Loading...
HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA 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." 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR 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. OPTIONAL 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 A 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, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION ()F WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELFADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 111. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT 041ANSION 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. EXTERIOR CEILING LATH ATTACHMENT PER THE ASTM C 1063 7.10.2.2 DIAMOND -MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL LATH, AND WIRE LATH SHALL BE ATTACHED TO HORIZONTAL WOOD FRAMING MEMBERS WITH 1VrIN. (38.1-MM) ROOFING NAILS DRIVEN FLUSH WITH THE PLASTER BASE AND ATTACHED TO VERTICAL WOOD FRAMING MEMBERS WITH 6D COMMON NAILS, OR 1-IN. a 5-MM WIRE 19.1 M M OR 1-IN. 2 S THAN /a IN ( ). (25-MM) ROOFING NAILS DRIVEN TO A PENETRATION OF NOT LESS STAPLES DRIVEN FLUSH WITH THE PLASTER BASE. STAPLES SHALL HAVE CROWNS NOT LESS THAN 3/4 IN. (19,05 MM) AND SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH AND PENETRATE THE WOOD FRAMING MEMBERS NOT LESS THAN 3/4 IN. (19.05 MM). WHEN METAL LATH IS APPLIED OVER SHEATHING, USE FASTENERS THAT WILL PENETRATE THE STRUCTURAL MEMBERS NOT LESS THAN 3A IN. (19 MM). 7.10.2.3 EXPANDED MIN. (9.5 MM) RIB LATH SHALL BE ATTACHED TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAN 134-IN. (44.5-MM) PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 34-1N. (19.1-MM) PENETRATION INTO VERTICAL WOOD FRAM ING MEMBERS. 7.10.2.4. COMMON NAILS SHALL BE BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH OR BE BENT OVER A RIB WHEN RIB LATH IS INSTALLED. 7.10.2.5. SCREWS USED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS SHALL PENETRATE NOT LESS THAN 56 IN. (15.9 MM) INTO THE MEMBER WHEN THE LATH IS INSTALLED AND SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS THROUGH, BUT NOT DEFORM, THE RIB. COASTAL FLASHINGS: ALL FLASHING MATERIAL FOR COASTAL LOCATIONS (EX: WITHIN 3,000 FEET OF THE OCEAN) SHALL BE CORROSION RESISTANT MATERIAL (EX: ZINC AND/OR STAINLESS STEEL) AND SHALL BE SELECTED FOR COMPATIBILITY WITH ADJACENT WOOD PRESERVATIVES PER THE MANUFACTURER'S RECOMMENDATIONS. MASTER REVISIONS DATE I 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 OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN 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 A706, OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL M505 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. 1`303.4.1 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 WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI ( f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O, VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 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. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 31&14. 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, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL FRAMING MEMBERS SHALL . ALL WOOD STRUCTURAL A BE S.P.F. #2 SHALL BE USED. AT A MINIMUM, 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL 1 OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS EDGES TO ALLOW FOR EXPANSION PER ASTM C1063 AND APA PLYWOOD DESIGN SPECIFICATIONS. SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED BY MANUFACTURER. 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 A MAXIMUM 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. UPLIFT 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 FOR MORE INFO. FIELD REPAIR NOTES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE- USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE (NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC, FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/4"x 2%" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 1N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 12" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 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 E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF20 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 (8) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TII ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR [-JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT 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 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 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 @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG ENTRA THE TOP. f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. GENERAL NOTES: 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 <_ 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE O VALUE DENOTES SUCTION DIAGRAM AREA 4� 5O (+) 27.6 (+) 27.6 10 (.) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 () 28.8 () 34.4 O 0 s 50 (+) 24.8 (+) 24.8 O () 27.1 (-) 31.1 (+) 23.4 (+) 23.4 100 (_) 25.7 () 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7' 0" O 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'-O" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. S. 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 1, ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEME NT LOCATIONS. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. CONTROL OF CONSTRUCTION SITE: THE DESIGNER/ARCHITECT AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. THE DESIGNER/ARCHITECT AND FOR HAS NO DUTY TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER CONSTRUCTION AND THE DESIGNER/ARCHITECT AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIME FOR ANY REASON. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DAMSHOMES Of Northwest Florida 3000GULFBREEZE P/�\RIK'\l�\Y G= n UEECEZE° EEURID � :�250•�:0 MODEL 1930 SHT N0:1 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 P-1 OPTIONAL PORCH BUILDER NOTICE: It Is the intent of Designer/Engineer liste in he tlt d t leblock of these docu ments that these documents accurate, a b curate providing Licensed p g Professionals clear information. Every attempt has been made to Prevent error. The Builder and all subcontractors are required to review all the Information contained In these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the Information found in these documents. Any questions regarding the Information found in these plans should be directed to our Quality Assurance Manager immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. -a,11111 1 ►r►`t Q P TO �``�, N E�N N Jo 57� 64 'rti'•° 441, STATE FE O 4 fii1S11s1ti1`,1 C • - tll rfl � o 00 r- LO 00 r*- .0Ud�� M a� .� � � N G�-�o p� _ .+ C4 Iq w LU • G 0. W V- �JLLoi� Cn Lu `2 0 �as�n z Q S 3 3 N Oni IL? � 0 LU J m 66 r NLL n .Q 1,58 °6 '° a M cn O � •. 2� WWW.FDSENG.COM z Z a z S 0 z04 N � I o_ � _ m U) 04 Ln 0M Qom.) 7 Ed w c U8 w t/i ai ut7n Ln Ri J v N E w �- m r O 00 , .� 00 �N 1. r � a1 � Wks fl Q N 6 oA M JA,�DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ Job Information: r100 0 o O m z (D N 0) W m 60) u� V4 c0 M � U CL Q !A _ 0 J W T a .J CO (n U) IVI Model Name / Number: 1930 ♦ I Plan Issue Date: Thursday, February18, 2021 ♦ KA PROJECT NUMBER: 21-1364 Sheet: ,I Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(p10 NO BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW2 16" SP2 W/ (%10d SP1 W/ (6}1od SPF 402 STUD, (6)10d PLATE STUD, (4)10d PLATE BW3 16„ (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, (4)10d PLATE BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (6}1Od 16" STUD, 6 10d PLATE STUD, 4 10d PLATE SYP 439 BW6 16„ (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 878 STUD, 6 10d PLATE STUD, (4) 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW8 SP2 W/ (6)-10d SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 BW9 12" STUDP (6) 10d)PLATE STUD, (4)610d 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 --DOUBLE 2x TOP PLATE TOP OF WALL/ SEE PLAN '9 MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADERJ PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 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 - -. -'-" - PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN " OSB PLYW'D ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16W/ SAME SEE GENERAL NOTIE #8 BRG. WALL DETAIL ENT w/8d NAILS AT 4"00 IN FIELD 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 SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED INSCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/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. FIELD AND EDGE TO 1 SIDE OF WALL PLYWOOD W $d NAILS AT 4" O.C. IN D 7 16" OSB PLYW ( ) 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 B. 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. SP1/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 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 -OR- (4) - 16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR* * G = 6665 C5 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 WJ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) - 16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI WOLMANIZED IF EXT. 2 1/2" SDS WS & 5/8" EXOPY ANCHOR, OR ATR** 5645 C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4" x C12 9fl 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4, MNIMUM 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 GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 21h" 0.131" X 21h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 31/a" 0.131" X 31A" NAILS & TOP PLATE 12d 0.148" X 3'A" 0.131" X 3'A" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131' X 3" 8" O.C.(COMMON) STUD PACK 6" O.C.(GUN NAIL) COLUMNS 16d 0.162" X 31h" 0,131" X 3 1/4" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 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 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) - 1 3/4" x 11 7/8" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" D.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 0� TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" D.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 H1 (2) - 2X6 42 SYP SEE GENERAL HEADER NOTE #5 1 " F ITCH PLATE W//2 L THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1l2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE 45 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H5 (3) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/(2) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 114" 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 REO. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0" - 16'-01, (3) (4) (3) 1 (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. Y N MASTER BA. OPTIONS 3040 (1) PC. FIBERGLASS SHOWER IN LIEU OF LINEN CLOSET W/ (1) L.E.D. DISC LT. OPTIONAL BATH SCALE; 1/411 = 1'-011 (O vt 4'-8" DBL 25 SH EGRESS HOSE BIBB 15'-2" BEDROOM 2 °Q 8' CELIING � I i 8' 4" 2'-4" - =00 N to -- - - - - -- N R/S to �.., BATH 2 00 w 8' CLG N O Leo S In 0 O ' k� L� o 0 2x6 WALL co N (n W BEDROOM 3 Q `n N 0 w 8' CELIING 5' 2" i 5'-4" 2668 ct- - - - - - iv , R/S 50'.0" 20'-6" 9' 9" 9'-9" 6" �-----------�---- -------- I I COVERED PATIO 20' 0"x10'O" I ol 5'.0" 17'-0" DBL 25 SH 4'-6" 2668 2868 19'-6" LIVING o VAULTED CELIING ti O) 0 N _ 0 Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # � - . & Well #- _ Dc te:11Ia- Review t-.e-"ut_ �_A SEE SHT (P) FOR COVERED PATIO INFO 10'-8" O DBL 25 SH EGRES� 14'-0 _ C'S 1 OWNER'S SUITE 8' CELIING C;0 3'-8" 11' Orr DOOR, PER 6" WALL ACCESSIBILITY CODE 2868 ii o 0 0 �! 3y N ' - fD 36" FLAT BAR 4 HALF WALL TOP ON 341h" W/ CAP m w WALL , n I 4'-11" 5 -2 2'-6" 2'-11" n 2 -8 1-6 n 2'-5" 1'-11 -n 5' 4 2'-0" n f- 2'-4 lo M.C. OWNER S INTERIOR w - -------------- RIDGE ----------- ---- ---- ---- -------------- BATH = -------------- - (2) 2x6 2 S P W/ I 2�G CN FLIT,H (1 SIMPSON I d' 8' CELIING N O� `1 I LSTA 1 EACI 11 SIDE i z Y ^ ` I m W.I.C. I I w M' ,' >\�.�<' m I 8' CELIING �r 8' CE ZING m \ KITCHEN N 4' 2" I 4'_4" 3 X 5 F.G. 5' 4'-4" I SHWR FRAME WALL WITH 14:1 R/S R/S f' R-11INSULATION e=----- --- (AT GARAGE) PROVIDE PLATFORM C2 CWH. H1 z 3o in (D 0 FOR HVAC UNIT VERIFY SIZE WITH "---------------, ATTIC ACCESS LO N w MFGR LOCATE IN FIELD ' 22" X 36" MIN BREAK IN CLG. LINE @ " - - - kr ..., -----------------�Q��Q 2868 NOTE: BUILDER TO PRO �t) APPLIANCE PROTECTION F BW2 REQUIRED BY MUNICIPA ITY. 4'-8" 2'-0" 7'-8" cQ CD 5'-10" V7 � ci 00 FOYER DINING141 N 8' CELIING 8' CELIING LAUNDRY c rI 8' CELIING CAMS03 41 1 w DRYER VENT S 1 THRU ROOF A i i x MAX LGT 35' 3068 D - - - J--Bj. - EGRESS LEW LF DEN / STUDY ,z 8' CELIING ai - ENTRY A 35 SH o 8' CELIING 4 BM3 4)HANSON BOX cY> 00 - --------®- ---- - io N `�_/ 036"AFT o M 12" SQUARE `r COLUMN CD21 �r S 2 in EGRESS 4'-0" 2'-0" [1'-0 811'4" 35 SH BM1 TYP. @ ENTRY SEE DET. MS03 ON SHEET S-1. FOR ELEV. "A" ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED @ 8" O.C. (HTT4 NOT REQUIRED) 3'-8" 8'-0" 6'-0" 13'-0" 11'-8" 19'-0" 50'-0" 2-CAR GARAGE N 8' CELIING <N "------------------------------------------ --- r i MS12 S-2 H ' 16X7 OVERHEAD 16'-0" 19%4" FLOOR PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS S-2 S N M COMP. UNIT BIBB OP s 60 N M rn 0 C� 00 0) 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 © +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES 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 vti gip®, 1. R302.6 (table 302.6) If water based ceiling texture material is used, Provide 1/2" gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" O.C. Framing. Note 1/2" sag -resistant gypsum board may be used I.L.O. C 5/8" gypsum board. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). a cu 2. R302.5.2 Duct Penetration. Ducts in the garage and �2 ducts penetrating the walls or ceilings separating the U_ dwellingfrom the garage shall be constructed of a min- imum No. 26 gage (0.48 mm) sheet steel, 1 inch min- imum rigid nonmetallic class 0 or class 1 duct board, or other approved material and shall not have openings into the garage. 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. - m o 05 o N Ln 4. R302.7 Enclosed space under stairs that is accessed by 2 u ag lu Lo 00 00 Lo a door or access panel shall have walls, under -stair o 8 v g surface and any soffits protected on the enclosed side ¢ V u a D w o with 1/2" gypsum board. h 1,� c w Lu D dw w z NJe �8m � G)yMoo w a v 5. Outdoor swimming pools shalt be provided with a barrier g � � � � Gl a .. d - complying with R4501.17.1.1 through R4501.17.1.14. o o o W m �tE 13 m 6. Bathroom exhaust fans must vent to the exterior of �'� 2 a, q Z cc o the building, exhaust to attic space and soffits is not 02 o� o „ O acceptable. Ventilation shall be permitted to exit through H � W 00 °' m -' P P g w C=_F W the soffit if solid soffit is installed 5'-0" on each side of a m N m .E d a m o J the venting. y E 3,LL 19 o m L .9B 2 a 7. R302.6 The garage shall be separated from the � . g g W 0 J M residence and it's attic as required by Table R302.6. .N WWW.FDSENG.COM ❑ ❑ ❑ From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. CD U')Garage beneath rooms shall be separated from all Z habitable rooms above by not less than 5/8 inch - O 0 (15.9mm) type X gypsum board or equivalent. Where z N N the separation is a floor ceiling assembly, the Q structure supporting the separation shall also protected by not less than 1/2 inch (12,7mm) gypsum board or equivalent. t %� z M u, M 8. R312.2.1 Window sills In dwelling units, where the top y/1 0 of the sill of an operable window opening is located less 2 -, LL j than 24 inches above the finished floor and greater than w 72 inches above the finished grade or other surface 01 below on the exterior of the building, the operable window - a yrsa shall comply with one of the following [3 listed methods). 0 w c 9. R308.4.2 All windows within 2'-0" of doors and in coma m shower or tub areas will be safety tempered glass. U J N E 000 e t - -5 10. EC: R402.2.4 Access doors from conditionedspaces o ;;; w; oo � N.; unconditioned spaces (e.g., attics and crawl spaces) h,, ` = co � w shall be weatherstripped and insulated to a level00=� U 't equivalent to the insulation on the surrounding 0 1� surfaces. Q N ono Qom 11. M1502.4.5 Duct length A DA MS HOMES The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 12. Porch Ceilings: (See plan for the following options) 3000 GULFBREEZE PARKWAY Option 1. Gypsum: GULFBREEZE, FLORIDA 32563 1h" exterior gypsum soffit board shall be attached to all framing members with 2x blocking provided at perimeter. DIVISION LOCATION: The gypsum board shall be attached w/ Type "W" 1 /4" drywall screws at 8" O.C. in filed and edges. PORT ST. LUCI E Option 2. Plaster Base: 7/16" OSB on underside of roof trusses shall beV Job Information: attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d Uj 13 nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. AREA CALCULATIONS 1st FLOOR 1918 S.F. TOTAL LIVING (AC) 1918 S.F. GARAGE 414 S.F. COVERED ENTRY (BASE) 24 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2556 S.F. N O O ca ca m z O �0) J N 0) W M � +' u7 ca N :3 tD M J 0 W a J m U) U) Model Name / Number: 1930 VI Plan Issue Date: Friday, June 04, 2021 KA PROJECT NUMBER: 211364 Sheet: 2 Of: FLOOR PLAN BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT' MARK SPACING SPECIES CAP.(plf) TOP BOTTOM NO BW1 1 16" (2)16d TOENAILS (2) 16d TOENAILS SPF UPLIFT SP2 W/ (6)-10d SP1 W/ (6}10d BW2 16" STUD, (6) 1.Od PLATE STUD, (4) 10d PLATE SPF 402 BW3 I 16„ (2) SP2 W/ (6) loci (2) SP1 W/ (6)10d SPF 803 STUD (6)16d PATE STUD, 4 10d PLATE NO 13W4 16" (2) 16d TOENAILS 12)16d TOENAILS SYP UPLIFT 6W5 SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD, 6 10d PLATE STUD 4 10d PATE SYP 439 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW6 16•, STUD 6 10d PATE STUD, 4 10d PATE SYP 878 NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF U PLI Fi BW8 SP2 W/ (6)-10d SP1 W/ (6f10d 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 PATE STUD, (4)10d PATE SPF 1070 BW10 12" (2) 16d TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/ (6)-10d SP1. W/ (6)-1 Od 12" STUD, (6) 10d PATE STUD, (4) 10d PLATE SYP 585 BW12 12" STUD, (6) 10d PLATE STUD, (4) 10d PATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL 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 WFO9/83 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG 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 PAN / TALLER THEN W-O" SCHEDULE ABOVE F.F. SEE FOUNDATION PAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.TA- W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN, REQUIRES MIN ALT.; SIMPSON 1/2" TITEN HHID @ 32" O.C. 7/16" OSB PLYW'D W/8d NAILS AT 4"o SEE G NERALBEDMENT NOTE #8 BRIG.N WALL DETAIL FIELD AND EDGE• GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF 92 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 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/S3.10R 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. NAILS AT 4" O.C. IN FIELD AND EDGE TO 1 SIDE OF WALL 7/16" OSB PLYWOOD W/ Sd { ) 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE DW1, BW4, BW7, DW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND U0 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. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PATE 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 D7r2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 OR (4) -16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 C5 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 NAI LS U = 2320 FEB 3.5 x 3,5 P.L. 1.8E Fb=2400 PSI HDU5•SDS2.5 W/ (14) 1/4" x 2 1/2' SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SD92.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU8-SD52.5 W/ (20) 1/4" x 2 1/2" SIDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 RL, 1.8E Fb-2400 PSI HDUB SDS2.5 W/ (20)1/4" x 21/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SD52.5 W/ (20) 1/4" X C12 1.8E Fb-2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1- SEE FLOOR PAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PAN. 3, NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT; 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF LC] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 IA" 0.131" X 21h' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131' X 3" SEE PAN BLOCKING & TOE 0.148" X 3 VV 0.131 " X 31A' NAILS & TOP PATE 12d 0-148' X 3 1/4' 0.131" X 3 IA' 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3' 8- O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.162" X 31h" 0,131" X 3'A" (2) 160(COMMON) SEE PAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 02 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 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 PATE. 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 PAN. (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 PAN. (2) - 1 3/4" x 11 114" LVL CONNECTION: PROVIDE (2) 2.0E Fb=26DO PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 CMU OR (2) SCREWS 0 16" O.C. TYP. COL U.N.O. ON ROOF PLAN, EACH SIDE. (2) -13/4" x 11 7/8" LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2} M5 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. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PAN. (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 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. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PAN 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 ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS OH1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE 45 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H3 2 () -2X1 0 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H4 O ( 2 - 2X12 #2 SYP SEE GENERAL HEADER E NOTE #5 W/ 1/2" FLITCHPLATE THIS SHEET H5 (3) -1 3/4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X 3 11Z LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) -1 3/4" X 91A ATTACH TOGETHER WI (3) ROWS 114" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" 0,C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - 3'-11" (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 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) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. Y NI MASTER BA. OPTIONS 3040 (1) PC. FIBERGLASS SHOWER IN LIEU OF LINEN CLOSET W/ (1) L.E.D. DISC LT. OPTIONAL BATH SCALE: 1/4" = 1'-0" 4 00 I, - CA 4'-8" 12'-8" OD DBL 25 SH EGRESS HOSE BIBS 1 15'-2" 17I to, BEDROOM 2 00 8' CELIING i NEW= (n I Q U) LU BEDROOM 3 N w 8' CELIING ' , 5'-2" 5'-4" ' 2668 d R/S N- - - - - - - - - - , i MS03 S-1 O ei - BEDROOM 4 8' CELIING 50'-0" 9'-9" 9'-91, 6" 6" - - -- - - - - - - - -- - - - - - - - - - - - COVERED PATIO i SEE SHT (P) FOR COVERED PATIO INFO 20'O"x10'O" 5'-0" 17'-0" aA ITFo rNl. A" DBL 25 SH DBL 25 SH 2868 14'-0" �I OWNER'S SUITE LIVING 8'CELIING 4 VAULTED CELIING 4'-6" o N i o 00 sot 2668 04 goS-2 DOOR, PER „ ACCESSIBILITY CODE 6WALL ,.. 2868 i, Mo =0 0. ' e 36 FLAT BAR O � HALF WALL � TOP ON 34%" W/ CAP LO a I x ' WALL 4'-6-' 4' 11" 5'-2" 2'-6" 2'-11" 2,-8" 1'.6" ' 2'-5" 1' 11" 5'-4" 2'-0" 2' 4" N ' M ' OWNER S INTER IOR RIDGE zi---------------`--------------- _ _ -- 'NI.C. BAT � (2)26 2SNSMPSON I _b Q 6,6 ING ( o6q' 0 LSTA 1, EAC SIDE I I z� .�.`. . I io I rn W.I.C. W.I.C. \ I 18' CELIING 8' CE ZING m /� KITCHEN N " I 3 X 5 I ,'' ' O VAULT CELIING 4 2 4' 4- F.G. 5' 4'�' I - FRAME WALL WITH H1 - - R/S SHWR - - - - R/S R-11 INSULATION a : - - - - - _ _ _ .... COMP. UNIT ' (AT GARAGE) ' H1 z PROVIDE PLATFORM C2 ' 00 o FOR HVAC UNIT "---------------, W H N W 0 VERIFY SIZE WITH ' 00 , ATTIC ACCESS iA ; tO N CL LU MFGR LOCATE IN FIELD ~ `--22" X36" MIN---- ; BREAK IN CLG. LINE :�P�zllr 2868 ;. NOTE: BUILDER TO PROV DE ��7 BW2 REQUAPPLIRED ED B NCE PROTECTION PA TY. 4'-B" 2'-0" 7'-8" M I5'-10" e co _ ''n N .-1 0' FOYER DINING N 8' CELIING 8' CELIING M LAUNDRY Q 8' CELIING w DRYER VENT z Y THRU ROOF MAX LIST 35' A 9'-8" 3068 D kT EGRESS N o ENTRY 8' CELIING BM3 4 \ m 00 12" SQUARE -� COLUMN EGRESS 2'-0" 35 SH (A)FOR BM1 TYP. @ENTRY ELEV. 11'-8" 35 SH aQ ��� C& 36" A BOX 0 FF D21 S-2 SEE DET. MS03 ON SHEET S-1. 1 ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED @ 8" O.C. (HTT4 NOT REQUIRED) 13'-0" 19'-0" 50'.0" 18'-0" 2-CAR GARAGE 8' CELIING N ------------------------------------------- ----, S-1 , MS12 ' , ' S-2 ' H , , , 16X7 OVERHEAD FLOOR PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS HOSE BIBB 00 N 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9© +27.6 / -37.0 +26.5 / -28.8 ( U ) +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES 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 o N 1. R302.6 (table 302.6) If water based ceiling texture material is used, Provide 1/1" gypsum board for 16" O.C. Framing, or 5/8' gypsum board for 24" O.C. Framing. M Note 1/2" sag -resistant gypsum board may be used I.L.O. 2 5/8" gypsum board. 5/8" type "X" gypsum board must be I installed on garage ceiling beneath habitable room(s). 2. R302.5.2 Duct Penetration. Ducts in the garage and N ducts penetrating the walls or ceilings separating the ►- dwelling from the garage shall be constructed of a min- imum No. 26 gage (0.48 mm) sheet steel, 1 inch min- imum rigid nonmetallic class 0 or class 1 duct board, or other approved material and shall not have openings Into the garage. 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. „ N N 4. R302.7 Enclosed space under stairs that is accessed by g Wag 2 � 0000 i?' a door or access panel shall have walls, under -stair "€ h c H xk � Yt surface and any soffits protected on the enclosed side 3 M I S 4 m,o with 1/2" gypsum board. ji.- N o = u z W ,e C,4 c W a 5. Outdoor swimming pools shall be provided with a barrier 8 s q1 complying with R4501.17.1.1 through R4501.17.1.14.LL 13e,d� _ W V - .m'S 6. Bathroom exhaust fans must vent to the exterior of H � g ,� �� � .� -g � a z o Y the building, exhaust to attic space and soffits is not ; a o 3 0 0 -' o � � s o acceptable.� m Ventilation shall � W s al be permitted �+ o: J to exit through � P g "� •- J w rs_ m m c�i o 111 N the soffit if solid soffit is installed 5'-0" on each side of a g m N d a d the venting. 15 2 $ LL 28LD� a o M 7. R302.6 The garage shall be separated from the m 0 � residence and it's attic as required by Table R302.6. e� wWw.FDseNe.coM ❑ El ElFrom the residence and attics by not less than 1/2-inch (12,7mm) gypsum board applied to the garage side. CD n Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch z o (15,9mm) type X gypsum board or equivalent. Where z N the separation is a floor -ceiling assembly, the Q 0) N structure supporting the separation shall also J 5 protected by not less than 1/2 Inch (12.7mm) a. `n gypsum board or equivalent. `-I Z 04 N 8. R312.2.1 Window sills In dwelling units, where the top V) (D M of the sill of an operable window opening is located less Q) �; Ed than 24 inches above the finished floor and greater than I"' w -C 72 fnches above the finished grade or other surface below on the exterior of the building, the operable window U - shall comply with one of the following [3 listed methods]. w 2 c 9. R308.4.2 All windows within 2'-0" of doors and in as M shower or tub areas will be safety tempered glass. W r o o f ao 10. EC: R402.2.4 Access doors from conditioned spaces to m; '_ 00 " unconditioned spaces (e.g., attics and crawl spaces) = }iz',` x o U)shall be weatherstripped and Insulated to a level I U o (D equivalent to the insulation on the surrounding IX : surfaces. Q N 6 no I. The maxim Duct length E)AMS HOMES The maximum allowable exhaust duct length shall be -� - determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 12. Porch Ceilings: (See plan for the following options) 3000 GULFBREEZE PARKWAY Option 1.Gypsum: 1hGULFBREEZE," exterior gypsum soffit board shall be attached to all FLORIDA 32563 framing members with 2x blocking provided at perimeter. DIVISION LOCATION: The gypsum board shall be attached w/ Type "W" 1 /4" drywall screws at 8" O.C. in filed and edges. PORT ST. LUCI E Option 2. Plaster Base: 7/16" OSB on underside of roof trusses shall be Job Information: attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. i O 0 A N m O z N 0) 0) J ( W (n41 _j L) M 0 to IVI Model Name / Number: AREA CALCULATIONS 1st FLOOR 1918 S.F. TOTAL LIVING (AC) 1918 S.F. GARAGE 414 S.F. COVERED ENTRY (BASE) 24 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2556 S.F. Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1364 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO, OPTION. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. „ 8" „ GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. OPTIONAL CURB FOR VARIES F. F. LAPPED MIN. 6" AND SEALED. GRADE SEE PLAN MASONRY @ ELEV. 0' 0" ; - - - ;— - • 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS W/ (1) - #5 BAR CONT. OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF S INSTRUCTIONS AND NER-284 r / -'— FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR * = Z , i . _ { / BARRIER & TREATED FOR TERMITES. o g r Il 04 - 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONC- FROM FTR. TO 04 N • • REINF. ON W/ (3) - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC SEE PLAN DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" I. (2) #5 (2) # 5 REBAR 4 CONSULT W/ MANUF SPECIFICATIONS PRIOR TO POURING OR REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN F F �4#5REBAR (1) CONT. BEARING 16" RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 1/2" = 1'-0" FM02 SECTION @ GARAGE 1/2" = 1' O" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED REFERENCE FMASW FOR STEM WALL OPTION DOWN. G,C, TO DETERMINE STEP LOCATIONS IF REQUIRED, REINF. SEE PLAN — $ ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE F.F. SECTIONS R403.1,4,1 THROUGH R403.1.4.2. * MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT 00 ;, j THROUGH SLAB c 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY o ' N E `` 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: N �_ • 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION (3) # 5 REBAR REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR 20" EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM . 1557 ( MODIFIED PROCTOR ) IN FM03 I THICKENED EDGE I�MU$ I Z-SIL) RY F1'G. 1/2" = 1-0 EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (*) SLOPE MAY VARY 24" MAXIMUM DEPTH2x BRG, WALL. BEARING CAPACITY OF 2000PSF. IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND— F.O.M. EACH END, TYP. GAR. FIN. FLR. - _ _ cq x I 4" 16" 4ALIGNDRIVE W/ BOTTOM OF7/7 9 (2) #5 REBAR RECESS & PITCH DRIVE 04 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. 2 STORY: 20" X JOINTS 10" O.C. TYP. 16 (2) #5 REBAR W/ 3 - #5 CONT.. FM09 I SECTION @ GAR. DOOR 1/ ° =1' o" FM10 INTERIOR BRG WALL 2x BRG. WALL 2 STORY: 20' X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) zjzttI, 1,4 j N 4" 16" 4" 245 REBAR MAL STEP DOWN BRG. SE 1/2" =1.'-0" 1 FM12 I STEP DOWN NON BRG. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. ibs F1.0 V-0" X CONT, 1'-0" 2 #5 E.W. BOT. 2000 52,p 2'-0" X 2'-0" 1'-0. 3 #5 E.W. BOT. 7200 F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-O" X 3'-0" 1'-0" 4 #5 E.W. BOT. 1560D 1/2" - 1'-0" r3.5 3'-6" X 3,-6" 1'-0" 4 05 E.W. BOT. 21500 F4.0 4'-0" X W-0" 1'-0" 5 95 E.W. BOT. Y8000 Fh.5 4'-6" X 4'-6" 1'4" 5 45 E.W. BOT. 34500 F5A 5'-0" X 5'-0" V-4" 6 #5 E.W. BOT. 42500 56.0 6'-0" X 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 1/2" = 1'-O' LEGEND 0 INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" 0 N TYP. SEC. ELEV. 0'-0" WITH CURB (1) #5 BAR CONT. � (G.C. VERIFY) 00 00 F.F. REINF. • (SEE PLAN) a 2 45 CONT. INSTALL LINING----- * LU ci 2 #5 BENT BARS W/ MATERIALS PER MIN. 25" LAP SPLICE FBC-RP2709.2'1 I MUDDED FLR. ,�--- �+ SLOPED TO DRAIN #5 CONT. MIN. FM14 SECTION @ RECESS SHOWER 1/2" = 1'-o,,FM18 TYP. STEP FTG. DETAIL 1/2" =1'-O" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN F CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE ND. FOR MIN. BAR LAP OF 25" QUANTITY 45 X 25" X 25" o CORNER BAR ONE N FOR EA. HORIZ. w REBAR, TYP. U.N.O. ' (2) #5 REBAR 16„ A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) #5 CONT. FM19 TYP CORNER BAR DETAIL 1-1/2" = 1'-0" FM23 TYP FND PENETRATION 1/2" = 1' 1c, STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12"' 1 32' 32" W/ (4) #5 BARS 845# 4'-0" >4' 0" 5' 4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.G. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (D.C.) W.W.M, TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ, CONT, TIED' EA. VERTICAL REINF. BAR- #4 TURN BAR @ STEM WALLS GREATER THAN 4'-O" (1) #5 HORIZ. CONT. TIED' EA. VERTICAL REINF. B FIN GRADE- 8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILLjf IN MAX 12" LIFrS --� STRIP FrG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) W V' y o u s 1 $ " Z � a s° "MIN. COVER d FMASW I STEM WALL SCHEDULE 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 WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND VERT. 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 #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK " FILLING IS TAKING PLACE -16" 5.45 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" V C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h TALL (TYPICAL ALL CORNERS) 1C. 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS -SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. 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 [ f*w4,11 FOUNDATION PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS t ggp _ W co �r 0 �ST ���pp ti a �c (1iO od °I I.L i ii i E w " LL 3e,-, 0(3-0- m v 'a a d a cn aw`� g�, 41 2 13 a A j q ° l'� x 3 Z x 0 3 O 'fig m�-5, ,j-a9 �o 0 0) m ( Mat) -� O 0 m cc � O 11Lp 5G 8 z CV CJ LL o 6 inIQ- J a I- En O W NANW.WSENG.CON ❑ ❑ ❑ 0 z g— 0 z 0 .o Z N Q Wa y — L0 Z r` N U) - lJ7 m w LY 0 wTru j U — � E LU ca C CD n '�iF��`x'��"+ O Iti N U v' 0 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: r 0 O 0 7. N m z 2) CV In W J � * N O�0 Cp M tQ Q J !- U m 0 J ED-n M o J m Ui U) r o. VI Model Name / Number: 1930 Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1364 Sheet: 3 Of: FOUNDATION PLAN TO SEV 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 = 1918 x 3 = 5754 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. = 34,304 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,304 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" (.40 x 24,304) = 9,722 + 100% OF "B = (20,000) = 20,000 TOTAL WATTAGE = 39,722 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 LOCATION OF BARR'.:ER TO BE 1'40" IN FRONT OF MECH. OR APP. WHEN REQUIRED MIN. 2-12' CIA, SCH. 40 STEEL PIPE GALVANIZED. WATER HEATER PROTECTION MIN. 4" DIA. SCH. 40 STEEL PIPE FILLED W! CONCRETE FOR OAS A (4) %" x 4'ai"WEDGE A CHOR BOLTS W/ WATER HEATER PROTECTION MIN.. MAX. 3' EMBEDMENT TOP OF SLAB h Z ~�-�# Y •.• STTEELBASE PLATE _� e ��'j-14" MIN. DIAMETER $F_CTI{IN A -A CONCRETE FOOTING FM24 I PROTECTION BARRIER N.T.S. ASSUMED EDGE OF WALL Q M 2x6 WALL (FLOOR TO CEILING) 2'-8- USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER I N.T.S. 3" VTR PLUMBING RISER N.T.S. IB BIBB INSTALL FAN BOX PREWIRE\ INSTALL FAN��, BOX PREWIRE j� INSTALL FAN UU BOX PREWIRE C] ` INSTALL FAN I BOX PREWIRE 220 WP i SEE SHT (P) FOR COVERED PATIO INFO W/ COVERED PORCH OPT. ADD CLG. LIGHT LOCATION CENTER OF PORCH AREA AND BRACE FOR POSSIBLE FAN PRE -WIRE - - '-0 INSTALL FAN ,..,_BOX PREWIRE 220Ill -------- l J LJ GFI @42""---------------, 220 W.H. ATTIC ACCESS LOCATE IN FIELD L---22"X36"MIN---- � ` x WP (j,J) GFI ` \ ATTIC ELECTRIC \ IF REQ'D BY CODE J ¢ w w2 a w w �F42" \ ♦ w w GFI FOR GARAGE DOOR OPENER ------------------------------------------------ NOTE: LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SERVICE 1 DOOR IS PROVIDED A DISCONNECT SHALL ' BE ADDED AT METER LOCATION. HOSE BIBB 1 I COACH LIGHT COACH LIGHT ' '� _ - 'COACH LIGHT ELECTICIAL PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 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 R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. 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 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH �J SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %/� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING -{- CEILING MOUNTED FIXTURE n U nTRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX o CEILING FAN OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET W GROUND FAULT INTERRUPT 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET a— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLLT SP PREWIRE SPEAKER 0 RECESSED LIGHTING - J JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT AM BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMN. 200 = 2/0 COPPER OR 4/0 ALU MN. \ I IN 2" CONDUIT METER UNDERGROUND SERVICE BY—� POWER COMPANY INTERSYSTEM BONDING TERMINATION MAIN DISCONNECT 150 OR 200 AMP A/C DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # B COPPER TO RANGE # B TO HVAC `#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. B' 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. N 0 N 00 vi M A co H m C�q tD v O CN to CO LO C ._ 'a deft 00 r � n LL. LL LJL p W LLI d „W LL� NA Vj ° 3 N O g813 �� a 0 1-- m « z; W 10 ODy ,-, is w J J m m �a _ U0 Q Q a yam■ 2 Ln 0 Q = U I°- « WWW.FDSENG.COM ❑ ❑ ❑ z — 0 0 z o � � J C4 to Z r" N � UI m cn � IJJ L 4 - w C tom!? ,— 9 M U �N E � c L? �Q 2 p � jj U cn 0 Q N O 01cDAMS HOMES "Y —........,. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 O N m z O �0) N W J ,. N V7 Z m H i �..� a° :3 Q J O J W m c0 0 Model Name / Number: 1930 Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1364 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 1.44 = net scl inches of venting; needed equally for intake and exhaust 0 60 F ILOCK Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If _ Off ridge vent provides 138.00 net sq in / sf _ _ Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2556 s.f. _ Total needed for exhaust for upper 1/3 613 net sq inches _ Total needed for intake (soffit area, lower) 613 net sq inches Number of Off Ridge Vents for upper 1/3 needErd 4 _ L.F. of Ridge Vent needed (can be used in combo with ORV) 34 Lineal Feet of Soffit needed to meet required 112 _ Lineal Feet of Soffit provided by plan 169 FRONT ELEVATION " " SCALE: 1/4" =1'-O" ��giAB'�t9dli� N �` `J `• •r�� , 'tea � �.i' `-� c:: .,.�i � � �•� � 1 w 0 00 cc v6����Yr.Ga`�iG �•+ U T O N L L I- dydc (4 It O CN ED Ln m � ; w F• � 1-4 00 rl- 00 Ln 00 ti 03° Q Mto *k m V c m O �~ U O O1 LQ .a � J LL U- �� 0 ,z w LLJ Q_ ias�m ''p Ma 4 0 cp n- LLI a o w ZJ°�Qa Z O O W�,�',$ W�QI fC W��^,9- LU O J J 00 2- ILc m Q Q Q m " � to p LD v £ C c El ❑ ❑ F- 1^NJW.fDSENG.00A1 z O O z O O z a) N Q .. ret—ft) J U7 w v In M ~ J M U N E LLj ~ t 00 V U `n o c o0�s Q FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 CULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 1VI Job Information: 0 0 V) c� m U CV 0) LLJ J M Y (13 ai J M C ® o J Gi Z) Model Name / Number: 1930 ♦ Plan Issue Date: Thursday, February 18, 2021 ITT—KA PROJECT NUMBER: 21-1364 Sheet: 5 Of; ELEVATIONS - B LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 NOWSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) _ TYPICAL SHEARWALL SEGMEN I ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE 45 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB MS02 1 TYPICAL SHEAR WALL SECTION MS03 TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 46 REBAR CONT. SIMPSON SP4 W/(6) - 10d X 1 1/2 / SP6 OR SPS FOR 2x6 AND 2xh WALLS #5 REINF. BAR z� #5 STD. 90° HOOK SCALE:1 "=1'-O" * GRADE 40 U.N,0.1 /, TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. NTERIOR BEARING WALL I INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x 42 SYP/SPF P.T. W/ (3) 1/2' X 8" "T' BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/411 TAPCONS OR (8) 2 7/8" HILT) TIX-DNI NAILS N.T.S. 2x BASE PLATE SEE Pi AN FOR MORE INFO 20" MIN. LAP 13 OR #4 REINFORCING BAR #4 & #4 LAP SPLICE 25" MI �-#5 REINFORCING BAR #5 ASP 4PI ICE " MIN. LAP #6 REINFORCING BAR #6 LAP SPLICE .E N.T.S. I MS05 1 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S_ ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 234 " 12" O.C. 1 2 X6 1/4" X 234" 12" O.C. 2 2 x 8 1/4" X 234" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST LINTEL w ' ' a (2) 2X P.T. BUCKS W% 1/2" O.S_B. BETWEEN I i FASTEN PT 21XI NAILER TO MASONRY I � I I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2x BUCK DETAIL I N.T.S. I SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL - SEE LINTEL SHEET FOR SIZE OF LINTEL) PRECAST LINTEL - REG.OR RECESS TRANSOM OPENING .• FRAMEINFILL+ ��•� AROUND WINDOW BY BUILDER SEE WFO1 FOR MORE INFO i (2) 2X8 WOOD HEADER i TURNED SIDE WAY ; ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. USING (6) 3/16" DIA. X 1 3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/SOd STAGGERED @ 6" O.C. OPENING MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM SIMPSON SPTS TOP AND BOT. W/ 12 10d NAILS 2-2x4 SPF @ EACH STUD TOP PLATE - F.C. EACH SIDE SEE PLAN SIMPSON - I & 11 10d TO COLUTE MN 2x4SPF AT 16" O.C.:i]F n'i USP LSTA30 I SIMPSON A34 W/ (8)•Bd X 1 1/2 OF HEADER W/ 22/I0d NAILS NAILS @ TOP & BOTTOM L J • • SEE PLAN FOR HEADER 4x4 MIN. OR BUILT-UP Top OF COLUMN EA. TRANSOM III w/10d @ 8" O.C, NAILED REFERENCE DETAIL WF02 TF RADIUS I I I / OPENING REQUIRED 1 II SIMPSON MSTAM36 III MAY BE USED W/ (8) 1/4"X2 1/4" TITENS TRANSOM OPENING I I ( & 10-I0d NATLS. ARCHED OR FLAT I I I P,T, SILL PLATE W/ 2 x 4 SPF AT 2-2x4 SPF III W'x8" ANCHOR BOLT 16" O.C. SILL PLATE I I 1 @ 32" O.C. @ BASE PLATE I I DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM I I 2X8 P.T. W/'A"X3" l l I 1 1 SIMPSON A34 W/ (8) TAPCONS 'a) 6" O.C. III 6d X 1 112 NAILS IN MASONRY OR 10d NAILS a 6" O C. 7A)ND WOOD. PRECAST RECESS I TNT (FILLED) OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE SON SPt W/ NOTED. d NAILS @ BOT USP SPT24 W/ d NAILS @ SILL DOOR OPENING I WFOS I LINTELS AT ENTRY DOOR w/TRANSOM I N.T.S. I� LINTEL SCHEDULE LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM 1� 17'-4" 950 PLF 127 PLF 404 PLF 50 PLF 181 6" MINIMUM 2� 7'-61' 2661 PLF 1050 PLF 1634 PLF 351 PLF 8F16 -1B/1T 5'-10" 4360 PLF 855 PLF 2093 PLF 229 PLF 8F16 -1B/1T ® 7'-6" 2661 PLF 1782 PLF 1634 PLF 587 PLF 8F16 -1B/1T 4'-6" 6113 PLF 200 PLF 2724 PLF 105 PLF 8F16 -1B/1T ® 4'-4" RECESS 5206 PLF 850 PLF 2635 PLF 231 PLF 8F14 -1B/1T 7'-611 2661 PLF 850 PLF 1634 PLF 231 PLF 8F16 -1B/1T ® RECE55 5206 PLF 850 PLF 2525 PLF 231 PLF 8F14 -113/1T 3'-6" 5163 PLF 200 PLF 3547 PLF 105 PLF 8F16 -0B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE DDt)nl 1('`TC N O ALL ELEVATIONS 5 REBAR AT TOP MIN. (Il ReQ'P 1-'1" GEAR • c.�1.11 _,I V -1 "� 4 • i GQUJT z r ..O• , 5 REEdR At 907TOM O O OF LIN1E4 CAV'Y SOTTCr RSNFORGING '3/a"ACt14L PROVID6P IN -N (VARIES) 6•' NOMINAL IJI�`1- TYPE D;=6IGNAT[0N _ . =I_ED L -1- GQOJT I I . JNFILLED QLANTITY OF •o R REBAA7 - -Tor OF f-INT�i CAR A 81=1r0-15/it NO`rINA4 WILT" J I OUAN"T-0='B NOMINAL -1=raNr_JI R1513AQ A- -a- MATERIALS :1 f'c precast lintels =: 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3, fc grout- 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM 090 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided In precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A615 GR40 or GR80. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints, 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawing_. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. �. All lintels meet or exceed L,1360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6 Bottom field added rebar to be located at the bottom of the lintel cavity. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. ti. Cast in -place concrete may be provided in composite lintel in lieu of concrete masonry units, 9. Safe load ratings oased on rational design analysis per ACI 318 and ACI 530 10.1-intel 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. SAFE LOAD TABLE NOTES I All vRlues based cn minimum 4" bearing. Exception: Sate loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. N.R. = Not Rated 3 Safe loads are total superimposed allowable load on the section specified. .I. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral cad capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 47 rebar may be substituted for two 45 rebars in 8" lintels only. 7, The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support, 8• For composite lintel heights not shown, use safe load from next lower height. 9, All safe loads in units of pounds per linear foot. 181 PRECAST "U" LINTEL w/ 3000PSI CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n n n /HOOK 0" �STD.90 HOOK ANCHORS i� iI �� _._ .. l Z W . � X STD. 90 DEGREE REBAR ON BOTH SIDES ANGLE 3000 P.S.I. OF OPENING U.N.O. CONIC. W/1 #5 DIA. lo REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (It) #5 BAR FOR ALL WINDOW OPENINGS W-6" AND LARGE 8"x8"x16" I CMU U.N.O. r L ( IL Ir L I l -SEE FOUNDATION PLAN L SEE FOUNDATION FOR LOCATIONS PLAN MS01 I BLOCK WALL REINFORCEMENT N.T.S. TYP. BOND BEAM T"x8"x16"K.O. _INTEL BLOCK 9LL W13000 P.S.I. CONC. W/1 #5 DIA, REBAR NDICATES FILLED ,ELL FROM FTG. TO 3EAM WITH 1 #5 3AR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) 11, I r ; 00 of ILL. dd13i>w >, t0 II � l H yyc_ N fD V CD LLM0 O ov W N C YV W W SUS Ecaa,� Lo .-I QN� Goo �rn 4k 4kk J J J W LL W 0 QLo E N CO8 ca , c Z wNyym V � w a' w 3 O.51`- 4)W Q •� a-22.. rn C 4,�00 "D I4 N M .� m J m t( d o Pse3 vU 2 U N F C! o 7 a �v�=w Ili m O J rn o£ 3 ao WWW.FDSENG.COM El ❑ ❑ z Z — c+7 O 0 Z Z a O 10 N U) Qj U) a. c-i Z r i t.r? UI m 1 LL -, c,) o � .+ w V? 0_- • Z) C: J m U — N E '. w DE 2_00 o00 Y i o^ai U u' 0 Q N o 1QD Q m I#\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: ry 0 0 (0 m �_ LO J d � (0 t� ■ ■ ■ d ■ '- J 4-� 0 W 0 ♦ Model Name / Number: 1930 ♦ Plan Issue Date: Thursday, February 18, 2021 ♦ KA PROJECT NUMBER: 21-1364 Sheet: S in Of: LINTEL PLAN THE HEIGHT OF THE CHIMNEY SHOULD EXTEND Z ABOVE THE 2x6 #2 SYP P.T. O SIMPSON HETA 16 POINT WHERE THE CHIMNEY IS 10' FROM THE NEAREST W/ (2) YVx5" EACH END - SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. ° BUILDING SURFACE. CUSTOM GALV CAP O SEE PLAN FOR BEAM SIMPSON LSTA24 W/ WITH SPARK ARRESTOR (12)1od NAILS ° VERIFY STYLE OVERHEAD SECTIONAL W/ BUILDER DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT .��� ° Ho METAL FIRE STOP WASHER. MIN. 6 PER� �W/ TRACK TO JAMB. ,+�° ' • ' •., n..,'• SEE DETAIL WF02 �•. '' `''' I + ON SHEET S-3 DOUBLE 2x PIPE STABILIZER '� �� FOR ARCH FRAMING TOP PLATE WHEN REQUIRED (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" "J" BOLTS WASHERS SET FILLED CELL W/ #5 TYP. FILLED CELL ° SIMPSON A34 W/ MIN. 5 PER JAMB. VERTICAL ;�(8) 8d NAILS 2X4 #2 SPF STUDS @ 16" O.C. w/ SIMPSON ' .117 SP1 @ TOP AND SIMPSON SP2 @ BOTTOMZ SECTIONAL �' o 2 X 6 CRICKET W/ EXTERIOR SHEATHING ATTACHED SEE PLAN PER NAILING SCHEDULE SEE O OVERHEAD (3) SPF #2 FOR INFO. ELEVATION FOR FINISH DOOR STUDS W/ ° CONT. 0 P.T. #2@ 16d NAILS ° W®OD SYP 2 X 6" 0 /-TRIM •. �• ••: s" O.C.° ° SIMPSON LSTA24 W/ (18) 10d NAILS PROVIDE 2x BLOCKING @ PERP WALL IF NOT ALIGNED w/ TRUSSES 2"x6" P.T. WOOD JAMB • •; . :•1i • :;, . ' • • �; "• . -'; - W/ (2)12d TOENAILS �� ,, ! • ,, . 16d NAILS —► CIA ' CX 2x BASE PLATE w/ (2) 12d DOOR AND CONNECTION PER ° ;; - STAGGERED ° SIMPSON LTT208 NAILS TO TRUSS BELOW GARAGE DOOR MANUFACTURER - GARAGE SLAB W/ 10-16d NAILS @ 8" O.C. TYP. GARAGE DOOR — & (1) 1/2" X 12" 'A' �y � 'A' WEDGE ANCHOR TRACK MOUNTING DETAIL t SIMPSON MTS12 o A A LL W/ 14-10d @ EA ao TRUSS W CHIMNEY PIPE MIN. NOTE: DETAIL CD22 / 8-2 MAY BE SUBSITUTED FOR THIS D 2" TO TRUSSES DETAIL - UNLESS NOTED OTHERWISE F CH01 TYPICAL CHIMNEY FRAME DETAIL 3/4"=1'-0" MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 16 ENTRY HEADER DETAIL N.T.S. N co 0 0 yWy �,/pCN co W N d=Wu F In co r a �Qc I,10 (n W IA. IJi y O.o.^z° W d���d ip�oo w a Q'�o� a Y INSULATION PER FBC AND ENERGY Q c °1vVa LLI LL w ° 0 a w `n FORM SUBMITTED IDEH PERMIT ; APPLICATION PROVIDE BAFFLES H 6 Z s- te a o � � � a� � � 3 a AT EAVES (FOR. VENTED ATTICS) 12 W��rn Uling� O 00 �_ °° a Win 12 SEE ENERGY FORM CALCULATIONS FIBERGLASS SHINGLES OR „� m N N M E Q d c REQUIREMENTS SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT o ci J o 2 8 ° SEE PLAN 2; PROVFOR IDE BAFFLLES AT EAVE PER FBCR 905.1.1 OVER APA 8 J FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- USSES @ 24" O'C' .3 v ° ❑ ❑ ❑ F 1O H WWW.F�SENG.COM 32 TILE ROOF (PER ELEVATION) [RSH] - ON FRAMING SHT. FOR OVER APPOVED UNDERLAYMENT I SHTG & FASTENERS. I `O PER FBCR 905.1.1 OVER APA PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- TRUSS ANCHOR SEE PLAN i ( ) n i - a � , SEE ROOF PLAN FOR - '' TRUSS CONNECTION ;; ' � ' ~ ' z z z o S [RSH] - CNV FRAMING SHT. F(N2 TRUSSES @ 24" O.C. SHTG &FASTENERS. ' — _ _ _ SEE PLAN FOR , _ ' ",, -'' --' INFO & LAYOUT DESIGN 4 _ ' N a z Q 1/2" DRYWALL co TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FELT PAPER OR TRUSS PLATE w ETAL DRIP EDGE SEE PLAN FOR — -14 TOP OF BEAM FACE — _ — _ — _ — _ 3/4" P.T. NAILER 2X SUBFASCLa (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR ; SEE ROOF PLAN FOR BEAM SIZE &" tt� m CU LL SOFFIT, SEE ARCH. 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA I CONNECTION INFO "' c 1--J ,,, -METAL DRIP EDGE 1/2" DRYWALL CURTAIN NAILER r 8 x 8 x 16 K.O.— 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. a CONNECT ALL 2x STUD ZX SUBFASCIA 1 x 4 P.T. @WINDOWS ��,' LINTEL BLOCK 1 x 8 P.T. @ S.G.b. n O.H. W/ (1) #5 DIA. REBAR & NAILED w 8d NAILS @ 6"`o KEEP IN 3/4" FOR SHEATHING / AND LA?H WITH FINISH O.C. Dnt-) �_ TO TOP PLATE WITH (4) h 9 16d TOENAILS SOFFIT. SEE ARCH. PLANS " SEE ELEV, 3000 PSI CONCRETE N PRECAST "U" LINTEL (TYP,) ALL SIDES / / (TYP.) FRAME FOR COR- y yl ° Oo Oy, 2 ti3 -I m _ 1/2" DRYWALL SEE SCHEDULE H Qo v° NERS FOR NON LOAD °° °° W 1,00 8 °O ' SEE PLAN FOR HEADER SIZE v i v• a BEARING SIDES NAILED HB&G COLUMN WRAP OR _ �� oo 6 " u -�/o. ` ° ° w/ 16d NAILS C� 8 O.C. , 2X4 #2 SYP P.T. FRAMING r` a �° W/ MIN 7/16" O.S.B. c ao 15/32" OSB EXPOSURE 1 ON �� .v O SHEATHING ATTACHED PER I NAILING SCHEDULE Q N o m �� o.H. EXT, WALL W/ ALL EDGES BLOCKED. „ 1/2 x 8 J-BOLTS y , MAXIMUM OF 3) 2X PLATES MAY BE ( SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. � 1 CENTERED EA. ( TYP.)4 COURSE HIGH A.F.F. ( ) y SEE FLOOR PLAN FOR � � w DAMS HOMES ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" SIDE w/2" WASHERS y CMU BASE FILLED w/ CONC COLUMN SIZE & BASE ; ; w PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON r FILL CELL -(1) #5 DIA, (TYP-) W/ (4) VERTICAL RENF w/ CONNECTION INFO. in' ' ' v� --W ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP Lu FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CONC. ALL LOCATIONS OF COLUMN PLAN A1-A1 SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY ALUM FRAMED WINDOW w/ SCREEN H SHOWN ON FOUNDATION i PLATE w/ 5/8" x 8" ANCHOR BOLT SET IN GULFBREEZE FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN N & FLOOR PLANS ; o SIMPSON HIGH STRENGTH DIVISION LOCATION: LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO u "' SIMPSON LSTA30 SEE FLOOR PLAN EPDXY 6" MIN. EMBED. OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. ' ' PORT ST. LUCI E STUDS ARE REQUIRED).�; 1 & TO FRAME BELOW ♦ Job Information: NOTE: 44 MAX. SILL HGT ON ALL BEDROOM WINDOWS. r ' ALUM FRAMED WINDOW W/ SCREEN CEMENTIIIOUS DECORATIVE FINISH 7/8" THICK PER ASTM H PRECAST CONC: SILL SQUARE CMU BLOCK BASE W/ C 926 98A WINDOW STOOL PER SPECS '" ' ' I , (4) #5 VERTICALS FILLED SOLID lx4 P.T. WRAP or STUCCO BAND cq u SEE ELEVATION FOR MORE INFO O >, 2X STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY ; co m 1/2° DRYWALL MORE INFORMATION). SEE TB13 FORM SUBMITTED WITH PERMIT ! APPLICATION 'J EXTERIOR FINISH - ' N ON SHEET 6 ' (SEE ELEVATIONS) a) to FOR NAILING INFORMATION FOR 0) SEE ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. BASE PLATE REQUIREMENTS 1 x 2 P.T FURRING FTG. DOWEL #5 DIA, REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" w � car) ++ w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACI 5'30) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 > 0 HD) w/2" WASHER AT 32" O.C. WOOD BASE Al I Al BUILT-UP CORNER MIN 3 2x4 w/10-10d TO COLUMN ( ) SEE FOUNDATION 00 cn WOOD BASE MIN. 6" FROM END -SEE W507 FOR TERMITE SHIELD ON FOUNDATION PLAN , POST i , OR 4x4 POST w/ 2x4 UNDER EACH PLAN FOR FTG T 1 CL .._ ¢ t SEE FOUNDATION PLAN F SEE FOUNDATION PLAN FOR END OF BEAM SIZES AND V FOR SLAB INFORMATION _TOP OF -SLAB _ _ � SLAB INFORMATION _ TOP OF SLAB �� NOTE: � � 2 X 4 P.T. PLATE "- LOCATION — O J Lu ZD ( o ~ IL BOTTOM STRAPS MUST BE % J m (n U) co ` �o \ INSTALLED ON INSIDE OF ♦ Model Name Number: GRADE GRADE .;'" COLUMN. DO NOT BEND --- � 1, ; / N STRAPS UNDER PLATE. ACE STRAPS IN Fl L PLACE L : ; , 1930 CCLEAN OMPACTED SEE PLAN FOR N I RE -BAR QUANTITIES '- CELLS w/#5 REBAR • •,- r P. 4 COURSE HI CMU BASE .�, ;' (TY ) 0 HIGH M E • ; . Plan Issue Date: FILL . ., „, .; -. '; • .` ` FILLED w/ CONC - SEE PLAN FOR Thursday, February 18, 2021 ,, � A . '•'° ` ' SIZE. TOP OF COLUMN BASE - , SEE FOUNDATION PLAN 16" SEE PLAN SEE FOUNDATION a' , ,' ` • ' 2'-0" AFF ' ♦ KA PROJECT NUMBER: FOR TG REQUIREMENTS PLAN . 211364 NOTE. DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE Sheet: =2WS02 Of: I TYPICAL WALL SECTION EXTERIOR FRAME 3/4'. = 1'-O" WS01 TYPICAL WALL SECTION - 8" CMU 3/4" = 1'-O" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. CD23 COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S. TYPICAL FRAMING DETAILS yWHI(=N REQ'D RECESSED PRU-CAST LINTEL SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. STRUCTURAL W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON SHEATHING TOF' TO ALLOW CONT. 2x4 BLKNG @ 161, O.C. NAILS(TYP) CLIP EACH TRUSS i CLIP EACH TRUSS AROUND CURVE. MIN. 2 TITEN (SEE ROOF PLAN ANCHORS TO 2x8 F•I F•I FOR TYPE) i (SEE ROOF PLAN FOR TYPE) � /�— SEE TRUSS PLAN FRAME OUT TO FOR CONNECTION BLOCK EDGE FRAME OUT TO I �— FRAME OUT TO LINTEL �° BLOCK EDGE ONLY • (SEE PLAN) �® ® ,,,-'—HEADER PER/ IF NEEDED. SEE PLAN EXTERIOR SHEATHING BLOCK EDGE e$ ® LOCATION I ATTACHED PER NAILING\� % 7/16" O.S.B. 2x8 W/ (3 ) 12d SCHEDULE TB13 ON , I EA. SIDE TOENAILS EACH END �® ®® SHEET 6 ' STUD ANCHORING: 7/16" OSB W/ 6d SEE PLAN FOR STUD TO TOP PLATE: 2X BLK'G. /16" OSB W/ 6d NAILS @ 16" O.C. BEAM SIZE R-19 INSULATION AT EXTERIOR SIMPSON SP4 NAILS @ 16" O.C. HEADER TO SIDE & TOP NAILER WOOD FRAME WALL PER FBC 2 X 4 #2 S 6 K -C. W/LL WITH TO O.S.B. (SEE PLAN) ® ® AND ENERGY FORM SUBMITTED ---WO INSULATION WALL EXTERIOR R-13 INSULATION AT EXTERIOR STUDS @ 16" O.C. W ' WOOD FRAME WALL PER FBC W/ 2 - 8d TO SIDE & TOP NAZI ER WOOD FRAME WALL PER FBC STRUCTURAL SHEATHING ON AND ENERGY FORM SUBMITTED 2x W/ (3) 12d WITH PERMIT APPLICATION � 2 X 4 SPF ' AND ENERGY FORM SUBMITTED BOTH SIDE FROM TOP OF WALL EA. END TOENAILS EACH WHEN EXTERIOR WALL IS WITH PERMIT APPLICATION WITH PERMIT APPLICATION ( AT 16" O.C. TO BOTTOM OF BEAM, ATTACHED 7/16" O.S.B. END TYP. EXPOSED TO INTERIOR SPACE) (WHEN EXTERIOR WALL IS 2x4 SPF CONTINUOUS (WHEN EXTERIOR WALL IS PER NAILING SCHEDULE. EDGE VIEW EA. SIDE 2 X 4 P.T. BLOCKING ATTACHLD ) EXPOSED TO INTERIOR SPACE) EXPOSED TO INTERIOR SPACE 2 X 4 SPF ' TO 7/16" OSB W/ (2) 8d 2x4 SPF CONTINUOUS AT 16" O.C. STUD TO BOT PLATE: NAILS. SEE DETAIL ABOVE 2X ELK G. TO O.S.B. BLOCKING ATTACHED EXTERIOR SHEATHING SIMPSON SP4 SEE PLAN FOR W/ 2 - 8d EA. END TO 7/16" OSB W/ (2) 8d ATTACHED PER NAILING ' BEAM SIZE NAILS. SEE DETAIL ABOVE SCHEDULE TB13 ON SHEET 7 AND 7.1 „ „ ; LINTEL ,• 1/2" X 8" BUILDER FRAME 2x BUCKS SEE MS_' 1 FOR MORE INFO EDGE VIEW 7' 0" MAX " " NOTE: HOLD FRAMING 1/2" ANCHOR BOLT FOR AS REQUIRED �'- - -' @ 32" O.C. u „ WINDOW OR DOOR OPN'G BUILDER FRAME BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH - RADIUS WINDOW OR DOOR OPN'G ' " WITH BLOCK FACE 8CMU WALL AS REQUIRED �-- --2x BUILD -OUT BEYOND [KFO-1 DETAIL @ ARCH WINDOW FRAMING N.r.s, EWF02 DETAIL @ARCH WINDOW FRAMING N.T. s. EWF.14 KNEEWALL @ENTRY FRONT WALL 1/2"=1'0" WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=170" [WF3T8KNEEWALL @ENTRY FRONT WALL N.T.S. PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEXII I IING 7/16" MIN. NAILED W/ 8d o til/N COMMONS @ 3" O.r @ STUD EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE BOTTOM OF FALSE BEAM NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR �� \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �� I \1 (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING �� I�` TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 `�\ * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. TOP PLATE TRANSITION PLAN FORSIBEAM SEE STRUCTURAL SHEATHING � � `� `� ,i-- SIMPSON HUC410 OR (2) Z , �� HU ?_ 0 ` = PIPE OR DUCT w/— OUBLE 12d 1"0 BUILT-UP COLUMN u , + +I g PENETRATION THRU TOP SPLICE ;J ' SUPPORT COLUMN BUILT-UP MIN. OL VARIF I I+ +I 3 2x4's OR 4x4 W 2 -lOd c=n TOP PLATE w/ MORE O / ( ) ROOF `?LOPE i O THAN 50% OF TOP 2 ROWS 12d i i ^ NAILS @ 8" O.C. EACH PLY 2X TOP PLATE TO I PLATE WIDTH INSTALL @ 3" O.C. (SHOWN AS 4 x 4) GABLE END W/ 16d > SIMPSON PSPN516Z ; - - (2) SIMPSON HETA20's WOOD WALL OR NAILS @ 6" O.C. a w/ (12) 16d NAILS TYP. �" TRUSS. SEE PLAN�--2X4 CONT. W/ (3) 12d I -� til/N a ALL: 2) M EA, TO COL, _ -I TOP & BOTT. ;'�- ' �'�., ALT: (2) MSTAM36 STRAPS COMMON NAILS EACH - - _ / ( ) + +1 - - - TYPICAL BLOCK CENTERED w 13 -lOd NAILS STUD TYP. T&B BOTTOM SPLICE + +I NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS WALL ��„ �, Ea TO COL, TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD TIE BEAM SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ y ; - 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1/2" x 0.131 NAILS ` o PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING TRUSS Op ROOF SYSTEM COVERING NOTE: PLATE LENGTHS (MUST BE AT bu LEAST 8'-0" LONG. TYPICAL LD02 SHEAR TRANSFER EXTERIOR WALL N.T.s. [G�E.15 FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/4" =1' o" CD04 BEAM @RAISED ENTRY MASONRY WALL N.T.S. n � � 2x8 SYP #2 �J ti TOP & BOTTOM M m ATTACHED IN/ (1) ROW 16d _ 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED CID EXT. OUT BEAM TO SUPPORT ZD TRUSSES IF SPECIFIED ON PLAN ----------, SIMPSONHUC410 BOX HEADER DETAIL------ ' BUCKET SEE ROOF-------____ ---- __, PLAN FOR MORE INFO 1 * CRIPPLES MAY/MAY NOT BE PRESENT. F— 0 iF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION SEE ROOF PLAN FOR BEAM SIZE 1 (1) JACK USED AT EA. g SIDE EACH SIDE OF TO O.S.B. OPENING G.C. TO W/ 2 - 8d NSTALL (3) TITEN HD, EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED _6d 5/8" X 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS (D = U.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) PER SIDE INTO CMU AT JACK TO HEADER, NO BASE ED E VI EW (D= 0 162" L= 31/9") OR EQUAL (D= 0.162", L= 3.1/2') OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 12" C/C EACH SCALE. 1 1/2 = 1 0 * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 SIMPSON SP2 @ EA. STUD STUD WRAPPED OVER OR GREATER HEADER '4 TOP PLATE & NAILED A APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W HEADER EACH SIDE ° SEE PLAN FOR Sd COMMON WIRE NAILS @ 4" O.C. FILL -/� FILL ALL HOLES IN DOUBLE 2 x #2 TOP OF BEAM BOUNDARIES 6" O/C EDGES & 8" STRAP S.Y.P. HEADER W/ O.C. FIELD 1/2„ FLITCH PLATE SEE ROOF PLAN =� HEADER. (U.N.O.) FOR BEAM SIZE & - R-19 INSULATION AT EXTERIOR lOd NAILS @CONNECTION INFO WOOD FRAME WALL PER FBC 8 O/C TYP. FILLING AND BLOCKING AS AND ENERGY FORM SUBMITTED DOUBLE 2 x 4 REQUIRED FASTENED TO WITH PERMIT APPLICATION Q (WHEN EXTERIOR WALL IS CRIPPLE STUD HEADER W/(2) ROWS SEE FLOOR PLAN FOR EXPOSED TO INTERIOR SPACE) - - TYPICAL U.N.O. OF 12d @ 16" O/C UNLESS COLUMN SIZE & BASE (U.N.O.) NOTED OTHERWISE CONNECTION INFO SIMPSON SP1 @ EA. STUD • _ 2"x P.T. PLATE MAIN SPAN ROOF TRUSS 2 x 4 STUDS TYP. 1/2" X 8" "J" BOLT SIMPSON H174 W/ (18) N N @ 24" O/C MAX �— UPLIFT CONNECTOR CMU 16d NAILS &A 5/8" 8" x 8" x 16" K.O. (SEE SCHEDULE) EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. °• BLOCK W/ 1 #5 CONT. Op �00 OR 8 1/2" AT GARAGE ° FNING STEP DOWN ° * * CMU WALL HOLD DOWN CONNECTIONS _ NOT REQUIRED @ BEARING P.T. BOT. PLATE EE FOUNDATION NOTE: FOR OVERHANGS LESS THAN 5/8" - NO RERk-i REQ'D. a WALLS WITHOUT UPLIFT ••• PLAN FOR MORE INFO WINDOW OR DOOR OPN'G MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1-0" WF09 I WALL HEADER DETAIL N.T.S. CD11T COMMON BEAM ATTACHMENT N.T.S. WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" HEADER ANCHOR 12 NAILED TO TOP PLATES, ; & CONNECTION INFO HEADER & JACK SEE ELEV. N0. &SIZE OF - - - - - PRE-ENGINEERED WOOD TRUSSES @ 24" O/C HEADER SIZE SEE FLOOR PLAN & GRADE RAFTER TIES FOR COLUMN SIZE & ---UPLIFT CONNECTOR (SEE SCHEDULE) EACH END - - - - - - - - - - - - - BASE CONNECTION INFO SEE PLAN FOR (2) LSTA 30 0 PT I O N A 0 PT I O N B /— DOUBLE 2"x4" TOP PLATE BEAM SIZE 1/2" OSB FLITCH PLATE _ / NOTES' ADAGENT NABS ARE DRIVEN FROM 3) FOR 4•PLY, PROVIDE I/4"DIA. x51/2"1�G CONNECTOR REQUIRED REQ'D ONLY WHEN INDICATED SEE FLOOR PLAN FOR ON BEAM SCHEDULE/PLAN OPPOSITESIDES OF THE COLUMN, SCREWS OR EQUAL (SP.ACE.AS SHOWN FOR 3-PLY) (3) 16d SEE PLAN SEE SCHEDULE COLUMN SIZE & BASE —2"x4" STUDS @ 16" O/C 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR SP4 AT THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. COMMON FOR WLL 2X CRIPPLES S 16" O.C. CONNECTION INFO 24" O.C. NAILS( TYP W/ SIMPSON SP2 TYP. --� Z � HGT. TOP AND BOTTOM 2-ROWS 12d NAILS SECTION A -A � CRICKET AS REQUIRED WF37 TYPICAL COLUMNS DETAILS N.T.S. fi STAGGERED @ 1 FOR OVERHANGS GREATER THAN ' : • FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. 'INC) FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.=. OVERHANG ' ; •:' ' ; :,; ; •.; CMU gp :' •.°: FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" HEADER ■ . ••��`�/ % �� �♦�� i ♦ �.. wo 30, II' �. • TOENAILS r EACH • !2x4 SPF• • BLOCKING ! ©ATTACHED TO • • :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ROUND/ SQUARE TRANSOM BOX HEADER EACH END F�Q�F4ctsE���,� % r 17- ar I2` c� 0 f� N P _ N (1T o 00 ti T w` �� c 0 3 $ .0 5kkk 'eU'W W W 1--co H v in oo ti NFU-, J -A —I LI8 6�LLL.U_ E.eP O `p d -h c c-_ N �.., 00 p U N� Z LU w c°�m� �• W �Nh LJJ CL 3aoyc o w c'OLL. U) U) O�� d LU 3 w�= m13 c Z m5 poC z.Q N I� W (pp n �LO � H c Q J IU�CIO ZN �� Q a IL O� oFS oFS p 0 cU cn p _- Q = v oY 3 �° I- N w YAW '.FDSENG.COM ❑ ❑ ❑ Ln C9 z o CN _3 Q �I aZ � r zr__ ®RA m w c EL5 o c Ln W LnZD c:m U LU o v I— .c CO aI i Q F Ad a Cco O Y ✓� <L N O w '111cIm A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Vi Job Information: 0 0 � UJ O T (0 m z N N �0) Wci J m +� a) °rH° cfl cm CL; Q O _J LiJ ZD � n W _I U) v VT Model Name / Number: 1930 Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1364 Sheet: S-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 [RSH) SAME SPACING AS BOTTOM CHORD LATERAL BRACING - - + SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP ' TO BE LESS THAN +� r � (MIN. FIRST 4 BAYS) BLKNG @ 16" O.C. ` SEE STRUCTURAL NOTES MAX 9" UNSUPPORTED OR EQUAL TO 45° %� AND NAILING SCHEDULE /PFB > G 2X4 #2 SYP 8d NAILS @ 4" O.C. rl9CONT. 2X4 #2 SYP SI (2) FOR SHEATHING DETAILS BLKNG @ 16" O.C. —MINIMUM 2"x4"X 0.131 @ 8" O.C. EA. SIDE CROSS BRACING L AND ROOF ' ' i h, ' . . � (SEE PLAN FOR . a. -' SHEATHING, SEE T613 I � •' LOCATION) . �� '• ! 204 SYPFICATIONS BRACE FOR IF > 9" CONT. 2X4 #2 SYP W/ (2) � ` _,,,�—BLOCKING 2X4 #2 SYP BLK'G @ 16" . W/ � '° GABLES 3'-0" TO 5'-11" TALL. O [ 2x4 SYP PROXP 8CROSM RIDGE/ 2x6 SYP L BRACE FOR 2 16D NAILS EA. END. SEE RSH i `` ;° 10D X 0.131 @ 8" O.C. EA. SIDE SCHEDULE FOR SHEATHING 2X6 BRACE NAILED ', SIMPSON MTS12 @ - �' @ TO SIDE OF GABLE ' THEN 48" O.C. AFTER. NAIL w „ ATTACHMENTS MIN. FIRST 4 BAYS) r� ' 3-12d @EACH END & GABLES 6'-0 AND TALLER. ( LOOKOUT RAFTERS CROSSING AT 450 ANGLE. ATTACH L BRACE w/ ' ° (NOT REQ'D WHEN GABLE IS 12d NAILS @ 4" O.C. ' TRUSS WEBS IF APPLICABLE • ' 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 w/ 12d NAILS I _ BRACE CONNECTOR FROM GABLE TRUSS . , `,� �•--STRUCT. SHEATHING CONT 2x4 SYP OR SPF SPANNING (4j SILL PLATE w/ 10d @ 3" O.C. GREATER T AN 3'-0" ; 7/16" MIN. THK. - ' DIAGONAL BRACE TO 2x4 SPF CROSS BRACE TRUSS BAYS (8'-0"} NAILED ' `� � � ,' ,' ,° NAIL w/8d COM. @ - - ' w/ 3-12d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS @ 48" O.C. - NAIL W 3" O,C. EDGES & 6" (3) 12d I , 1ST 4 BAYS) ® TO TOP PLATE w/ (3)12d AT EACH END & AT , �r� :;�� ;° O.C. FIELD 16d NAILS @ 4" O.C. CROSSING AT 45°1 ANGLE PER JOINT 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT ' CONTINUOUS LATERAL BRACING _ _ 4 I 2x4 SYP OR SPF BLOCKING — 4 BAYS AT 48" O.C. MIN. ; TRUSSES 10d @ 4" O.C. NAIL OVER X-BRACE AS SHOWN- BETWEEN TRUSSES @ 48" KNOCK OUT COURSE CONTINUOUS 2X4 SPF 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/ 312d NAILS EA. MASONRY WALL SPANNING (4) TRUSS GABLE TRUSS SYP W/ (3) 12d @ EACH END BAYS (8 FT) NAILED TO TRUSS WEB 2x4 BLOCKING @ 4" O.C. �' I° NAIL TOP OF "T" w/12d & (3) 12d TO CHORD 1 ' TO GABLE TRUSS ' ROOF SHEATHING, SEE - NAIL TOP OF "T" TO GABLE , ' SIMPSON d & T TRUSS w/ 2-12d AND 1 ,� TB13 FOR ATTACHMENT � SIMPSON MTS12 w/ OVER JACK TRUSSES, SEE 2X4 SPF BLOCKING 14-10d x 1 1/2" '' T.S. CROSS BRACING DETAIL N.T.S. �� � SIMPSON H8w/ �``,`�� PLAN. BETWEEN TRUSSES ` N. O2 TYPICAL 10-1Odx11/2 NAILS TB01 TYPICAL CROSS BRACING DETAIL TB @ 4s" O.C. EA. EN FASTEN (1) SIMPSON HGA10 312D NAILS EA. END ' NAIL DEADWOOD TO NAIL TRUSS BOTTOM @ 48" O.C. w/ 8 1/4"x1 1/2" TOP PLATE w/16d @ CHORD TO 2X4 DEAD SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS 4" O.C. WOOD w/16d @ 4"O.C. ' NAIL TOP OF "T" V END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d . ^ BAYS PROVIDE 2X4 MIN. BLOCKING AT FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ SIMPSON LSTA30 W/ CENTER LINE OF HIP/RIDGE, TYP. BELOW, SEE PLAN. 10d x 1 1/2" NAILS _ _ _ BETWEEN TRUSSES W/ (2) 12D 1410d @48" O.C. �� b • " NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE FRAME WALL OR BEAM CHORD BELOW SEE PLAN j r' A TRUSS el rFRnIs7E TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABL E END BRACING N.T.S. GE05 GABLE END BRACING - FRAME WALL N.T.S. ' WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP a cv VA, TRUCTURAL PACE G.T. SHEATHING ______ N ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL. TO TOP CHORD TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ AX 9" UNSUPPORTED TRUSSES 12d NAILS @ 6" O.C. 2xs SYP BRACE NAILED SPAN FROM EXCEEDING HIP SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE MAX FROM SPAN (EITHER G.T AND NAILING SCHEDULE TRUSS CHORDS 3'-4" IN FOR SHEATHING DETAILS USING 10d NAILS @ 4" O.0 B > 9" 2X4 " SYP SIDE OR BOTH IF REQ'D) BLK'G @ 1 2X4 #2 SYP BLK'G @ 16" O.C. , MINIMUM (3) 12d W/ (2) 16D NAILS EA. END. SEE • ` 1 8- cp p ROOF (2) 12D NAILS PER JOINT AT 12" O.C. MAX MINIMUM 2"x4" SPF OR [RSH] SCHEDULE FOR SHEATHING ' �; SYP TRUSS BRACING o 2 w r- 00 SHEATHING *SPACED AT 10'-0" MAX ATTACHMENTS. (MIN. FIRST 4 BAYS) ' `�� `�� ,'� '�I IF> 9" CONT. 2X4 #2 SYP W/ (2) � G �'g� `~ �^� W cfl ti 00 EE • 10D X 0.131 @ 8" O.C. EA. SIDE "_ 3 2 �, a Q PLAN 2X4 SPF CROSS -BRACE '' i' C o § N ,Do iJ' @ 48" O.C. - NAIL w/3 I STRUCT. SHEATHING = N tl d 2 w TRUSS CHORD 12d AT EACH END & AT i' / 8 L � � a a 2X4 BLOCKING ' TRUSSES NIL MIN. THK. ° f ao & _ HII TRUSS (GABLE END) CROSSING AT45°ANGLE NAILw/8d COM. @ p Q �` 4i vi U) BETWEEN TRUSSES ; �T �' ;• 3" O.C. EDGES & 6" H �- ;• O.C. FIELD � o E M:! � a i' CONTINUOUS 2X4 SPF=-E ° N.T.S. O4 S BRACING NG OVERLAP DETAIL (TYP) N.T.S. SPANNING (4) TRUSS ; ,, - - - g " a W - m m KING DETAIL TB TRUS RIDGE BLOC 2X6 SYP BAYS (8 FT) NAILED TO i ; ` �' GABLE TRUSS o LL = TB03 HIP SIMPSON H8w a a a cn o / / 2x4 BLKING @ 4" O.C. 10-10d x 1 1/2" w/12d & 212d TO CHORD ,' $ n _j U) + . W 2x8 SYP _ • ` ° £ ." ❑ ❑ ❑ I F w WWW.FDSENG.COM CHORD BRACE 2X4 SPF BLOCKING GE04 BETWEEN TRUSSES ' W/ 12d NAILS @ 48" O.C. MAX W/ S4 [ J z g @ 8" O.C. 3-12D NAILS EA. END (2) LSTA18 _ - z o CONTINUOUS w/5-10d x 1 1/2" TO SEE DETAIL (,++�I z 4 SYP STRONGBACK & 8-10d NAIL GABLE TRUSS l 1! a cn TRUSS NOTES: 2x6/2x VVJrr///14 STRONG -BACK x 1 1/2" TO "T" BRACE ;. 4 O.C. TE W/16d @ � l/Aii o- � I1r���TJ1t[ 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014� I" z cNC (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND W/ 12d NAILS EACH TOENAIL EA. 2x8 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECT INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT @ 8" O.C. LEG TO PLATE W/ - IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED i3-12d 1/2° X 8" A.B. g h TO S SHEETS OFSHEATHING ON ANY PAIR OF TRUSSES &SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY HGA1 & /(8)1/SIMPSON @ 48" O.C. MIN. CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT ,', HGA10 w/(8)1/4" �' ', "' EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS- �. ' X 1 1/2" SIDS OR 2. ALL BRACING (DB,CB.BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL ` • 2 LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. , EQUAL "' �' KNOCK OUT ( w uc�a 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AR ADEQUATE TRUSS STRUCTURAL ARE NOT 2X6 E COURSE L = c m 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRETJ BY TRUSS DESIGN WHEREVER Q PLATE ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DEPTH EXCEEDS STANDARD HEEL HEIGHT. 2X4 "T" BRACE (2x4 SPF 4 BAYS 9_ "' 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERETRIJSS D SEE GABLE BRACING DETAIL U f0 N 00 r� SEE TYP. TRUSS BLOCKING DETAILS � � Ili v ` SHEATHING c y Lo 3TO4TRUSS 2x4 AS SHOWN L�111204 "T" BRACE CONNECTION @GABLE END W/ VOLUME CEILING 3/4" = 1'-O" GE03 GABLE END BRACING w/ VOLUME CEILING N.T.S. d N o 410 ALTERNATE TRUSS SPACES DIRECTION w DAMS HOMES RUS VERTICAL SCAB 2X6 #2 SPF 48' O.C. SEE TRUSS (2}1 NAILS BOTTOM OR H5 TO EA TRUSS FLORIDA3000 GULFBREEZE PARKWAY 46 W/ (4) 12d TOP & B .••. SECTION OR HCLR/LL IN PLACE OF (4) 10D B-B REQUIRED @ RAFTERS GREATER THAN 8'-0" SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32 563 SEE PLAN OUBLE TOP DOUBLE SCHEDULE FOR SHEATHING DETAILS PLATE SECTION B-B TOP PLATE DIVISION LOCATION: PRE-ENG. TRUSS VARIES w ROOF. 2x STUD WALL SLOPE SEE STRUCTURAL NOTES AND PORT ST. LUCIE SEE PLAN • ° \ / / NAILING SCHEDULE FOR (4) 12d NAILS \ / SHEATHING DETAILS EA. END ♦ Job Information: CONV. FRAMED RIDGE \ \ 2X4 SPF BLOCKING / MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES NEXT TO PRE ENG. TRUSS 2x8 BILKING. NAILED @EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ N NA NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) AILSMTSWHEN REQUIRED @ RAFTERS GREATER e THAN 8'-0" \ \ 2x4 SPF BRACE / 2X4 SPF BLOCKING ,' ' .' , @ 48" O.C. - NAIL w/(4) @ 48" O.C. MAX-w/ \ \ 12d AT EACH END & COLLAR TIE 2X4 BRACE@ 4'-0" EVERY 3rd \ \ ALTERNATE DIRECTION (3) 12d END NAILS ON CENTER- SHEATHIN RAFTER \ \ EACH END , CB BEVEL CUTS 2X4 BLOCKING BETWEEN TRUSSES W/ (2) 12d NAILS (OPTIONAL) T EACH END, CONT. EACH BAY / / TRUSSES M B TB 2X4 SPF W/ (2) #7X3-1/2" / / SEE PLAN ' ' DB WOOD SCREW EACH TRUSS ALTERNATING OR H5 @ 48" O.C. / / > to m a ' J BLOCKING PRE-ENG. TRUSS \ co CONT. ROOF SHEATHING AT TRUSS TOP \ / / • • ■ • ■ �+ CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / ' (y STRUCTURAL SHEATHING CHO ' ' SIMPSON A34 OR \ \ / / TRUSSES ,' O J W � � a co ch CD SEE PLAN FOR CONNECTION \ \ / / � B (USP MP4) @ 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM 2' 0" ON CENTER \ \ / 2X4 SPF BLOCKING TRUSSES W/ (2)-12d NAILS @ AT S'-0" TRUSS \ / EACH END MAX �-� 2x6 RAFiEitS & 2'-o"o.c. Y V BETWEEN TRUSSES Vj Model Name Number: MAX. w/ (3) 12d COMMON ( 24" O.C. ND (TY ' TOENAILS TO RIDGE BEAM (3)12d EA. END (TYP.) 1930 WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / •\ (SEE PLANS FOR TYPE) 4 FT @ 2'-0" O.C. MAX W / (3) 10D SEE PLAN SIMPSON HGMAX. CONC, MASONRY COMMON TOE NAILS TO RIDGE BEAM 1/2" GAP @ 4'-0" O.C. MAX. ♦ Plan Issue Date: 2X4 CONT. AT STEEL OR WOOD 4 T & S CHORD BEARING SUPPORT 1/2" SPACE Thursday, February 18, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING ♦ KA PROJECT NUMBER: DETAIL @INTERIOR BEARING EXTERIOR INTERIOR � C� RAISED HEEL DETAIL SEE PLAN FOR MORE SHEATHING INFORMATION �L1-1364 2x4 S.Y.P. 8" C.M.U. SEE Sheet: @ 16" O.C. PLAN FOR REINF. S=4 N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. TB14 NON -BEARING EXTERIOR CMU WALL N.T.s' ROOF FRAMING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS 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 r.'.andard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jarnbs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. R SPAC EVEN 6" --6" 6 6" 6" SINGLE DOOR 6' C DOUBLE DOOR W/ SIDELITES .l SPA EVE a SINGLE DOOR W SIDELITE 11 6' SPACE _VENLY '" 6 SINGLE DOOR W/ SIDELITES r-" rill -11 r"11 frr- 'I 6 6 3„ 311 611 LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 0 I CY) 4" DIA. CONCRETE FILLED PVC. PIPE:. TOP OF SLAB op z I II II I Z l� 16" MIN. DIAMETER ! CONCRETE FOOTING rill I wei I I Irld I N.T.S. •1 SPACE EVENLY - 36 -- 8' 8" 8' 8" 8" ......... ... -..... R�dg ° SEALANT L " NAIL SHINGLES W/ 11 OR 1.2 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. `\\\ oOf OecK a VOf °h✓ Line valley by centering IQ.;.odre� e 36" wide - rryr ha�oh O aterproof rig S inglear'� ed��e'90%r�;a� 0 t nderla ent or Side quivalentdirec to ck. Coutse ot5e ouise AthCO 3CaC 20dCoUtsa COUts �. ` Rake 1st Metal I o not nail within \ ' Drip 6" of Embed each shingle Edge 2, valley centerline in a 2" wide strip of asp�alt 29 raging cement, 5' Cut 2" diagonal) off upper Save 7" Omer triirnmedl pieces to use 1 in 5thCaurse 7" i Extend the shingles v over the rake and eaves about 1/2" ` Cut shingles 2" if drip edge is used, or about 3/4" back from if no tlrip edge is used. valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ASPHALT BASED SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS)- EXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL AT ENTRY PLASTER STo SEALANT ROOF SHINGLES 6" X 6" H GALV. w = FLASHING CONT. < m E'i FFLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 1 RASHIRNG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET �Z KNEEWALL INTERSECTION INSTALLATION OF BUCK x. BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN, 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS • < \ 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU \ THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN., 16" C.C. EXT. FINISH 0 1/8" SHIM SPACE DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S ---� i12" MIN. EMBEDMENT 2X WOOD FRAME +9 WOOD 6CREIU BY OTHERS SY10THERS r CAULK SETWEEN FIN ASHEATHIII EXTERIOR 3/' " MIN, E DGE FINr5H DISTANCE Y OTHERS - PERIMETER r � �r .-.. 1/4 MAX. CAULK BY OTHERS SH JMi SPACE, J.A. WINDOW HEIGHT F TEP10A INTERIOR I R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE Al EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM OF Sin (76cm). SAVE DRIP EDGES SHALL EXTEND 14in BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF tin. DRIP EDGE Af EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 4in WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM Of 121n ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM or 4 INCHES ON CENTER 111,tallation Instm;l ions For Ai Includes all of 625 / 825 / AZ15 / iL.LS / AZ30 ,1I � 11.> i+uas w 111vih`ti; 1 �As'ivi VT261? / VT-280 / G82000 / GB208 Maximum Fastener S.,,adr,g (Jambs, Head and ,ill) 8. Fixed Windows With Mounting Fin :he following series: FL30 / V1500 / V1580 / V300 / V380 D / Prestige 662 / Prestige 882 / i.F110 Wail Framing: #2 Spruce/Pine/Fir Or Beti­j_. Siltc°nr Screw Minimum Ienetradon G Cross Section V iew Mnimum yr Silicone Exterior Sheathing I-C. - srrongry rCc0MMene me use 01 nesnlrtg and/0r A80109 lapes and slll,pans as stated /n A5774 E 2112.01. However, due to variation In codes and hullding types, it /5 left up to the and user to determine the proper Installation of these items '.Eri#E 1'ffiE 6'SCTEI,E itCRll1= Cfit9 Before nrsta6Nng Your window, the bubble wrap maybe peeled back for Inspection, but please re -stick the wrap to pratr_t,t one blOcbF F,.om s� aC-�..._s aril ° rr `raa e .In cc.� r. s:i is :� ri. =^r-, Step I Measure to be sure the opening is 318" to 1/2' larger than the vnndow size both vertically and horizontally. ' You may wish to pre -drill the installation holes in the fin at this lime. Dis rd the itched holes in dm mo!ZeZ fin, as tlley are not rtecessaii!/Y spaced correcty. Step 2 Apply a generous bead of silicone to the backside of the mound u) fin. Use enough silicone to sufficiently fill all voids between the fin and the wall sheathing. Step 3 Insert the window into the opening from the outside. The winds is labeled "inside" and "outside", but if these labels have been removed, the glazing bead should always be to the inside of the building. _ Step 4 Install shims under the sill, adjusting them until the unit is plum) in the opening, shims should be installed under the sill every 2 feet. The window should be basically centered in the opening with nc more than 1/4" gap between the window and wall framing. Step 5 Install a #10 x 1-1/2" screw 4" from the comer of the fin at eac'i end of the head, sill and both jambs. Step 6 Install the remaining fasteners in 8" Increments from the corner screws to the Center of each frame member. Use care not to Over - tighten the screws and pull them through the fin. Also, make st re the screws go in straight and do not cause the frame to bow. Wall framing should be a minimum of #2 SprucelPinelFir. - Fasteners should be # 10 screws of sufficient length to achieve 1.3/8" penet,ralion into the wall and no less than 1/2" from edge of frami Fastener quarithes needed in each side of frame to achieve 8" spacing '^ Le th of France Member 10" 18" 26" 7 34 1 42"'_ 50" ;8 1 66" 1 74" 1 82" 90" 98" Number of Fasteners 2 3 4 5 6 7 8 1 9 1 10 1 it 1 12 1 13 Step 7 Remove excess silicone "squeeze out" from around the fin and inspect for holesor voids. Use silicone to fill any voids. Step B If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, this must be the MOO EXPANOING YYPEFOAM.. Step 9 Since these windows are typically used in rooms with high moisture, ie; bathrooms, it is recommended that the interior gap between the window and wall framing also be sealed with silk.ore and tooled vi as not to interfere with the installation of wallboard, tile or trim. Step 10 Once all construction is complete, remove the bubble wrap from the inside and outside of the window. If necessary, clean the blocks with a mild detergent and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR ININD 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 Pressures Manufacture Model # Attachment A pproval # Method Roofing: 1st Choice IKO Industrues, Ltd Cambridge CDOUNTY APP. AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 " NAILS. 3/8" MIN HEADS 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, COUNTY APP. Products. Inc. "Off -ridge vent" 1" FROM EDGE AND 4" 0 CL21580.1 TYPIC,' MAXMAX. R 2 ROOFING UNDERLAYMENT: - 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHIALL. BE APPLIED AND FL12328.R9 PRODUCTS LLC 1#30 ASPHALT -SATURATED ORGANIC FELTI ATTACHED IN ACCORDANCE WITH R905.1.1 Overhlead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 -- -� 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.8 2nd Choice +30.0/-32.0 CLOPAY 53W5 8 x 7 FL15279.84 Swin€r Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP, ALL ONE 2x BUCK A71-ACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN, 4" FROM TOP & BCIITOM OF INTERSECTIONS AND MIN. 1.2" O.C. THEREAFTER, THE DOOR FRAME SHALL FL20461.12 +67.0/-67.0 THERMA TRU-CORP. SOLID FL20461.1 FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREuVS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN, 16" O.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) Sidelights g THERMA TRU FL20461.2 PLAT PRO FL15215.2 Sliding Doors: 1st Choice Ml WINDOWS & DOORS SERIES 420 SGD Alum. reinforced FL15332.4 MI WINDOWS & DOORS SERIES 440 SGD 2nd Choice Alum reinforced FL15332.12 Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 Single Hung (fin) ANCHOR WITH MIN. 1114" 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 3500 SERIES Single Hung (flange) FL 17891.2 3540 SERIES +50.0/-50.0 MI WINDOWS Single Hung (fin) SUFFIENT LENGTH TO ACHIEVE 1112" INI;H MINIMUM EMBEDMENT FL17676.2 IN WOOD SUBSTRATE. MI WINDOWS 13500 SERIES Single Hung (finless) frame FL17894.4 Mullions: M-1926 Vertical FOR ATTACHING MI WI \DOWS MULLION SECT5796 CLIP INTO CONCRETE 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/a FL 18504.1 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM Mullion EDGE DISTANCE FL 15804.2 Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/:16" TAPCON ANCHOR FL18644 R-6 WITH MIN. 11/4" E MBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAP(;ON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1S$ Choice/ -71. +66.06 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R 3 _ of length Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10' s FL12194.1 Double 5 standard standard vinyl staples solid 144 vented - 145 FL12194.2 _ HurriCane Panels: hoice 1st C Dade County App. ALL. AMERICAN SHUTTER & GLASS 241, Ga. Storm Panels 24 GA. STORM PANELS FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 56126 Name: Luis Pablo Torres Certification Number: Fl. # 87864 Name: Certification Number: TA '. � O� C !:' c i�� may•+' �'# A �..• y. {J• L 0 . (Q ill f- o�_ a N U too W Lu 00 l- to r- 00 E c o ID O m N',04 L0 00 1,_ m c E C = c O ^� p" # O 6 oI CA ooc J J J LL IL IL c- m is4 :1Wco .= r, Z LI a 151 Dw ° o m 3 Moo �3utg "� c V LL- nw W i to 8 LL w ro (n b N p C mvdr� p 76 -a):) 5N r 0 O �cu�m v rn Mo'm�° ill in rn O W O f1 JJ w w a$ iu a T o m lU u) c`Iv `- B N -2Q m m amm frV ., Ov 0 W 3 V c(nnt ° H 11 El El U Z 0 0 Z O O 04 10 04 Q *' J CL J `14 to Z r- N 41 41 LuILL.i I w ® w cn uOd Ln J M U E wN W 00 00 00 to i r r-°�' U rn 00 0 0 toaim,,. .'";...'.. Q N O 9 DAMS HOME:., FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: Jonformation: Of 0 F_ Z W cop Z .. J 0 LU :D J W V/ VJ Model Name / Number: TI Plan Issue Date: Tuesday, March 02, 2021 KA PROJECT NUMBER: Sheet: 5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS - � RESISTIVE BARRIER & WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS NECESSARY IN CORNERS THROUGH BARRIER TEMPORARILY SECURE R703.1 General. Exterior walls shall provide the building with a weather resistant exterior wall envelope. The exterior wall SELF -ADHERED FLASHING DOOR ROUGH OPENING . envelope shall include flashing as described In Section R703.4. WEATHER WINDOW UNIT TO BE USED �R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the RESI$ITIVE BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as d EXTERIOR SELF -ADHERED FLASHING 3/4"•1" BEAD OF CONSTR. 0.3 in: 12.0 in _ FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. TAPE SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF ADHERE D OVER RIM JOIST AND UP / THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30.5 cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS OR EQUAL WEATHER PROOF CAULKING for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 Mare"woW asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the \WEATHER SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive barrier manufacturer's Installation Instructions. The No.1S asphalt felt or other approved water -resistive RESISIT►VE CEMT. FIN. barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL cops of JOISTS PER FBC-R (CURRENT EDITION) 703.7.3 manner to meet the requirements of the exterior wall envelope as described In Section R703.L UNDER DECKING SUBFLOOR R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where (SEE DETAIL WP07) applied over wood -based sheathing, Shall include a water -resistive vapor -permeable barrier with a performance at least SEI .F•ADHERED FLASHING WIRE LATH equivalent to two layers of Grade D paper. The Individual layers shall be Installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN 1NSTRUXTIONS: RIM JOIST to the water -resistive barrier is directed between the layers. i. Cut, fold up &temporarily secure weather Refer to the number marked as ® in each detail that corresponds to the resistive barrier above header r allow for flashing installation BUILDING numbered items In the list Of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. resistive airred flashing plus head flashing under aching weather PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. resistive barrier 1 2. Install flashing and weather resistive barrier to form water shedding laps 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 2 3. Self -adhered flashing can be substituted for building paper R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexile 4. Split the release paper using the ripcord (Split release on demand, flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING scoring Cuts instructions. All flashing shall be applied In a manner to prevent the entry of water Into the wall cavity or penetration of SELF A WP02 CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P 03 water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLANGED WINDOW W P01 EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and AAMA 711. All exterior fenestration products shall be sealed at the Juncture with the building wall with a sealant complying FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, ��=ttrriz, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING RUBBERIZED r r ADHESIVE 6, Fold as shown b arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ��' ,�ti •� $: a 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT y flashings shall be installed at the following locations: EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, adjust foldingof the flashing accordingly to fit , THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING g y y j g g y FLANGED WINDOW tight to corner UP JAMB 6". USE LIQUID NAIL BRAND (SEE DETAIL WP01) 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the •--' � ,-� o REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING 8. Mechanically fasten as necessary exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically LETTER ON CHEMICAL SCORED RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed ' COMPATIBILITY .� �� in accordance with one or more of the following: -f` I �, • (BEFORE FOLDING, SCORE r SELF -ADHERED FLASHING, '• RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the .t, SELF ADHERED EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Wier® flashing �. � , -: FLASHING BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Q THRESHOLD 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 Y I MECHANICALLY FASTEN AS ]] z a NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1 SECTION -A SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional j (SEE DETAIL WP02) 1.3 In accordance with other approved methods. 1 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 2SO, FMA/AAMA/ SELF -ADHERED WDMA 300 or FMA/AAMA/WDMA 400. FLASHING ' VVV 2 z SELF ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. l NAILING FLANGI . O 4 s 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS 1 6 4. Continuously above all projecting wood trims „ o N UNDER DECKING 7 r LO 00 00 DO NOT FLASH OVER 2 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. g I- BOTTOM NAILING 8 (SEE DETAIL WP07) FLANGE 6. At wall and roof intersections. $ � N � 12 U SELF -ADHERED FLASHING DLL SELF -ADHERED FLASHING /� /p 0 SELF -ADHERED FLASHING n / P®0 ° " ®/� � /� V V 1-" V V 5 `9 m " §C t ` i; ti .� � W HALF ROUND WINDOW Y Y PC�`"1' EXTERIOR DOOR WITH DECK INSIDE; CORNER 7. At built -In gutters. � � �� � �,m� o a a .� xx 50 SELF ADHERED FLASHING N U m DECK PROTECTOR _ 7/8"Cement Plaster 7/8" Cement Plaster a a N v SHEATHING , n o rn 0 with with in accordance in accordance Cn ASTMC926 ASTMC926, a s .,. .� - F H � WWW.FDSENG.COM �T SELF -ADHERED - - FLASHING PATCH _ - - Felt backed metal Felt backed metal O ,e _.. lathe in accordance lathe in accordance - I with ASTMC1063 with ASTMC1063 Z a 10 �„ SELF -ADHERED FLASHING.' Z N r" DECK PROTECTOR Building Paper Building Paper ¢, 7/16" O.S.B. � vl rrf 7116" O.S.B. i' sheathing - � sheathing i Z r x i i N M11 Keep top edge >1 V1 C� ro l I DOUBLELL SINGLE ; ; ' ' ' t JOIST ' ' Metal of weep screed r f = 1 I SELF -ADHERED FLASHING` Flashing 2" below top of " c / JOIST } ,I - ` . o m I,f ' 1 SELF-ADHEREDFLASHING 1 -� block .. l rUnperforated O ►� "` Flange 7/8" p Vulcum 3"MIN g cauk bottom t!7 4 x.n Weep Screed Dint only - E " O 5 "� ��; Maintain . • Metal Flashing �_ -Soo � 00 x Bottom of 3-1/2" Unperforated = o APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN Weep Screed Flange 7/8" Weep Screed c 00 � s SELF -ADHERED FLASHING �/��P SELF -ADHERED FLASHING \/�/POQ WP09 11/2"to2" \H0ADHE;DECK JOIST V V 0 OUTSIDE CORNER Y Y V ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE � v o INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" Cementltious ¢ N o nn Sheathing Decorative Finish 1/FA DAMS HOMES •o•• 5. All inside and ,••. outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 • •'�• • need to be miter 3000 GULFBREEZE PARKWAY • EXTERIOR - WINDOW UNIT , • cut and caulked all GULFBREEZE, FLORIDA 32563 CEMT. FIN. Cement Plaster • '•••o •o•••t butt joints need to in accordance •• . becaulked using DIVISION LOCATION: BUILDING PAPER SLOPE SLOPE with ASTMC926 ••, Vulcum caulk for all PORT ST. LUCIE SLOPE 0.3 in: 12.0 in _ 0.3 in: 12.0 in over floor wood 2nd SLOPE in : 12.0 in (0.6 Cm : 30.5 cm) (0.6 cm: 30.5 cm) VJob Information: (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING �.. ryoo WIRE LA ry SELF -ADHERED FLASHING �- EXTERIOR o 0 CEMT. FIN. O m BUILDING PAPER WIRE LATH m • - 1 /2" Cement � cv Plaster Finish v M DHERED FLASHING 'J M SELF A - - Block 2 12' Perforated WIRE LATH 's'•o. Flange 1/2" Weep `f p,) BUILDING PAPER Cement •'.•o, Screed ' ' < G PAPER - ' � � ~ � V � ¢ � BUILDING Plaster O�w��� over block 1 st floor EXTERIOR Install bottom WINDOW UNIT CEMT. FIN. Slab Model Name Number: edge of weep screed 1" below 1930 finish floor Plan Issue Date: OPTIONAL DETAIL Thursday, February 18, 2021 TT KA PROJECT NUMBER: 2 Note: 211364 3 0 The buildii19 paper and metal lath TAIL Sheet: Of: must be installed over the top of WEEP SCREED DE WP SELF -ADHERED FLASHING SELF -ADHERED FLASHING /� /C] SELF -ADHERED FLASHING \ /` /P 12 p SCALE: NOT TO SCALE WATER PROOF CEMT. FINISH WINDOW HEAD WP1 0 CEMT. FINISH WINDOW SILL V V P'" CEMT. FINISH PARAPET WALL N N the wee screed. DETAILS . d • I • a • . • , ' • e • ° SEE FLR. — `t,----.f;;:,. •� ° ° PL AN •. , ,\ ° FOR ' ���' • ° BEAM SIZE ° ' I• TILLED CELL (TYP) •; $" CMU W/ 3000 PSI •l SIMPSON HUC410 GROUT &LINTEL W/ W/ (18)1/4"x23W TITENS & (10) 10d NAILS. 1 #5 MIN. LAP 30" • ' I• (AC1530) BM./CONN DETAIL 1" = 1'-0" ROOF PLAN SCALE: 1/4' = 1'-0" HEADER BEAM OR—� LVL (SEE FLOOR PLAN ON THIS SHEET FOR SIZE) k SOLID PAD OUT IF BEAM IS LESS THAN POST WIDTH SEE DET. ON THIS SHEET I I I 1 1 I i I PRE-ENG.TRUSSES SEE ROOF FRAMING PLAN �\ ----------------------------------------� I ' ------------- }..------------------_ - ' I 1/2" PLYWOOD (2) MSTA24 POST TO BEAM ABOVE W/ (18) 10d x 1 1/2" r~ f 6" X 6" #2 SYP I 2x4 A P.T. POST (2) 1-3/4"x11-1/4" LVL 6" X 6" #2 SYP P.T. POST w PAD O U T DETAIL SIMPSON ABU-66 w 5 8" x6" WEDGE ANCHOR SCALE: 1" = 1'-0" ----------------------------------------� POST SECTION SCALE: 1/2" = 1'-0" 10'-3" 10'-3" 30"x30"x12" DEEP W/ (3) #5 EA. WAY 6" t.6 (TYPICAL) v v c ifl -----------�--————— — — — — I - e I 4" 2500 PSI CONC. SLAB W/ i I 6x6 10/10 W.W.M., OR FIBERMESH/FIBERMIX I ADDED TO THE CONCRETE IN ACCORDANCE W/ I m MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, I °' OVER 6 MIL VAPOR BARRIER I I I 4" PATIO SLAB W/8" x 8" THK'N EDGE I I 1 •---------------------------------------------------------------------- ---- ------ ------------ -- -- - - - ' FOUNDATION PLAN SCALE: 1/4" = 1'-0" 20'-6" Aw (2) #2 2x12 SYP BEAM -------------- -- -------------------------- ------- --- nl ul P.T. 6x6 POST nl - - ------- w III m nl III Q 0O r-) nl O III Q 2S Q III I II' LIGHT INSTALLED IN , N OQ \ BRACED OUTLET x o 7' FOR POSSIBLE II co V N FUTURE FAN M U co III W WP I W III a 3 x III N¢�cUn GFI NaC) III �I U I `.TI I - IW JR Ail I -- — - — --- V DOOR LOCATION ADD FILLED CELL MAY VARY W/ COVERED PATIO WHEN REQ. FLOOR PLAN SCALE: 1/4" = 1'-0" 23 P1 U 1sn co o �,11r, 1-,g8 � w UM .4 Z . 7ryr W a ■� mmv� a C � N O iv 9 >'d�'� s f' W 4 O O N 00 s�ff 11" a i'J o cn 0 Z C) £ V ° WWW.FDSMG.0 M cz z o Z N � Z � Q QD �N to Z n cI? ( m w C Y V w C, V) c� ULIJ �N E e^<D c00�Y M Q N O 9 PRARAC YARg&w FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: cr.0 O � z�0) N W J N 00 O t6 'i ■ CO Cy) ■ ■ 1- ■ � +- Q J ++ O J W T d Jmt/)U) 1V1 Model Name / Number: 1930 ♦ Plan Issue Date: Thursday, February 18, 2021 ♦ KA PROJECT NUMBER: 21-1364 Sheet: Pi Of: 20x10 PORCH 4" bath duct to roof cap w/fan Nutone 696RNB Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED, 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS 19' — 4" FLOOR PLAN SCALE: 1 /4" = 1'-0" ALL ELEVATIONS bath duct 3 roof cap ,fan u tone 696RN B 1T f 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL AREA CALCULATIONS 1st FLOOR 1918 S.F. TOTAL LIVING (AC) 1918 S.F. GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI 414 S.F. 24 S.F. TOTAL AREA UNDER ROOF 2:356 S.F. Rating i� C) EL H U) � W o ® a �. 00 LU .. Q mm� ryry-1 0 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.