i'i (f! PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a UNDER DECKING I = �' SUBFLOOR manner to meet the requirements of the exterior wall envelope as described In Section R703.1. SELF -ADHERED FLASHING (SEE DETAIL WP07) II R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required In Section R703.2 and, where j applied over wood -based sheathing, shall include a water -resistive vaporparmeable barrier with a performance at least HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH equivalent to two layers of Grade D paper. The Individual layers shall be Installed independently such that each layer 1. Cut, fold up & temporarily secure weather RIM JOIST Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barter Is directed between the layers. 2. Self -adhered gashing plus head flashing under weather pt resistive barrier BUILDING numbered items In the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or ///���� /-� 3. Fold weather resistive barrier back over head flashing and i 'I 1 PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60•minute Grade D paper and is separated from the stucco by an Intervening, substantially nonwater seal with tape 2 2 2. Install flashing and weather resistive barrier to form water shedding laps absorbing layer or designed drainage space. O3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible Scale: NTS flashing shall be applied shingle -fashion or In accordance with the manufacturer's Instructions. Metal flashing shall be SELF -ADHERED FLASHING ` A , po 1 SELF -ADHERED FLASHING IWPO2 SELF-ADHERED FLASHING embedded in the adhesive layer) -far ease of installation and to minimize corrosion resistant. Flul"pplled membranes used as flashing shall be applied In accordance with the manufacturer's FLANGED WINDOW VVEXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL! POTSHELF/ CHIMNEY SHOULDER �/ P03 scoring cuts Instructions. All flashing shall be applied In a manner to prevent the entry of water into the wall cavity or penetration of FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and water to the building structuralfenestration framing components. Se algid t t membranes used a flashing shall comply with �� AAMA 711. All exterior fenestration products shall be sealed at the Juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" X 6 with AAMA 800 or ASTM C820 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTMC1281, tr EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum AAMA 812, or other approved standard as appropriate for the type l IT n `rI ) type of sealant. Fluld•applied membranes used as flashing in EXTERIOR SHEATHING 3DHE BEAD OF APPLIED INSTALL SELF -ADHERED ASPHALT ADHESIVE exterior walls shall comply with AAMA 714. The flashingshall extend to the surface of the exterior wall finish. Approved °.°Y F�}�-C O . e ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 6. Fold as shown by arrows fleshings shall be installed nt the following locations: ° QP•� E N S F ' •,S' �i,a THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW - .'`, r ' Ta6 REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight to corner 4 J : .Nog o LETTER ON CHEMICAL 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing nt exterior window and door openings shall extend to the surface ct the COMPATIBILITY SCORED Y Y Pe rl exterior wall finish or to the water resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically 04 ; UJ RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed " LUX ' in accordance with one or more of the following.S C FLASHING SELF -ADHERED FLASHING, `�'+ • (BEFORE FOLDING, SCORE s.0. S Y FLASHING EXTEND A MINIMUM 6" RE ADHESIVEAS SHoPAPER TO wN) 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the OSE' i�(7 '' O FA }' VERTICALLY FROM , BOTTOM OF fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing THRESHOLD Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. q MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish or to SECTION -A NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection Lal (SEE DETAIL WP02) SELF -ADHERED FLASHING at the head and sides. >; 1.2 In accordance with the flashing design or method of a registered design professional cc SELF -ADHERED 1.3 In accordance with other approved methods. FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ t 2 WDMA 300 or FMA/AAMA/WDMA 400. NAILING FLANGE SELF -ADHERED FLASHING 52. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with t 4 protecting lips on both sides antler stucco copings. ' 0 I DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 6 3. Under and at the ends of masonry, wood or metal copings and sills. BOTTOM NAILING UNDER DECKING FLANGE $ (SEE DETAIL WP07) 4. Continuously above all protecting wood trim. S 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. W WJ to Do DID SELF -ADHERED FLASHING ING W P 04 W P 0 � SELF -ADHERED FLASHING W P 0 6 S. At wall and roof Intersections. " SELF -ADHERED FLASHING VV$ Q� # HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 7. At bultt In gutters. Z a _` 6 0 8 6 z LL LL W v'�mg.`o wa a SELF -ADHERED FLASHING DECK PROTECTOR:, ¢ g E Q Z t m Z¢ p v SHEATHING W W .4 ' o 7/8" Cement Plaster as LL2 N 04 a d 718" Cement Plaster _ m < a r in accordance with t S p ® o o in accordance with $ 2 a S o SELF -ADHERED rr ASTMC926 m2 $ o J N FLASHING PATCH t�; .' ASTMC926 9 W `1v .< Felt backed metal " ~.FDSENG.CDM ❑ ❑ ❑ Felt backed metal lathe in accordance lathe in accordance /� }c' with ASTMC1063 11 063(y�/) z o 0 SELF -ADHERED FLASHING ;r with ASTM ordanrlonce _ O 2 DECK PROTECTOR - Building Paper J 3 Building Paper z 7/16' O.S.B.', 7/16" O.S.B. DOUBLE, ; '. sheathing sheathing ° j SINGLE JOIST /� �'� ' Lo r JOIST SELF -ADHERED FLASHING , ' Metal Keep top edge `tn Z kNn SELF -ADHERED FLASHING 1 ..,' FIBShIDg Of weep screed / ' j4� N a 3„ MIN 2 Unperforated _ '. bloc p fD 2" below to ok4 Flange7/8 Vulcum O c g ep O 5 Maintain screed Metal nllashin �N w t o E Joint only CO m SELF -ADHERED FLASHING IWPO7 SELF -ADHERED FLASHING ,n'APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL)IN WeeBottO Sceed 3-1/2" Unperforated"\H0.8362x;DECK JOIST OUTSIDE CORNER Y Y P 08 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W PO g p Flange 7/8" Wee Screed O N o 1 1 /2" to 2" 9 p o INSTALLATION OF THE BUCK/RECEPTOR. Above Roof c00 Sheathing 1/2" Cementitious ¢ Q, Decorative Finish DAMS HOMES o . • o, All inside and EXTERIOR outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CEMT. FIN. need to be miter WINDOW UNIT °' 3000 GULFBREEZE PARKWAY BUILDING PAPER Cement Plaster cut and caulked all GULFBREEZE, FLORIDA 32563 SLOPE in accordance o butt joints need to SLOPE SLOPE with ASTMCe ° becaulked using 0.3 in : 12.0 in DIVISION LOCATION: 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in : 12.0 in over wood 2nd Vulcum caulk for all (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor PORT ST. LUCI E ♦ Job Information: SELF -ADHERED FLASHING WIRE LATH \_ SELF -ADHERED FLASHING F EXTERIOR /- BUILDING PAPER CEMT. FIN. WIRE LATH O SELF -ADHERED FLASHING 1/2" Cement Plaster Finish to Z a: to c WIRE LATH Block 2 1/2" Perforated \/ `m ((nn M BUILDING PAPER BUILDING PAPER o o Screed p ' N � E Flange 1/2" Wee G m o Cement o Plaster V m (D a over block J LIJ (m o EXTERIOR lstfloor 0 m m u- WINDOW UNIT CEMT. FIN. Slab Install bottom V1 Model Name / Number: edge of weep screed 1" below 172U finish floor ♦ Plan Issue Date: 2 2 OPTIONAL DETAIL Thursday; February 11, 2021 3 g s Note: V1 KA PROJECT NUMBER: 0 The building paper and metal lath 21-1772 SELF -ADHERED FLASHING �/�/p 1 O SELF -ADHERED FLASHING EW 1 1 SELF -ADHERED FLASHING must be installed over the top of SWEEP SCREED DETAIL Sheet: Of: CEMT. FINISH WINDOW HEAD V Y CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL [YV P 12 the weep screed. SCALE: NOT TO SCALE wP WATER PROOF DETAILS i —_—____.__—_ _-- i n E i 42X42 A/C SLAB BY BLDR MIN 4 2' FROM WALE II - _ -- _ -- I -r : _ 2a8 --- - Y - -• EGRES4__—_®_- -- }_- ~6 B -- L MASTER BEE�ROOi1P! } v uL�c�II tic l Ox6 1 wcd VAULLTT�CELIING 1 5 --- 105 - - a0x6 1wcd _ 200 - I -6„ i --------- - 14x8 1wcd 6„_ 16x16 rag ` - SLOP jE 14" DINING 1O5 _10x6 1 wcd v r-= rs 105 1 Ox6 l wcd ---- 5„ bath duct 5 - 1sE;� - I to roof or wall c p - 50 8x wad 6"viol aAul r CEILING 10x6 lwcd AVN 's vAa-eE',ws w% standard 70 cfm bath fan - �iA BAIITER 6" µ'AI I. VAULT EIL!Nj 3. 3. II ;' ! E _ - .. _. _ , 4 8x18 fbra tiIc'N� 8x4 1 wcd ' x 40 LM r F.G. I:: — O 0 r EIL LOPE 60 I ShitlYR 1.1 {110 1 11 1 Ii -- .f �n wcd 1Ox6 1 BF --DI M '1 NOTE BUILDER .r O FROM DE APPL ANC£ PWIT£OTl" IF y VAULT �EILIFIG REQUIRE[)arMUN MUNICIPAL 4" dryer duct I r 28 a^ EF Sr EFT 4 FOR OFFAL.S N , - -- -- - of cap w/dryer vent box _ -- !I 5" bah duet 6» 1ax1o'rd�Bss to roof or wall c------- p ATTICACGESS ! _ LOCATE INRFLD _-- w standard 70 72 x38 N11N y� _. R,'S I S9 ! La ca.IM a cfm bath f a n loll g� GARAGE '� fiq GA I I 2 12 l"�9, T r Lh S E� $' CFI OriiLi ' i P Sxd s EE; •-------------------- ------ --- - ----�' I 4 1� 40'{ i ; 2.5 TON W/5KW 0240V 1 PH / g'Ds$ c_c' I� s , ` ... ,�GRE55 ` I IaA — r� 0 I i 18x10 plen : TRAINS w n T�ANs Aac;lEELI � j' platform by tPEl'': —i bldr scale :1/4"1'0" Ni's 1 ' EE g I E Fri g�q Ogg l ON WALL�fiFa8 OVERHEAD DD'•DR __ T Q — f h8 A J OV RYFAD �'sJn7ri j _ _ .... _ . .. t a ENTRY a � „• 133a _ 12x12 rag _ - 14x8 1wcd _ ______ 77 - 140 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED - B DBOO 3 1 1 NCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 - balanced return air. - EXCEPTIONS 1-3 -F- - --- : I DBI. 25 5N I gg �qp � pg FLOOR LA SCALE V4r _-1'-0° ELEVATION ARE CALCULATION LIA.. FLOOR 1720 S.F. TOTAL LAING yACj 1720 S.F. (3ARa.CE 6±0 S.F. a COVEREO ENTRY IBASE1 67 S.F. WVERED PATIO/LANAI 200 S.F. IWAL. AREA UNDER ROOF 2557 $.F. q v 0 kKS 6 0 N 0 U S 0 s S m Z ®'_^^ VJ U LU LL w REVIEWE Ch . Z CODE COhI NC°, 0 ST. LUCIE NTY i J_ W 0 Q Q J 3: _ N i 0 O m I Q C\j Z O O i N FILE COPY N m Er- W •• •• >_ Z 0 J Z 0 War( < �� M W� D J ! O D'� M EL J Cn 0 0 Rating 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