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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 UCENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. 113703.7.1 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 OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. INTERSECTION OF CHIMNEYS OR OTHER MASON RY CONSTRUCTION WITH FRAME WALL S. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE 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 LEIS 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 A7 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 MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL 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. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 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 SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 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 Fill = 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 I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH 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 WOO D TRUSSES SHALL BE DESIGNED BY T MANUFACTURER IN ACCORDANCE H SPECIFIED LOADS AND GOVERNING CODES. HE MAN WITH 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. 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 - AAF 20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -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 OIL 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 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. 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 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA 4� 5) (+} 27.6 (+j 27.6 10 () 29.9 () 37.0 (+) 26.5 (+) 26.5 20 () 28.8 () 34.4 Q s O 50 (+) 24.8 (+) 24.8 4 (_) 27.1 (-) 31.1 t @ 5Q YYY (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" () 51.3 (+) 24.3 (+) 23.3 () 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 D ETA I LS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the intent of Designer/Engineer listed in the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to 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. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the TO FOOTING ). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/4"x 21/4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality MASONRY AND (7)•10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THERE OF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 112" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced 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 notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H7T5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS, SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. AMS HOMES �Of Northwest Florida 300000 GULF:REEZE PARKWAY GULF: EEZE. FAO[ IDS\ "2500 , .4 ✓ CA 0 1 c.•" c M a� N • gW g (0 � OD (I'll 0 0.3 0 v �z° HI Cam' U_ }$g5e�m •� a�}m ?ti =Nt` W w a v3v LL W p zg$Qo LLI Y 4�)v'' =rn m=O�' C N LU t ��° �� � V O ~O CcJ m n 3 p $�a3 � zN M D7 Q a F¢' J 5 e t- U LBS W 13 11 11 i°- WWW.FDSENG.COM U � z - o z z Q 0 N fV ar V I _ � LO t/i w -v D 0 w c l/ i •j}"(!'��►lilt U N E _ 0 -t� 00 ai U � Q 0 N o _7 V FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IV I PORT ST. LUCI E Job Information: z W z �LO c LO cCn co � �mL L° Model Name / Number: 1780 Plan Issue Date: Wednesday, June 23, 2021 VT KA PROJECT NUMBER: 21-6352 Sheet: I Of: COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B I (A) +27.6 / -29.9 I (B) +27.6 / -37.0 I BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(0 BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W (6)-10d SP1 W/ (%iOd SPF 402 STUD, 6) 10d PLATE ( STUD, (4) 10d PLATE BW3 16.E (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 UPLIrT BW5 SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD, 6 10d PLATE STUD, 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 878 16" STUD 6 10d PLATE STUD, 4 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d sP1 W/ (6)-tOd BW8 12" STUD. (8) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6)-10d BW11 12" STUD, (6) 10d PLATE STUD. (4) 10d PLATE SYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6)-1Od BW12 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED 2x TOP PLATE /---DOUBLE 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/S3 FOR CONNECTION INFO, IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/S-1 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 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 ALT.: SIMPSON 1/2" TiTEN HD @ 32" O.C. 7/16" 088 PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc SEE GENERAL NOTE #8 BRG. WALL DETAIL 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 LINO 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 IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE WFo6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IFTHE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STLDS 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 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 a4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 U = 2200 SYP POST & (12) - 16d NAILS 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 ASU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) 16d NAILS U = 2320 CS 3.5 x 3.5 RL. 1.8E Fb-2400 PSI HDU5SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT1 ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 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-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.) I ANCHOR, OR ATR*** 7 x 7 P.L. HDU&SDS2.5 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 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/S3 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.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 2 112" 0.131" X 2112" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131 " X 3" SEE PLAN BLOCKING & TOE 0.148" X 3'A" 0.131" X 3'A* NAILS At TOP PLATE 12d 0.148" X 3 1/4" 0.131- X 3 1/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'A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET (3) - 1 314" X 11 1A ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 1/2' H5 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 1/4" X 31/2' LVL 2.0E Fb=2600 PSI I SDS WD SCREWS @ 16" G.C. TYP, EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2X6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA, END (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) (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 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. 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 12) 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) L <F M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) C BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HFTA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.OE 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 M5 TOGETHER USING (2) ROWS CONNECTION: PROVIDE (2) 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. (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 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 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 ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E,O.R. I 3X5 0 F. G. SHWR 50'-C" FLOOR PLAN. SCALE: 1/4" =1'-O" ELEVATION "B(' © +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 +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 I GENERAL NOTES 1. 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. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches above the finished grade or other surface he building, the operable window below on the exterior oft b I g, p shall comply with one of the following [3 listed methods]. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 Ceilings for exterlor entries and covered porches to be 7/16" OSB on underside of roof trusses shall be 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. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS 1st FLOOR 1780 S.F. TOTAL LIVING (AC) 1780 S.F. GARAGE 591 S.F. COVERED ENTRY (BASE) 38 S.F. COVERED PATIO/LANAI 117 S.F. TOTAL AREA UNDER ROOF 2526 S.F. 11Ty19TO 1 . d �?'1a"f al �:. h a°i .• a�t7rf,T,;&f�3liit5% >' m W In t as (D � c0 mtw �a �s..,t.. 4 M� M ti:k GO ti iA gas'. _��� Uj CV s 601 J � J � J U_ O °'M 00z W 8mZ Ch i o d o LL_ w C ._ 41 `S $ 5 C -� V - -- aJ Zvva a w 0 g� y cc��'a cQ ��NO 3 Ld ,arn W(n ��N aD�"= G: m 0 Ld J yp d" a { a T Vl Win N a m Of a �e3d W a V ono ❑ ❑ ❑ F- w WWW.FDSENG.COM 0 �2 13 Z - 0 0 Z N 0 rL W LO Z r- C14 N Q D 0 '= m w unn V) tJ) C_- a; c M E JM U = N E o0MO o N U r°n00 =' Q N Oa 1, j&rj\DAMS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 1 ♦ 1 Job Information: 1 O z W z O Ln Ln I) cn m It ca O Qj i- LO a 0 _I LLj ZD Ln o s1 M U) (%) I ♦ I Model Name / Number: I 1780 ♦ I Plan Issue Date: I Wednesday, June 23, 2021 VI KA PROJECT NUMBER: 21-6352 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. $ 1 REINF. OPTIONAL CURB FOR F.F. VARIES GRM4� SEE PLAN MASONRY @ ELEV. 0'-0"- W/ (1) - #5 BAR CONT. ' • " ' 00 F IF 2 STORY: 2011 X 20" REINF. N W/ (3) - #5 CONT. 16" (2) #5 SEE PLAN • REBAR 16" ?(2)) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2" =1'-0" FM02 I SECTION @ GARAGE REINF. SEE PLAN F.F. 00 81r (1) #5 REBAR CONT. FM03 I THICKENED EDGE 1 1/2" =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. C ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE ' 2 STORY: 20" X 20" 4" CONC, DRIVE W/ 1/2" EXP W/ (3) - #5 CONTT� JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR ( 1/2" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) tt 1-.LAN t - (V 7�L4- L6-144""� - 245 REBAR FM11 I STEP DOWN BRG. SEE PLAN 8" 14" 1/2" = 1'-O" I FM12 I STEP DOWN NON BRG. sum SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o LU N TYP. SEC. ELEV. 0'-0" WITH , CURB (1) #5 BAR CONT. (G.C, VERIFY) Z F.F. REINF. io (SEE PLAN) 2 #5 CONT. INSTALL LINING � � w ci 2 45 BENT BARS W/ MATERIALS PER cn LIJ MIN. 25" LAP SPLICE FBGR P2709.2 MUDDED FLR. 16" L SLOPED TO DRAIN 7#5 CONT. MIN. FM14 I SECTION @RECESS SHOWER 1/2" = 1' o" FM18 TYP. STEP FTC. DETAIL 7 1/2" = 1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER1#5 #5 CONT REINF. BY COLD BENDING THE BAR WITHSEE FND. FOIL MIN. BAR LAP OF 25" QUANTITY 00 X25"X25" p Ej CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ' (2) #5 REBAR 1611 A/C CHASE- 2 STORY: 20" X 10" 4" PVC SLEEVE W/(3) #5 CONT. THRU FOOTING FM19 TYP. CORNER BAR DETAIL 11/2"=1'0" FM23 I TYP. FND PENETRATION 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" 32" 32" W/ (4) #5 BARS 845# 4'.0" >4' 0" 5' 4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #6 @ 18 O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV_ -MAX. F.C. SPACING (O.C.) 0 " t0 W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA, VERTICAL REINF. BAR #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0' n <� (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B FIN GRADE-8" MIN. ) TO TOP OF 11 STRIP FTG. COMPACTED CLEAN FILL n a -' IN MAX 12" LIFTS STRIP FTG. W/ QTY OF 3"MIN. COVER d REINF, PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE 1/2" = 1'- 0 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 EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #S CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE * 6„ 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 161, ° G O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 6„ h * TALL (TYPICAL ALL CORNERS) (.C. 6. IF STEMWALL 15 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 *SM1_E 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 GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED, 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD, 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403-1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR 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) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ips F1.0 V-O" XCONT. 1'-0" 2 #6 E.W. BOT. 2000 F2.0 7 2'-0" X 2',0" 1'-0" 3 #5 E.W. BOT, 7200 F2.5 2' 6" X 2'-G" 1'-0" 3 45 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 1 T6" X 3'�6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" X 4'-6" 1'4' 5 #5 E.W. DOT. 34500 F5.0 5'-C" X 5'-0" 1'-4" 6 #6 E.W. DOT, 42500 F6.0 6'-0" X 6' 0" 1' 4" 7 45 E.W. BOT. 61500 LEGEND INDICATES SINGLE -STORY FOOTING INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING 3" DBL SINK W. DISP TO SANITARY SEWER PLUMBING RISER I• 50'-0" 10 9' 0" 31'-0" 4'-6" 3'-10" 6'-0„ 4,-0" 7'-01, 3,-8" 2'-0„ F3 03 w CO FM01 F2.5 = CO 3.1 lot-- - - - - - - - - - - , -- t�- - - - ---1t--- m--------------------------------------------------- ----+ tJ .-. 113X5 11 N II I ' I I I 11 F.G. II ' ' SHWR ' IL _ - - _ - - J1 ' I ti /+ W/C L - - - - - - -rEM I I SLOPE 4'-3" 2'-4" 3'-21� o) I ' q I- - C-J. - 1 � __ rr �R , I 1 1 F2.5 IL J1 6L p JI p °J 'J i L' E° - O , I ' 00 ' ZD 5' 0" 3' 8" q' ' p FMO2 1 , 3.1 I STEP DOWN 4" i N I ' bo 1 ^---------------------- ® i I I ' 1 , 1 I ' N 0 c-I I I In m ; 1 I ' I ' I , m 1 o 3'.2" 2'411/2" 7'-21/2" I 1 I ' I I I HVAC 1 I coc° LE _ �'., I TUB i LAV W/C r -I Q 1 `�?�' ,L j- m r L _ - 2X8 WALL) - i 1 �-----------------------' I _ ® ; PROVIDE CHASE�l` i FOR HVAC UNIT �R ; - O e _ I I 12'-6"' in r ------------1 lT�l`� bo ; I t==--- - ---------- ---------_� �qlc I 1 - -1-1: p11 3' 7'.0" ® I �elll�tr I D/W t I WAs ' L - L. SINK - J L _ J �tC ' L_- I J a' 1 r ��Ti_ , I ' PROVIDE ELECTRICAL FM12 & PLUMBING SERVICE X THRU SLAB @ ISLAND N, 3.1 in LOCATION r- - J ' (REFER TO FLOOR) o) r - - - - - - - - - - - - - - - - - - - - - - - - - ® I STEP DOWN 4" ------ - - - - -, I I W.H. i F2.5 I REFRIG. I 1 1rEMO1 3.1 I I o c I I ---------- I I I r- ' 10'-2" I ; 1 I ® I I I I I I I 3.1 I I O I I m � I I C.J. I N I I - --- - - - - - - - - - - - - -� - - ---------I aD N w I N p FM02 I ' I I 3.1 1 I --------------------- I I STEP DOWN 4" I I I -- ---------.' I N ® ® N2 0' 4 4 1 30'-0" ® ® lo I I FM01 - °P 2'-0" 2' 4" 7' 0" 2'-4" 6'-4" 3.1 F2 - t- H05E i-12" SQ. CMU COL. W/ ' FM03 I I (2) #5 BARS 3.1 (2) #5 BARS W/IN EA. F.C. ---- I - - J BIBS (2)FM09 #5 VERT. GROUTED - 3.1 W/IN EA. F.C. SOLIDISO '- - - - - - - - - - - - - - - - - - - - - - - 11111111 - - - - - - 4'-8"CLEAN lo OUT 14'-4" 5' 8" 2'-0" 2'-01e 1' 8'-0" '-4" lie 20'-0" 20'-0" 10'-0" R lo 50'-0" 01 FOUNDATION PLAN. SCALE: 1/4" =1'-O" ELEVATION "B" �xn��33a1�7J �� . p G C) Ira "�ataa;Riai�l >. T'��="_ £ Lo v o � 00 9 C 00 L0 00 rl- c z °Tip' EC ME,c w'E C C 21 brn CACam"N a ui_z LLLL LLL y A U ti .-. M t,f LLj d d C g$1F04Q 3d. Cj Ca cn i o �'�,06 �o�� _w1 w 3�� C i r-o�Q Z LU it m J 4� a. �� N M U Q ¢ d QU O d ar s°1 15v �� U _J (� 0 1❑ ❑ 9 WWW.FDSENG.COM LQ f� 019 z o 0 cq z N Q (- , I I cn � _ In Z � N V / � I _j Qy LL 4 '0 LU W& c �m t!i co O s 0 - N N o °' 00 z s � � Lv Q NOao Qm ., r <ADAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: z 0L0 o L0 W v � m OLij :D LO Lo J m VI Model Name / Number: 1780 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6352 Sheet: 3 Of: FOUNDATION PLAN 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 = 1780 x 3 = 5340 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 & RECEIPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 23,887 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 23,887) = 9,554 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL 0 m H 2x6 WALL (FLOOR TO CEILING) I. 2'-8" USE 2 RED HEADS TO ANCHOR WALL IFIVII24.1 JALTER NATIVE PROTECTION BARRIER I N.T.S. COACH LIGHT W w 2 6 w J w )SE BB COACH LIGHT ELECTRICAL PLAN. SCALE: 1/4" =1'-O" ELEVATION "B" ELECTRICAL NOTES ■ UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION 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/ M $2 DOUBLE POLE SWITCH SMOKE DETECTORCOMBO UNIT $3 THREE-WAY SWITCH % FLOOD LIGHT $4 FOUR-WAY SWITCH tDM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET (� GROUND FAULT INTERRUPT W ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV� T.V. CABLE OUTLET DISCONNECT SWITCH -4111 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER UNDERGROUND SERVICE BY ---- -A POWER COMPANY INTERSYSTEM BONDING TERMINATION MAIN ISCONNECT 200 AMP 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE /� # 8 TO HVAC �#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. N O N M N Q c a� ' O -- (0 ItT O FA rQp N G �q� w t'I 0 00 ti I- W V W � a•€yc VOp N rl �� J LL J LL J LL c c � �i'm Q9G a+ u� c$m��+ °'rntm�',m cnco O W a d - 'Cy a°'O9 g W yns�N C I .0 W O�� w a LU3 y 5 T 0 0 L Q Z O , O -I� d r- w���a m w �3�i� ca w� sae Z' my Q m d Q c 3 0 of o " (n 0 y m v u W = C c G WWW.FDSENGLOM UI z —0 p z N V o_ m —L0 z F- N M-1 UI m LL W � 0 D — Al- w c ... Ut70... 9 m ULLJ N coi I =' 00 00 oohs c Q N O USA m DAM1111111--�S HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ I Job Information: 0 z a 5= LO LO LIc'n m d O lao 6 CO L _ O� L'U ::) 10' MV W J U) L Model Name / Number: ♦ I Plan Issue Date: Wednesday, June 23, 2021 VI KA PROJECT NUMBER: 21-6352 Sheet: 4 Of: 1 ELECTRICAL PLAN VENTILATION CALCULATION :xhaust T.O.M. FIN. FLR._ _ _ T_O.M_ O W 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 J sf i Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2526 s.f. Total needed for exhaust for upper 1/3 606 net sq inches Total needed for intake (soffit area, lower) 606 net sq inches Number of Off Rid e Vents for upper 1/3 needed = 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 34 __ __..�__. _ _ .. ___ ___ _. _ _.�_. ._ ._ _-._____. _ _ _ _._ . _:__....__ _ Lineal Feet of Soffit needed tomeet required 111 1 _ r 2 _.._-._. ._- _-- - _.. „... _ _-.._._ ._ _-- _..:� ...._ _._. ___ . , . _ .... _ _- _ _r .. _...._ . _. _ ........ �. �__._ _ �_-__..._ _ � ....,�_. _. __. ..-....,._ __ ... . _..._ _ _ ___ .-...___..._._� ___ z_._ _....__ . .� Lineal Feet of Soffit provided by plan `200 6 w �;: �. _ :_ : .� _ .. _ _- . _ ._s_.._.. _. M .. - - _. HD. HGT. EO 25 SH 25 SH OFF LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH µ4$" OFF RIDGE VENT, __�j__FIN_FLR. 25 SH 35/2 SH LEFT ELEVATION "B" SCALE: 1/4" =1'-0" 12 6 FIN. FLR. — - — - — - — - — - — -- J 25 SH RIGHT ELEVATION "B" SCALE: 1/4" =1'-0" T.O.M. - �� -. -- HD. HGT. O 0 I I __j FIN. FLR. 35/2 SH 35 SH 35/2H LITE TEXTURED DECORATIVE 12"Q— CEMENTITIOUS COATING COL MN 16" X 30" DECO VENT 12\ I6 12" X 22" DECO VENT I N I Ell NINE I LEJ I w I N I N I 16'x7' GARAGE DOOR FRONT ELEVATION "B" SCALE: 1/4" =1'-O" V,.. 4 c., I UN-1 LE I I I INIFE-11FE1 NNINIFEW � I LL S'x7' GARAGE DOOR T.O.M 0 CD FIN. FLR, d„ p_ nyc.4� I I __j FIN. FLR. 35/2 SH 35 SH 35/2H LITE TEXTURED DECORATIVE 12"Q— CEMENTITIOUS COATING COL MN 16" X 30" DECO VENT 12\ I6 12" X 22" DECO VENT I N I Ell NINE I LEJ I w I N I N I 16'x7' GARAGE DOOR FRONT ELEVATION "B" SCALE: 1/4" =1'-O" V,.. 4 c., I UN-1 LE I I I INIFE-11FE1 NNINIFEW � I LL S'x7' GARAGE DOOR T.O.M 0 CD FIN. FLR, d„ p_ nyc.4� Lo 1�zr 0 N <D LC) N 000 vp C, (O JJ LLL LLL LL I m y W Lli if N LbLu � _ € V Ta S r q c�aa TE $.� 7 Z O O (V 0 Hi wct_m a p S 3 ao� r w h WWW,FDSEnG.CON ❑ ❑ ❑ z O o 10 a J � In z f C14 Age U' m LL M .0 — m UO& c U —NE rr. fw 00 �� { i ao �� U `n C) 00 -It Q Now o►AM 5 HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: O z C 0 LO LO w 0 ( m ca O j9 N i o�� J W _I M C) Model Name / Number: 1780 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6352 Sheet: 5 Of: ELEVATIONS - B 20'-0" MAX SEE DET. FOR WIND SPEEDS < 155/C MPH "X" BRACE SEE G.C. TO PROVIDE DETAILTB01 BLOCKING TO COMPLY W/ APA RECOMENDATIONS _ FOR SPAN RATING OF SHEATHING SEE "HIP/RIDGE BLOCKING" DETAIL W FOR WIND SPEEDS < 155/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING EQ. W O d' CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - O O � _ O o a: o W 0 � d Q U O Q O w EQ. BOTTOM CHORD GABLE END BRACING @ OF CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED ftw -left AT r�L+T �A4G AC THE WEB 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BKAcin�1 rKvvlueu II ILA Im"L10...cn r o • �- . �• •• - - TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft MIND SPEED (ULTIMATE) 160.0 MPH HIND SPEED (ALLOWABLE) 123.9 MPH XPOSURECATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. vVIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SC! FEET) (-) VALUE DENOTES SUCTION a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r ),a �a I d �� d HIP -37.02 -51.06 -51.06 -51.06 10 -58.99 76.03 GABLE -37.00 -37.00 -58.99 -58.99 ROOF NAILING SCHFDULEJ NAILING ZONES (SHINGLE AND TILE) ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O,C IN FIELD ZONE 2e, 2n, 2r ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: J232" EXP. 1 (4'120) TILE: '32' EXP, 1 (4-020) NOTE: COE ASTM F1667 RSRS 01 REFERENCE TO 8d (2 a8' x 0.113") NAILS 1. PER D 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 32 SHEATHING SHALL BE FASTENED a 1.2 I,a I, l WITH ASTM F1667 RSRS-03 10d (21/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS �� 8=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER SABLE ROOF > 20 T�45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:121 @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF .`SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 16" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. OSTAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ ad COMMON NAIL, O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. ----------- I II II II II 15/32" OSB 1 I I D I I EXPOSURE/ SHEATHING I II it II I 11 11 PROVIDE BLOCKING I I I I I AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET - - O FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM 7 �i NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MINA 3111 X 2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 18- (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSURE 1 SHEATHING .-T --�._------ -----PT---------1'P---•- II II 1 II I I II I II II I I I I II SOLID 2x BLOCKING I p F I II I I I toil ALL SHEATHING w III i EDGES N III III II II II III I I I I I ( (SEE SECTION X-X) p III C III II II II I � I i ii D ii N z III Ill OPENING 1i u 1I II II I 1 I1I L--- L- - ----1 Z LU IIIFiTX I II II O III Ili C 11 L__ JL--- L--- --- N NI III 11 III X 11 N I HI E I nl IIII I11 II II I1 II I I I II w p2x STUDS BEY. w u� II Il IIII II II tI 11 I I SEE PLAN = N I III II N II I off 111I III 11 I L L II III 11 II II I J y n1 I I I n I HI n n I 1 0 Z III ill I I I II I I I I II 1 II I 11 II II I II I II 11 II I IN /III I I) II I 10 II I II I II II II I III II II It i --- 2x4 P.T. BASE PLATE BEYOND SE VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/4" I� SINGLE NAIL EDGE SPACING "S" = N? SPACIN 1/2" DOUBLE NAIL EDGE SPACING PLAN CONNECTOR SCHEDULE FOR: ADAMS HOMES -17M 83 Car Ger.. E TRUSS ACTUAL CONNECTOR UPLIFT FASTENERS NOTES TRUSS ID BEARING POINT UPL"T CONNEC10R10 DESIGN RATING Ul CIS, UIV -C15V, E7, EI7V, E1210, L/R -TOTS #or less HETA16/PER TRUSS MFR 1810# (9)10dx1-1/2". E1210G E17 H7 HJ7V H1210 HJ210A - 018 L/R -109#or less PER TRUSS MFR 01A, EI210A L/R -305#oriels H10A/. PER TRUSS MFR 1040# (18)10dx 1-1/2" A01-A04, DOT, D02 L/R -864#or less HETA36/HETA36 1010#/1810# (9)10dx.1-1/2" 9 10d x 13 2" D03 L/R -2551#or less MGT/MGT 3465#/3965 IOd 10d, (1)5/8"qTR w/12"EMBED w/SIMPSON BET'EPDXY@ EA MGT.. x 1.1/2'ADS-A07 LJM/.R -1425#ar less HETA36 /HEYA16/HETA16. 1810#/1810#/1810#%11/2"x LK) 1-1 2".x11/2 (1)5/8"ATR w/12 EMBED AO8 L/M/R -4437#or lees. (2)HETA36 /(2)HTT5/(2)HUA16 2365#/5090#/2365#x23/2 w/SIMPSON 5ET EPDXY x 1-1 2 EA HTTS ()xl•1/2 ACES, A315-A14S L/M/R -.926#or less. HETA16/H10A/PER TRUSS MFR 3810#/1040# 18 i0d x 1 1 2 (9) 10d. B015, 6025 L/M/R -1481#or less PER TRUSS MFR /HETA36/H10A 1810#/1040# 18 10d x 1.1 2' (2)HETA16/HETA36/PER TRUSS (12)16d HETA36@32"O.C. A106 L/CONY. BRG./R -1465 #or less MFR 3366#/3040N 16 lOd x 1-1/2" AT CONY. BRG. PER TRUSS MFG/HETA36/PER 1810# (9) 10d. EI210D, HJ210B L/M/R -456#o 1- .TRUSS MFR TRUSS MANUFACTURER Prdbudd/BFS DATE OF LAYOUT DATE OF TRUSS CUT SHEETS: EJ8/21 L=LEFT, R=RIGHT&M MI DDLE BEARINGS , BEARI NG LOCATI ONE ARE REFERENCED TO TRUSS MANUFACTUR ER'S TRUSS DRAW I NGS ALL CONNECTORS ARE SI MPSON PRODUCTS AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAI LS (2) 8d NAILS @ 3" O.C. STAGGERED VERTICAL BLOCKING SECTION X-X TYP, U.N-0. NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP.DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4 1/2" WOOD SCREWS @ 161, O.C.0 MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. SEE 12 2x6 SYP #2 @ 24" O.C. PLAN ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON WALL 2X6 TO 2X4 u Q r1 I I D 2X SYP #2 C _... 1Ivin I V 1 1 111- , - IF TRUSSES USEi)) W/ (2) #6 X 4 1/2" WOOD SCREWS 4 16" O.C.0 MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TITEN2 AT 16" O,C. 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16D NAILS EA. END. SEE [RSH] SCHEDULE FOR SHEATHING ATTACHMENTS. SEE STRUCTURAL r-(MIN. FIRST 4 BAYS) NOTES AND NAILING SCHEDULEFOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16-d TOENAILS SIMPSON H2,5A OR EQUAL @ EA. OUTLOOKER (2) 16d NAILS AAX 9" UNSUPPORTED IF > 9" 2X4 #2 SYP BLK'G @ 16" O.C. IF > 9" CONT. 2X4 #2 SYP W/ (2) 10DX0.131@8" O.C. EA. SIDE "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH WHEN GREATER THAN 3'-0" (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E G SAND 12" O,C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS CMU WALL OR BEAM BELOW TRUSSES (SEE PLAN) SIMPSON - CONNECTOR SCHEDULE LISP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP /7N FRAME TO HETA10 wl (9)10d x 1 1/2" OR 1810 HTA16w/ (10)10d x 1 1/2" OR 1686 1870 MASONRY HETA20 w/ (9)10d x 1 1/2" HTA20 w/ (10)10d x 1 1/2" Q FRAME TO H2 5A w/ (10)8d NAILS 535 505 RT7Aw/ (10)8d NAILS 515 585 FRAME FRAME TO H 10A wl(18)10d x 1 112" 1015 1040 FIT 16A w/(17)1 Od x 1 112" 895 1020 O FRAME H1 OA-2 wl(18)1Od x 1 1/2" AT 2 PLY TRUSSES 930 1 1080 RT16-2 w/(16)1 Od x 1 1/2" AT 2 PLY TRUSSES 935 1 1060 FRAME TO MTS12 w/(14)1 Od x 1 1/2" (AT EXTERIOR 8(i0 890 MTW12 w/(14)10d x 1 12" (AT EXTERIOR 1005 1195 O FRAME LOCATION INCLUDE (3)12d TOENAILS) LOCATION INCLUDE (3)12d TOENAILS) OFRAME TO MGT w/(22)1 Od NAILS AND 5/8" A.T.R. w/ 12" 3330 3965 MUGT15 wl(28)10d NAILS AND 6/8" A.T,R, wl 3330 4495 MASONRY EMBEDMENT w/ SIMPSON "SET" EPDXY 12" EMBEDMENT wl SIMPSON "SET" EPDXY FRAME TO HTS20 w/(24)10d x 1 12" (AT EXTERIOR 1125 1310 HTW20 w/(24)1 Od x 1 1/2" (AT EXTERIOR 1285 1530 1 O FRAME LOCATION INCLUDE (3)12d TOENAILS LOCATION INCLUDE (3)12d TOENAILS FRAME TO (2) HTS20 w/(48)1Od x 1 1/2" (AT EXTERIOR 2250 2620 (2) HTW20 w/(48)10d x 1 1/2" (AT EXTERIOR 2570 3060 Ft FRAME LOCATION INCLUDE (6)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) HGT-2 w/ (16)10d NAILS AND (2) 518" A.T.R. HUGT2 w/ (16)1 Od NAILS AND (2) 5/8" A,T.R. O FRAM6 TO wl 12" EMBEDMENT wl SIMPSON "SET" 10690 w/ 12" EMBEDMENT w/ SIMPS ON "SET" 7020 9790 MASONRY EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) TO FGTR wl08) 1/4" x 3" SDS WOOD SCREWS 3400 4725 RFUS wi (12) WS3 WOOD SCREWS AND 7100 OFRAME MASONRY AND (2) 1/2" x 5" TITEN HD ANCHOR BOLTS (4) 314" x 6" WEDGE -BOLT (1) LGT2wl (16)16d SINKERS J 1 FRAME TO & (7) 1/4" x 2-114" TITEN 2 1750 2030 MASONRY SEE NOTE #6 BELOW) FRAME TO (2) LGT2 w/ (32)16d SINKERS & (14) 3500-M 4060-M (2) LUGT2 w/ (32) 16d SINKERS & (10) 3100-M 3100-M J2 MASONRY / 114" x 2 1W' TITEN (2 PLY TRUSS) 3240-F 3770-F 1/4'. x 3" WEDGE -BOLT (2 PLY TRUSS) 3800-F 4520-F FRAME OR (28)16d SINKERS FOR FRAME (EA) OR (32) 16d SINKERS FOR FRAME (EA) FRAME TO (2) LGT3 wl (24) 1/4" x 3" SDS SCREWS 4730-M 6570-M (2) LUGT3 wl (24) 1/4" x 21/2" WS25 6480-M 7050-M J3 MASONRY / & (8) 3/8" x 5" TITEN (2 PLY TRUSS) 5010-F 6960-F SCREWS & (4) 318" x 5" WB (2 PLY TRUSS) 6480-F 7710-F FRAME OR (52)16d SINKERS FOR FRAME (EA) OR (56)16d SINKERS FOR FRAME (EA) BEAM TO HU410 OPT HUC410 w/ (18)16d & (10) 1Od G#2680 HD410 OPT HD4101F w/ (20) 16d & (10) 1Cd G#3080 O BEAM NAILS UN1895 NAILS U#1950 TO HU41 0 OPT HUC41 0 w/ (18) TITEN G#4500 HD410OPT HD41DIFwl(20)1/4"x3" G#3355 OBEAM MASONRY 1/4" x2 3/4" & (10)1Od NAILS U#1800 WEDGE -BOLT & (10) 1Od NAILS U#850 BEAM TO HU46 OPT HUG46 w/ (6) 10d NAILS & G#1540 G0000 HD46 OPT HU46 w/ (6)1 Od NAILS & G#1625 G92015 L2 MASONRY / (12) 1A"x 2 3/4" TITEN (TO MAS.) U#080 U#1135 (12) 1/4"x 2 3/4" TAPCONS (TO MAS.) U#1030 U#850 FRAME OR (12)16d & (6) 10d(FORFRAME) SYP-F SYP-M OR (12) 16d & (6)10d (FOR FRAME) SYP-F SYP-M (2) HETA16 OPT (2) HETA20 2365 1020 (2) HTA16 OPT (2) HTA20 1870 OFRAME TO 1-PLY w/ (t OJ 10tl x 1 12" OR 2365 2365 2365 1-PLY w/ (10)10d x 1 12" OR 2430 MASONRY 2-PLY w/ (12)16d 2-PLY w/ (12) 16d HTSM1fi wl (8)1 Od NAILS AND (4) 114"x2 1/4" 956 1110 HTWM16 w/ (8)1Od NAILS AND (4) 114"xi 3/4" 1145 1225 TAPCRNS WEDGE -BOLT O FRAME TO O OR MASONRY HTSM20 w/ (10)10d NAILS AND (4)114"x2 114" 955 1110 HTWM20 wl (10)10d NAILS AND (4)114'xt 3/4" 1145 1225 TAPCONS WEDGE -BOLT OFRAME TO H1 OS w/ (8) 8d xi 112" NAILS AND (2) 318"xV 790 910 MASONRY TITAN HD OTT2Z wl (8) 1/4" x1 1/2" SDS WOOD DTB-TZ w/ (8) 1/4" xi 1/2" WS15 WOOD O FRAME TO SCREWS AND (1) V2" 0 A.T,R. EPDXIED w/ 1835 2145 SCREWS AND (1)1/2"D A.T.R. EPDXIED wl 1510 1835 MASONRY SIMPSON "SET" (SEE NOTE 94) SIMPSON "5ET" (SEE NOTE #4) HTT5 w/ (26) 16d x2 1/2" NAILS AND (1) 518" 8 HTT45 w/ (26) 1Gd x2112" NAILSAND (1) O FRAME TO A.T.R. EPDXIED w/ SIMPSON "SET" 4375 5090 518"8 A.T.R. EPDXIED w/ SIMPSON "SET" 5005 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) HTT4 w/ (18) 16d x2 1/2" NAILS AND (1) 518" B HTT45 w/ (18) 16d x2 1/2" NAILS AND (1) O FRAME TO A.T.R. EPDXIED w/ SIMPSON "SET" 3640 4235 518"8 A.T.R. EPDXIED wl SIMPSON "SET" 4160 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) O FRAME TO H105 w/ (24) 10d x1 12" NAILS 785 910 LUGT1 w/ (23) 8d x1 1/2" NAILS 875 1046 FRAME TO HM9KT wl (4)1/4"A 112" SDS WOOD 760 7fiD RT16M wl (9) 1 Od x 1 1/2" NAILS & 1395 1395 OFRAME MASONRY SCREWS & (5) 1/4'SX2 1/4" TAPCONS (4) 1/4"x 1 314" TAPCONS VGTwl (16)1/4-xY SDS WOOD SCREWS & OMASONRY FRAME To (1) 5/8"2 A.T.R. EPDXIED w/ SIMPSON "SET" 3555 4940 w/ 12" MIN. EMBEDMENT (2) VGT wl (32) 1/4-0" SDS WOOD SCREWS O FRAME TO & (2) 6/8"8 A.T.R, EPDXIED w/ SIMPSON 5170 7185 MASONRY "SET" wl 12" MIN, EMBEDMENT FRAME TO VGTwl (10) 1/4"x3" SDS WOOD SCREWS & MUOT15w/ (22) 1Od NAILS & HTT45 wl (18) 4160 O FRAME HDU4-SDS2.6 w/ (10) 1/4"x21/2" SDS WOOD 3285 4565 1Od NAILS & (1) 5/8" 6 A.T.R. SCREWS & (1) 5/8" 2 A.T.R. FRAME TO (2) HTTS w/ (52) 1 6d"x2 1/2" NAILS & 4375 5090 (2) HTT45 wl (52) 16d"x212" NAILS 5005 O FRAME (1) 5/8" 8 A.T.R. (SEE NOTE #4) & (1) 5/8"0 A.T.R, (SEE NOTE #4) 1. CONNECTALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAMS w/(2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2"x4" TO TRUSS VERTICAL WEB w/(2) ROWS OF 10d NAILS @ 3" O.C. STAGGERED 5. 12" MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w/ 4'-D" 2x SYP #2 (MATCH CHORD LUMBER SIZE) w/ (2) ROWS 10d 0 4" FROM END & 4" O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE, OMINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS! LINTELS/ ICF WALLS LINO ON PLAN 2. CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB12/S3A FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. w/ (2) AT EACH CORNER. G-C. TO VERIFY LOCATION DOES NOT CONFLICT wrrJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS wl (2) 12d TONAILS BO MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM OMINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIORIEXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) SEE [RSH] SCHEDULE THIS SHEET 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1.1 NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST I -METAL DRIP EDGE C.M.U. OR ICF WALL _o/ 2 x SUB -FASCIA SEE TYP. WALL -ALUM FASCIA SECTION 2x BLOCKING NAILED 2x2 42 P.T. MIN. FASTENED TO TOP CHORD OF EVERY PER NOTE 2 BELOW. OTHER TRUSS w/ (3) CONY 2 x 4 NAILED TO 12d NAILS, TYP. (* *) (* * *) BLOCKING w/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ OA48Hx31/," AT 16"O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAION DETAILS (**) ALUMINUM SOFFITS > 1'A" BLOCKING RE9UIRED. (***) VINYL SOFFITS > 1'-0" SHALL HAVE FOR SOFFITS < 1'A" MID BLOCKING NOT RI_QUIRED MID BLOCKING PER RT04.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4" = V-0" Ei V � 00 ti '0 n'v III c0 1­ OD LO 00 I`_ r as c W a O (0 4k *k 4k AWE 0 08 dC51 LLLL LPL -1 C. z3m'0" Lo W er r_- W 00,6 , 1 Gamma l a Tvry�. �c W W `E •• Y 4i - Li 4 O y�o`a zz cd'a Z Y 13 cm ° O._3 1 I-N O W W.�y� Illw- m J v a a O In z Q = U y m maao� W U J CA ° WWW.FDSENG.COM F1 ❑ 0 z - 0 CD z 04 , Z N 0 � 1 � � a �V f to rT ft 04 Q1 I cn o � iv Laos OLU Ofe V) m _jm m U mN E ad:ri R ~ 00 V L ai 0) O CA I " U 0cn I (Nonon #Qm /< di 1 S HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 1 zO LO W � ((Y) N I- U to CL 0 Ld Z) m � LO 0 U_ J 00 (n 0 viModel Name / Number: 1780 viPlan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER; 21-6352 Sheet: 67 Of: TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T-S SR01 I SECTION AT SHED ROOF 3/4" 1'-0" GE21 SECTION @ DUTCH GABLE 3/4" = 1'-O" LINTEL BEAM: +' 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT 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 #5 0 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 tiT T� r vti , MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - 1Od X 1 112 / SIP OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x 42 SYP/SPF P.T. W/ (3) 1/2" X 8" - ' BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" Hill TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO -41 MS03 N.T.S. 11A 11 f,/Yalll\/ /'�l\al AiC/1T1!\xl IICTAII #5 REINF. BAR #5 STD. 90° HOOK SCALE: 1 * GRADE 40 U.N.O. 20" MIN. LAP 43 OR #4 REINFORCING BAR *3 & #4 1 AP RP I . 25" MIN. LAP #5 REINFORCING BAR WS 1 AP SP I -F 36" MIN. LAP #6 REINFORCING BAR 96 LAp SPLICE ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 24/4" 12' O.C. 1 2 x 6 1/4" X 23A" 12" O.C. 2 2 X 8 1/4" X 23/4" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, 'PRECAST ' :LINTEL � I (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN I i FASTEN FT 2X NAILER TO MASONRY I I I I 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 LINTELI as AS NEEDED FOR TRANSOM HEIGHT l ,.L., ..,.t.. n... ....... TRANSOM OPENING - FRAME INFILL + �•� AROUND WINDOW BY BUILDER SEE •� WFO1 FOR MORE INFO •` � 9 i (2) 2X8 WOOD HEADER i TURNED SIDE. WAY ; ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER 0 EA. END. USING (6) 3/16' DIA. X 13/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/10d STAGGERED @ 6" O,C. OPENING MS07 LINTELS AT ENTRY DOOR w/ TRANSOM SIMPSON SP2'S TOP AND BOlOd NAILS E @ EACHH STT UD 2X4SPFAT 16" O.C. USP LSTA30 W/ 22/10d NAILS 2X8 P.T. W/ Y4"X3" TAPCONS @ W O.C, IN MASONRY OR 10d NAILS 0 6" O.C. IN WOOD. SEE PLAN FOR HEADER REFERENCE DETAIL I I VIFO2 TF RADIUS 1 I I / OPENING REQUIRED I I I I TRANSOM OPENING I I I ARCHED OR FLAT I I I -2x4 SPF AT I 22x4SPF I I I - 16" O.C. - /SILL PLATE I I I ----mil--I - U I II La SIMPSON SPt W1 8)-10d NAILS @ BOT AND USP SPT24 W/ 12-10d NAILS @ SILL DOOR OPENING 2-2x4 SPF TOP PLATE F.C. EACH SIDE SEE PLAN SIMPSON LSTA30 w/11-10d TO PLATE & 11-10d TO COLUMN LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR:1780 B w/ 3 Car Garage STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (#, PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 3t-6" 6113 125 3524 50 $F16 1B / 1T 2 4'-4" REC 5206 125 2362 50 8RF14 -1B / 1T 3 4'-6" 6113 776 2707 474 81`1E - 1B / 1T 4 4'-8" REC 4567 1666 1797 1395 8RF14 -1B / 1T 5 6'41 3480 125 1868 50 81`16 -1B J 1T 6 9'-0" 1245 172 708 131 8F12 - 113 / 1T 7 13'-0" 755 193 386 98 8F12 -1B / 1T g 1T-4" 950 168 405 105 8F16 1B / 1T (min.) 9 9'-4" 1843 772 1136 408 ` 8F16 - 1B J 1T (min.) _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ — — — _ I I I 1 I I I I j/K^ ^/ I I I I Y I I ! I I I I I I i I 1 I 1 I ! I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 7 1 1 I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I 1 I I I 1 I I 1 I I 1 I I 1 I I I 1 I I I I 1 1 I I I I I 1 I I I I I I I I I I i 1 I I I 1 1 I F— i — — — — — — — — — — — — — Ir — — — — — — — — — — -- 02 I I I 1 I I I i 1 1 I I I SIMPSON A34 W/ (8)-8d X 1 1/2 NAILS @ TOP & BOTTOM OF HEADER I 03 4x4 MIN, OR BUILT-UP COLUMN EA, 2X4 NAKED w/10d @ 8" D.C. SIMPSON MSTAM36 MAY BE USED W/ (8) 1/4"X2 114" TITENS & 10-10d NAILS. P.T, SILL PLATE W/ I/z"x6" ANCHOR BOLT 32" D.C. BASE PLATE DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM SIMPSON A34 W/ (9) 8d X 1 1/2 NAILS OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE NOTED. WFO8 LI NTELS AT ENTRY DOOR w/TRANSOM N.T.S. FORM & GROUT SOLID BAR CONT. I I I I 1 I I I ' 1 I I I I I ! 1 I I i I I I i I I I 1 I I I 1 I I 1 I I 1 I 1 I I I I ! I i I I I 1 1 I I 1 1 1 1 1 I ! I I I ! I I I I I I I 1 I I I 1 I 1 I 1 I 1 I I I I ! ! 1 I I I I ! I I I I I I I 1 ! 1 I I I I i I I I I 1 1 I 1 V I I I I 1 1 I 1 1 I 1 1 I I 1 I I I 1 I I I I I ! I I 1 I I I 1 I I I I I I I I 1 I I i I I 1 I ------------------------------ I I I I I I I I I 1 I I 1 I ! I I I I I I I I I I I I I I I I I I I I 1 I I I 1 1 I 1 1 1 I I 1 1 1 1 I I I 1 i I 1 I 1 I 1 ! I ! I I ! 1 I I i ! I 1 ! I 1 I ! I I I I I I I I 1 ! I 3 ! 1 I I I I I I 1 1 I I I I I 1 1 ! 1 I f 1 I 1 I I I 1 I I I 1 1 1 I 1 I I I I 1 I I I I I I I 1 I J I 1 I I I 1 1 I I I I 1 I I I I I I 1 I I I 1 1 I I s 1 --------------- ------------ ^-- -- --- --- -- ------- - ----- ------ 09 R111185 12'° LINTEL DETAIL 3/4" =1'-0' LINTEL PLAN SCALE: 1/4" = 1'-0" ELEVATION "Big GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O, 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BE AIRING EA, END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN'32" HAS A GREATER CAPACITY AND THEREFORE 15 ADEQUATE FOR THE li GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, FRO-CRETE F= FILLED WITH GROUT / U - UNFILLED 85 REBAR AT TOP R - RECESSED MIN_ (1) REQ'D QTY. OF #5 CLEAR REBAR BOTTDM OF LINTEL CAVITY TOP KNOCK.OLT LINTEL BLOCK 8 F16-1 B/ 1T COURSE �o z [QUANTITY GROUT OMINAL OF WIDTH #5 REBAR AT *5 REBAR AT TOP " p, BOTTOM OF NOMINAL o 011 LINTEL CAVITY HEIGHT --BOTTOM REINFORCING 75 8"ACTUAL PROVIDED IN LINTEL (VARIES) TYPE DESIGNATION 8" NOMINAL WIDTH GE ERAL CONCRETE LINTEL MATS (;FNFRAI INSTAI I ATION NOTES 1. f'c precast lintels = 3EDO psi. 1. Provide full mortar hoed and bed joints. 2. f'c prestressed lintels = 6000 psi. 2. Shore filled lintels as required. 3. grouted per ASTM C476 f'g = 3000 psi w/ 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. maximum 3/8" aggregate and 8" to 11• slump. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate S. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. minimum net area compressive strength = 7000 psi. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17' 4" and 6. Rehar per ASTM A615 Grade 60. longer with a nominal height of 8' meet or exceed L/180. Prestressing strand per ASTM A41-6 grade 6. Bottom field added rebar to be located at the bottom of the :Intel cavity. 7. 270 !ow relaxation. 7. 7/32" diameter wire stirrups we welded to the bottom stee-, for mechanical anchorage. 7/32 wire per ASTM A510. 8. Cast-implace concrete may be provided In composite lintel In lieu of concrete B. Mortar per ASTM C270 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 31B and ACI 530 10. Florida Product Approval No.1.58.1 11. The exterior surface of lintels Installed In exterior concrete masonry walls shag have seceding of stucco applied in accordance with ASTM C-926 cr other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads ahoud be checked for combine leading with the following equation: Applied vertical load + Applied horizontal load < 10 Safe vertical load Safe horizontal load — 8RF6-OB/1T 8F8-OB/1T O O O O El 8RF1418/1T 8F16-1B/1T © r-� O O �J O 8F20-1B/1T 0 41B/1T 8RF22-18/1T 8 OU-O O 8F2818/1T o O 0 8F32 1B/1T 1 1 R PRECAST "U" LINTEL w/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED FREINFORCEMENT HURRICANE n n n 10" /—STD.90 HOOK ANCHORS 11 11 LI unnv (1 YP.I -'--► ... j- od a Intl in CV J REBAR ON BOTH SIDES STD. 90 DEGREE—v ANGLE 3000 P.S.I. OF OPENING U,N.O. GQll W/1 #5 DIA --- — Ri FIAR gill PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS 6' 6'° AND LARGEl —� 8"x8"x16" CMU U.N.O. Ir —_ SEE UNDATION PLAN L SEE FOUNDATION FOR L'OCATIDNS PLAN 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P,S.I, CONC. W/1 #5 DIA. REBAR NDICATES FILLED ;ELL FROM li TO 3EAM WITH 1 #5 3AR MIN. ycoW O N W LO E w n �uicm H er 0[- 00 a 0 � ; oQ' pit i �` M pa6n #k *k 4# LLi LLLL LLLL co W 8" N y 0CAI W °�LLaW c r rn Y y G�_ �` ���13 ) — .-I D w 3 � � W c 0 g _= �yCN W H "I WLo��°U Z cv C m m d oU 0Q da �, v = � �Nw�� W H w i o WWW,FDSENG.COM ❑ ❑ ❑ 0 � — c+7 O ED z Q 0 N -O � -- Z to to � (NI f i V�ry)� VI m V.e' 4-°u u7 ti C yell Z gym ' U w N E s O O s f— C 00 C �� Lv Q COY to N 0 AWA\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rDIVISION LOCATION: PORT ST. LUCIE ® Job Information: O Issass- C e-I Ln LU C) //// �f M O Q) TH e e J v O) _ ®J W U) (± J LC7 LL ® Model Name / Number: • TYP. DOWEL 25" ® Plan Issue Date: MIN. LAP (ACI 530) Wednesday, June 23, 2021 V KA PROJECT NUMBER: 21-6352 Sheet: Of; MS01 I BLOCK WALL REINFORCEMENT N.T.S. LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) %2'x5" SEE FLOOR PLAN WEDGE ANCHOR O FOR BEAM SPEC. OVERHEAD SECTIONAL ° DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. ''` '��'''• '�`• (5) 1/2" DIA, x 8" 1/2" X 8" A.B. W/2" o a n "J" BOLTS WASHERS SET IN o �' FILLED CELL W/ #5 TYP. FILLED CELL a n MIN. 5 PER JAMB. VERTICAL o SECTIONAL n o OVERHEAD DOOR CONT. o WOOD P.T. #2 � SYP 2„ X 6" - r.', ., TRIM °o r • :;a�;.:;: .•:: • 2"x6" P.T. WOOD JAMB `f •� �.� y DOOR AND CONNECTION PER f GARAGE DOOR MANUFACTURER GARAGE SLAB TYP, GARAGE DOOR TRACK MOUNTING DETAIL 01 NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS Ts DETAIL - UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT I N.T.S. FcD2JLJENTRY CMU COLUMN/BEAM N.T.S. H �__y t o e n ei CO Ih 'C C W.6V w (D ti MW --p _ LO oo r b(n W I.L LL cc rn 1- i5 d m ^t u4 22 r W o 3 y W 'n BLOWN IN R-30 INSULATION PER FBC mrf L.L o d f o 0 3 4 p o g AND ENERGY FORM SUBMITTED WITH v r 3� 0 3 PERMIT APPLICATION PROVIDE BAFFLES " °, _ n m ro O m AT EAVES (FOR VENTED ATTICS) 12 L, m 3 d N w o H s' ` "�' J d FIBERGLASS SHINGLES OR cd, " 0 O ° o SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT a 8 4 & w W J z t � PER FBCR 905.1.1 OVER APA www.r�ServG.cOn+ 0 PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- U r TRUSSES @ 24" 0 C [RSH] - ON FRAMING SHT. FOR SHT'G & FASTENERS. z g TRUSS ANCHOR (SEE PLAN) PLAN z Q SEE FOR • -% ) � BRG. HT. a .. 1/2" DRYWALL FELT PAPER OR • • ' ETAL DRIP EDGE U) M z r— TRUSS PLATE ' 2X SUSFASCIA (TYP.) FRAME FOR BUILT-UP t/`1 (D ro ICUcr) 3/4" P.T. NAILER ' � _0 SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR W 1/2" DRYWALL NS 44 w/ 2x4 POST UNDER EA o CURTAIN NAILER % 8�8 x 16 K.o. �� 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4 " FOR SHEATHING NAILED w/ Sd NAILS @ 6" ? 1 x 4 P.T. @ WINDOWS LINTEL BLOCK 1 x 8 P.T. @ S.G.D. O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C.0Cm ~ h H 3000 PSI CONCRETE N SEE ELEV. (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- OO NERS FOR NON LOAD I�i� -�' U — N E 0 Aww> PRECAST "U" LINTEL w SEE SCHEDULE ;j 01j \0° ° ° \ BEARING SIDES NAILED — °D JA ° �. ° w ��, w/ 16d NAILS @ 8" O.C. U o� , J \ QO \ V �. S Q N too O , 1/2" x 8" J-BOLTS \ 1/ LT A CENTERED \ (TYP.)4 COURSE HIGH A.F.F. DAMS HOMES SIDE w/2" WASHERS \ , CMU BASE FILLED w/ CONC ell (TYP.) w/ (4) VERTICAL RENF w/ NOTE: 44" MAX. SILL HGT, ON rl� FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE N0. CRC1330146 ALL BEDROOM WINDOWS. ri h REBA W/ 30CATSONS PLAN Al -Al OF COLUMN 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 r" SHOWN ON FOUNDATION &FLOOR PLANS u DIVISION LOCATION: u SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E ' w/11-10d TO BEAM FOR BEAM SPEC. & TO FRAME BELOW V Job Information: r te.;h" VINYL FRAMED WINDOW ell W/ SCREEN WINDOW STOOL ! PER SPECS PRECAST CONC SILL N 1 I ° PAPER BACKED FOIL R-4.1 • INSULATION AT CMU BLOCK WALL PER FBC AND ENERGY FORM 1 EXTERIOR FINISH - WITH PERMIT (SEE ELEVATIONS) Z LO APPLICATION APPLICATION O 0) 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" w ;n + M O BASE NAILER EXTEND (ACI 530)ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 I ' Al Al BUILT-UP CORNER MIN (3) 2x4 > �t m 0 WOOD BASE- ON FOUNDATION PLAN w/10-10d TO COLUMN ° OR 4x4 POST w/ 2x4 UNDER POST ' ' ' ' -' a) U a SEE FOUNDATION PLAN FOR o � EACH END OF BEAM ' ° �"" m � SLAB INFORMATION TOP OF SLAB NOTE: ' 2 X 4 P.T. PLATE ti j LO BOTTOM STRAPS MUST BE z V1 Model Name / Number: INSTALLED ON INSIDE OF GRADE. , COLUMN. DO NOT BE .� • �,,a'�' Ttp a du q STRAPS UNDER PLATE. '�.Q �'-'?o ° 1780 E T o PLACE STRAPS IN FILL Plan Issue Date: SEE PLAN FOR - CELLS w/#5 REBAR (TYP.)4 COURSE HIGH CMU BASE RE BAR QUANTITIES ^' . , ., ��, ° �- �; . • >- ° FILLED w/ CONC - SEE PLAN FOR ° •, �'°� ° SIZE. TOP OF COLUMN BASE - Wednesday, June 23, 2021 y' VI KA PROJECT NUMBER: , �' • a ° • d ° 2'-0" AFF SEE PLAN , SEE FOUNDATION PLAN e- 21-6352 a NOTE: DETAIL CJ21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: S=2 Of: DETAIL - UNLESS NOTED OTHERWISE TYPICAL FRAMING WS01 TYPICAL WALL SECTION - 8" CMU 3/4" 1,-0.. CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. DETAILS N M fb �o 0 � W W (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ID - 0INTO EACH OUTSIDE")OR EQUAL (D = 0 162". L NTO HOUTSIDE F/,CE) 3-1/2") OR EQUAL NOTES' 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG OPPOSITE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN • : ` 1 1/2" CONTACT FOR FOR FURTHER INSTRUCTIONS FILL 1ST. 4 COURSES SOLID W/ GROUT. (NO REINFORCEMENT REQUIRED; 1� F.F. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D] PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) 2x4 STUDS IV PER PLAN -- 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. — SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W/ 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED TOP PLATE TRANSITION PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 2 ROWS 12d @ 3" O.C. OUBLE 2x4 TOP PLATE 48~tiiil, 2x8 STUDS-', PER PLAN (SIM. w/ 2x6 STUDS) BLE 12d r-TOP SPLICE 2 ROWS 12d @ 3" O.C. ��/(! OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. 13OT70M SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4" = 1'-0'. * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION 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) 101-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" W/ SIMPSON SP2 T TOP AND BOTTOM * WHEN STUD LEN IS LESS THAN 12" LSTA30 STRAPS A - STUD WRAPPED 0 TOP PLATE & NAIL TO HEADER EACH FILL ALL HOLES It` STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x CRIPPLE STI TYPICAL (U. �Ir * HOLD DOWN 1 NOT REQUIRE WALLS WITH( HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER )OUBLE 2 x #2 i.Y.P. HEADER W/ L/2" FLITCH PLATE dEADER. (U.N.O.) =ILLING AND BLOCKING AS 1EQUIRED FASTENED TO -IEADER W/(2) ROWS DF 12d @ 16" O/C UNLESS VOTED OTHERWISE i x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL 7 N.T.S. REV m6.'.x c 5 ZZ r> CN =4 41 kA94�1 'b' i+ cw ((o ILo m LWm Lo c o .3 .� §�� t': ri �J�kI '4k t`8 y c O N 0�1 Il IJI. IJL go W n;�m�a`, �zinNao W D_ Lui Y LLJ UJ LCQa Z O Y �v � NO 3 H W �,5ti4) 0 0 W mt N m 3,1. ,t�n1 is no J J c 3�° g N G m {¢- �Ed9 n.y�;u U fA I° .N WWW.FDSENG.COM ❑ I] m own zz 0 zz 0 0 � ,o Q " Q a. m C4 —ff) z r- N (!I VI m W^{-^� J ci) W W OO 0 � ' 0 w � UIk94 m N E U m o c _ a)c Q 4 o C w a n A ww C" l.,i ^ IILM r 412 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: FJob PORT ST. LUCIE Information: 0 z �Lo s` Lo Wcis m Nzl_ rI coo �0. 0 tLo Qj z co o OJWZD Lo L° r_I m U) U) Model Name / Number: 1780 ♦ I Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6352 Sheet: S-3 Of; MS18 RETROFIT WALL OVERHANG DETAIL I N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - TO BE LESS THAN OR EQUAL TO 450 MINIMUM 2"x4" ! ' CROSS BRACING ,ter (SEE PLAN FOR LOCATION)BLOCKING 00 (3) 12d , PER JOINT ` CONTINUOUS LATERAL BRACING- t NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP W/ (3) 12d @ EACH TRUSS WEB T11301 TYPICAL CROSS BRACING DETAIL N•T.S- T11302 TYPICAL CROSS BRACING DETAIL N.T.s. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD f<, „ N TYP. }~ + A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP q _ _ _ _ _ _ TRUCTURAL PACE G.T. SHEATHING c ADD 2X4 ALONGSIDE — RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSE 12d NAILS @ 6" O.C. 01 MAX 24" SPAN (EITHER TSIDE X OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d v o ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SYP TRUSS BRACING * SPACED AT 10'-0" MAX 3 04 to Ln a w 00 � SEE PLAN Was 00 1- 8.@ � m * * Q t cv I J J --i - � U g d m u LL_ 2X4 BLOCKING t € ap � H }a�°cz W �yN~� W a "$��;m �v�moo a M BETWEEN TRUSSES HIP v a d S �i Y o a �`Q' s CL Uj L J U �iFQT...A-A C LL c'I U LA �Y�jj q�1 y 2 � O _ � ° i� N � .v' IY Ul g 41 . J TB03 HIP / RIDGEBLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.s. 0'1Y w�rma illy ygT°�o, �'cv E d U a WWW.R)SENG.COM� ❑ ❑ ❑ — o z � Z oN ,o TRUSS NOTE a 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1.2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT Z M I r BRACING IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANYLL J CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT ANY ONE TRUSS. w ~ EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ALL 2 M 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. _ •'•" LATERAL 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED WJ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT (� w 4ll4El ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. = C M M CO ~ J CO SEE TYP. TRUSS BLOCKING DETAILS Lu f0 N p Lu SHEATHING 4--0'Z 7 :..�• 0 .. 3 TO 4 TRUSS 2x4 AS SHOWN 00 0 � ALTERNATE TRUSS SPACES DIRECTIONQ ssm N o RUS /�y �•"A DAMS VERTICAL SCAB 2X8 #2 SPF 48" O.C.° SEE (2)-12 NAILS W/ (4) 12d TOP &BOTTOM OR H5 SECTION FTRUSS TO EA TRUSS FLORIDA CONTRACTORS LICENSE N0. 1 OR HCLR/LL IN PLACE OF (4) SOD B B r REQUIRED @AFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY ••�• SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OUBLE TOP DOUBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG. TRUSS SECTION B-B VARIES w ROOF 2x STUD WALL SEE PLAN SLOPE .\ PORT ST. LUCIE /• v Job Information: CONV. FRAMED RIDGE \ / \ MAYBE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING \ (4)12d WHENIT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES TRUSS NEXT 2X8 BILKING, NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ \ / B \ 2x4 SPF BRACE / \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY AFTER rd \ \ ALTERNATE DIRECTION SHEATHIN \ \ \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) r C � @ EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X3-1/2" TRUSSES L17 O ALTERNATING DB WOOD SCREW EACH TRUSS OR HS @ 48" O.C- / / SEE PLAN / / i N m N BLOCKING PRE-ENG. TRUSS cc CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / / / ■ ■ ■ ■ ' J N 0- \ \ SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ B CO v v, LO ILL 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2X8 42 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS @ 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING J VI Model Name / Number: AT 8'-0" EACH END MAX TRUSS 2x6 RAFTERS @ 2'-0"O.C. \ A / BETWEEN TRUSSES V MAX. W/ (3) 12d COMMON X @ 24" O.C. MAX.w/ TOENAILS TO RIDGE BEAM WALL BELOW 2X4 AFTERS FOR SPANS LESS THAN \ / \ 3 12d EA. END TYP.) / •\ ( ) ( �Q .qi. VO (SEE PLANS FOR TYPE) 4 FT @ 2'-0" D.C. MAX W / (3) IOD SEE PLAN coNc. MAsoNRY 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM Plan Issue Date: T & 8 CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Wednesday, June 23, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 216352 2X4 S.Y.P. @ 16" O.C. Sheet: SA Of: ROOF FRAMING TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. T11315 EXTERIOR NON -BEARING WALL DETAIL N.T.S. AND BRACING DETAILS N1 C no THERMA-TRU INSTALLATION����������������� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/1611 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. SPAC EVEN MW 6" 6" SINGLE DOOR 311 SPA EVE I. SINGLE DOOR W SIDELITE r,„ 6„ 3„ 0 tD 3„ 3„ 3" 3n 3" 3" 3 3" 3" r, 3 roll DOUBLE DOOR W/ SIDELITES 'PACE :VENT Y 91 m SINGLE DOOR W/ SIDELITES -1r, F;" J J I n E 6, 3v �jn Gn DOUBLE DOOR LOCATION OF BARRIER TO BE 17-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED O c� 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB Z I ®II-"11"°I — IN, lit" II I l d 1r - Ir 1 16" MIN. DIAMETER 0 z !°~ CONCRETE FOOTING PROTECTION BARRIER DETA N.T.S. S $„ 8„ S„ 81. 8„ 11 --------------------------------------.....---- FChdge • ° SEALANT LI. NAIL SHINGLES W/ 110R 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. f vl`cK ' Line valley by centering �oo�o 'aa�eS 36" wide - F`''arObSe 2s s erlainTeedWinerGuarp. >r .sad O i terproofirg S Ingle /e`TSfo/jrj'9peyW 5hde etfi ` nderlayment or Z2,� \ Uoaet\aYt" A" aP Ed@e qukivalent dir to G°orae UfSe GO"Ose 6 AV p0^ gto �dCourre vfs Rake ' `� Drlpal o not nail within Embed each shingle Edge 2 valley centerline In a 2" wide strip of asp♦talt raging cemerr.. ��. � Cut 2" � dla onall off upper Save 7" or er ofyt1nmedI pieces to use in 5thtourn 7^ Cut shingles 2" back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS)— L VERTICAL WALL AT ENTRY NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, ASPHALT BASED SEALANT APPLIED TEXTURED, PAINTED BEHIND FLASHING ETTER, WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE W X 6' H GALV. VERTICAL RISE OF FLASHING FLASHING CONT. AT KNEEWALL PLASTER ST SEALANT ROOF SHINGLES 6" X 6" H GALV. FLASHING CONT. _ ro FLASHING DETAILS 6" HORIZ. FLASHING DETAIL AT CRICKET Z KN EEWALL INTERSECTION SPACE EVENLY INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW o =' AND/OR SGD FRAME MIN.) GLUE STRIPX. w/ ADHESIVE SEALANT & SCREW w/ 3/16" a' x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK ,r 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 o _ 1/2" DRYWALL .„ Extend the shingles over the rake and eaves about 1/2" if drip edge is used, or about 3/4" if no drip edge Is used. FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY .' JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING aY CITHER5 CAULK BETWEEN FIGS &SHEATH -I EXTERIOR FINrSH OY OTHERS I""ERETER'. �GAVLK SY OTHERS O.A. WIN00W HEIGHT E ` $ TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R905.2.8.5 DRIP EDGE. PROVIDE URIP EDGE AT EAVES AND GABLES OH SHINGLE ROOFS. OVERLAP TO UE A MINIMUM OF3in (76crrJ. EAVE DRIP EDGES SHALL EXTEND %in BELOW SHEATHING AND EXTEND BACK ON THE I, ROOF A MINIMUM OF tin, DRII EDGE AT EAVES SHAL'- BE PERMITTED TO BE '.NSTALLED EITHER OVER OR UNDER THE UNDFRLAYMFNT. 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 FASTCNCU A MAXIMUM OF 12r ON CENTER. WHERE THE Vasil AS DETERMINED IN ACCORANCE WI-H SECTION R301.2.1.3 !S 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 rrm), DRIP EDGES SHALL BE MFGHANICALLY FASTENED A MAXIMUM OF4INCHES ON CENTER Mardmum Fastener Spadng (lambs, Head and Sill) A„ ■„ fl,. n., , Screws Mounting_. r:Xterior Fixed I i View Window of � Wall Framing; #2 5pruce/Rine/fir Or Better � Silicone zi10x1.172,. Screw Minimum Penetration "3/8" Glazing Bead" C ross Section View Y.. Mnimum Silicone E#erior Sheathing note: we strongtyrecommenorhe use ornasntng and/ornasnmg tapesenaslu pans asatatea m A5TM E r111-01. however, cue ro varlat/on to codes and buAdIng types, It /s left up to the end user to determ/ne the proper Installation of these Items. L? ,, TC 7I .- n -_? .°off -... C €are nsta, inc wear r, ndow, the b. bhle wrap may be peed bask for inspection., NA pL..e iC tiIlck thy, wan to protest the blocs frrsi n sualmes and vier d2 ,aye lnt i oanst ,,.,*.o, is co .ph-te, Step 1 Measure to be sure the opening is 3/8" to 112 larger than the window size both vertically and horizontally, You may wish to pre -drill the installation holes in the An at this time. the holes to ore mounffiV Bn as e!enot rlCtiSSdnyl Step 2 Apply a generous bead of silicone to the bacWde of the mounting On. Use enough silicone to suffidenty fill all voids between the fin and the wall sheathe . Step 3 Insert the window Into the opening from the outside. The window 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 plumb in the opening. Shims should be installed under the sill every 2 feet. The window should be basically centered in the opening with no more than I/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 each end of the head, sill and both jambs. Step 6 Install the remaining fasteners In 8" increments from the comer screws to the center of each frame member. Use care not to over - tighten the screws and pull them through the On. Also, make sure the screws go in straight and do not cause the frame to bow. Wall framing should be a minimum of #2 Spruce/Pine/Fir. Fasteners should be #10 screws of suffident length to achieve 1-3/8" Lenetration into the wall and no less than 1/2" from edge of framing. Fastener Guantties needed in each side of flame to achieve 8" soadnd Number of Fasteners 1 2 1 3 1 4 1 5 1 fi 1 7 1 8 1 9 1 30 1 11 1 12 1 13 Step 7 Remove excess sllkone "squeeze our from around the On and Inspect for holes or voids. Use silicone to fill any Voids. Step 8 If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, drys must be the NON 0YPAA,10fNG TYPE rtiA,Nt Step 9 Since these windows are typically used in moms With high moisture, ie; bathrooms, it is recommended that the interior gap between the window and wall framing also be sealed with sitioDre and tooled so as not to interfere with the installation of wallboard, the or trim, Step SO Once all construction Is complete, remove the bubble wrap from the inside and outside of the window. If necessary, dean the Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: 1st Choice DADS COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL30310.1 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 COUNTY APP. Products, Inc. I "Off -rid e vent" 1" FROM EDGE AND 4" O.C. TYPICAL MAX. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R9 PRODUCTS LLC ITAMIKO #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16x7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "J" BOLTS FL16546.8 2nd Choice +30.0/-32.0 CLOPAY 8 X 7 FL15279.84 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.12 +67.0/-67.0 THERMA TRU-CORP. SOLID FL20461.1 0013 FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS 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 PLAT PRORU FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 Alum. reinforced n MI WINDOWS & DOORS SERIES 440 SGD 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, 1 A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF FOR INSTALLATION OTN THROROVIDDEUGH 2x 5/8" MIN. EMBED. INTO BUCK USE #8 WOOD SCREW D BUCK. FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS Single Hung SUFFIENT LENGTH TO ACHIEVE 11/2" INCH MINIMUM EMBEDMENT FL17676.2 (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE 11/4 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/ 50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R6 WITH MIN. 11/4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 15t Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction of length FL16503.4 R5 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard win)" staples solid 144 vented -145 FL12i94.2 Hurricane Panels: 1st Choice Dade County App. ALL AMERICAN SHUTTER & GLASS 24" Ga. Storm Panels 24 GA. STORM PANELS FL16293 R3 I have reviewed the above components of cladding and have approve(i their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: R. # 87864. Name: Certification Number: N C N P„ _ 0(�J `r 0 a cLu � UL Co r 00 . , ia N LO OD ti oc DS�o �8jo o ��� ��NI:a w d EVE M4 y a. LLI Y LL lL Y C J p p i1 0 O w �L,v_°i W pm I O SO J corn $ N WIL Woo 2 Q ¢ Q SEa� n cv O aa, % o, -Z �e § ° w.y ❑ 171 ❑ WWVd.FDSENG.COM c� z o Z N O Co 5 .3CN 0 — V-1 Z N M70"� AVE to c� m �W� w c !i ca m f— J m t C5 U C E m �00 .�' 00 U 0o L0 �, Q N O o0.0 DAMS ,HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: 0 Z to to L1J 0 > It r-I N ::5 Ve F-- � L) a - w� OEn W VJ Model Name / Number: 1780 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6352 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH /� RESISTIVE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING � TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweather-resistant Include flashing described in Section R703.4. envelope shall as WINDOW UNIT _WEATHER RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and cons BARRIER TAPE `� EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SLOPE 0,3 in : 12.0 in SELF ADHERED FLASHING accumulation of water within the wall assembly by providing a water-resistant barrier required by Section R703.2 and a means of draining to the exterior water that pen OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier, One layer of No. 15 asphalt felt, tree from holes an for Type 1 felt or other approved water -resistive barrier shall be applied over studs Iasveuai=owi„oawl OR EQUAL WEATHER PROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped over the lower joints occur, felt shall be lapped not less than 6 inches. Other approved materials WEATHER EXTERIOR SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The NoAS asphalt PESISITIVE CEMT. FIN. PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations BARRIER SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In S UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required SELF -ADHERED FLASHING applied over wood -based sheathing, shall include awater-resistive vapor -permeable WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed i Detail Instructions provides a separate continuous plane and any flashing (installed In accordance with HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up &temporarily secure weather RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above header to 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 2. Self -adhered flashing plus head flashing under weather resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers Grade D paper and is separated from the stucco by greater than that of designed absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 O 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's corrosion resistant. Fluid -applied membranes used as flashing shall be applied in a Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING WINDOW WPM SELF -ADHERED FLASHING /� P O2 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER W P03 scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water to the building framing components. Self -adhered membranes use FLANGED EXTERIOR DOOR WITH DECK - SECTION A V V 5. Remove all release paper per standard installation instructions and water structural FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711, All exterior fenestration products shall be sealed at the juncture with 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 RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied EXTERIOR SHEATHING 3/4"-1 "BEAD OF CONSTR. RUBBERIZED ADHESIVE ASPHALT 6. Fold as Shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surfs EXTERIOR SHEATHING -� ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit g y y' j g g g y flashings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WP01) tight to corner 8. Mechanically fasten a5 necessary 1.Exterior window and door openings. Flashing at exterior window and door openings LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 70 COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior •` in accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, I 6 �``o (BEFORE FOLDING, SCORE RELEASE PAPER TOEXPOSE1.1 ADHESIVE AS SHOWN) The fenestration manufacturer's installation and flashing instructions, or FLASHING VERTICALLY FROM ' fenestration manufacturer's Instructions In accordance with the flashing BOTTOM OF instructions or details are not provided, pan flashing shall be installed at THRESHOLD MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water s a the water resistive barrier for subsequent drainage. Openings using pan flashing SECTION A NECESSARY IN CORNERS THROUGH at the head and sides. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design 1.3 In accordance with other approved methods. SELF -ADHERED //^^''\\ 7..41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 25 WDMA 300 FMA/AAMA/WDMA 400. FLASHING U�' 2 or x 5 2. At the intersection of chimneys or other masonry construction with frame or s SELF -ADHERED FLASHING projecting lips on both sides under stucco copings. NAILING FLANGE 1 4 2 1 6 3. Under and at the ends of masonry, wood or metal copings and sills. SEAL TOPS OF JOISTS 4. Continuously above all projecting wood trim. DO NOT FLASH OVER 8 UNDER DECKING 2 7 BOTTOM NAILING FLANGE (SEE DETAIL WP07) S. where exterior porches, decks or stairs attach to a wall or floor assembly of s. At wall and roof intersections. SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHING W P ®5 SELF -ADHERED FLASHING �+ W P 0 V 7. At built -In HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER gutters. SELF -ADHERED FLASHING DECK PROTECTOR _ SHEATHING � �,���,'; � ✓"gym t .* : t -�- ment 718" Cement Plaster F with SELF -ADHERED ASTMC926 . _w m FLASHING PATCH Felt backed metal ' lathe in accordance ` SELF -ADHERED FLASHING with ASTMC1063 *, DECK PROTECTOR R �� .t! Building Paper f. z i 7/16"O.S.B. i sheathing � ',� I i JOISTE ¢ DOUBLE JOIST SELF -ADHERED FLASHING Metal ' Flashing 9 SELF -ADHERED FLASHING 1 3" MIN 2 H "�� ��` �'' Unperforated Flange 7/8" 4 „ f Weep Screed � , 5 Maintain Bottom of SELF -ADHERED FLASHING \ /\ / ®� SELF -ADHERED FLASHING P W P O APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W P� ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE P Weep Screed 1 1/2" to 2" \H0.8362x;DECK JOIST �/ y OUTSIDE CORNER Above Roof INSTALLATION OF THE BUCK/RECEPTOR. Sheathing .o'• •'�. • �. • EXTERIOR WINDOW UNIT '•.• • CEMT. FIN. Cement Plaster Y• •••'�. BUILDING PAPER in accordance SLOPE 0.3 in: 12.0 in SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) with ASTMC926 over wood 2nd floor •• (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING �-- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING Block WIRE LATH _ s. •o. IT BUILDING PAPER Cement • ' • • •'o• BUILDING PAPER , Plaster •' over block EXTERIOR 1 st floor WINDOW UNIT CEMT. FIN. Slab _ OPTIONAL DETAIL 2 3 2 3 O Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING WP10 SELF-ADHERED FLASHING CEMT. FINISH WINDOW SILL WP11 SELF -ADHERED FLASHING � p /P � �pSCALE: CEMT. FINISH PARAPET WALL �/ N the wee screed. NOT TO SCALE CEMT- FINISH WINDOW HEAD exterior wall envelope. The exterior wall 5" both duct to roof or wall w/ standard 70 cfm bath fan I -- 5 both duct to roof or wall w/ standard 70 cfm bath fan 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS -1-0 HABITABLE ROOMS Transfer ducts/grills sized in compliance, with Florida Residential Building Code—M160' 4 balanced return air. 7Vr'C-D71nK1C 1-3 FLOOR PLAN SCALr: 1/4" =1'.O' ELEVATION 13H Q� 9 AREA CALCULATIONS 151 FIDOR 1760 8,F. TOTAL LIVING 1780 S.F. GARAGE 5911 S.F. 0 01VERED ENT RY (BASF) 3B S.F. CUVERED PA-10/iANX 13.7 S.F. 10TALMEA UNDER ROOF FF� 0 D 01-01,111, p L I A N Cl- -2 F, E FJT`v'� 10 G � C t i n q c>6