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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 PPOTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE 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 WATT R-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 LPPER 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 MECOANICALLY 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 PLASHING 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 MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6 OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A' 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, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWCeEN 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 Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/GD, 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 1/6" 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 WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. 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 -AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TII COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) 1I 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 DL 7 7 15 0 25 BOTTOM CHORD UI 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. EALUSTRADE 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 11 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 e 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF' AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA 4O 5D (+) 27.6 (+j 27.6 10 () 29.9 () 37.0 (+) 26.5 (+j 26.5 20 (_) 28.8 O 34.4 s O 50 (+) 24. (+) .8 O 1 31 @ 0 (+) 23.4 (+) 23.4 100 (-) 25.7 () 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 () 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 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. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 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 Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any missiomisinterpretations undetected and n tplanerrors, reported to t Designer / Engineer pato DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the 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 TO FOOTING). T 1 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) /a"x 21%" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISESON WHATSOEVER. FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON 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 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" 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 Assurance Manager immediately. No backcharges will be considered for reimbursement 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 70 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 HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MINT' EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. �000 CU LE ILIEEZE U"," CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DAMS HOMES Of Northwest Florida 1 1 1 �ts.o O N W o 00 ti m 6w`no 0it 2 W LO GGo r- r- c p N'1 rn o J J J u- LI- U_ 3 � 8 Q3 1./ aNi m W a d AMENOL c LL'W El a. u Hit p-:E-0q< 3 o Y c_ cy csi c m�yrn Y. 3s, W(� gr_ 0 III 0 O J °° (D 'm a ILO 00 2,a in a -d' 3 ' t o d -j 0 o m" a z W a = U U J (n ° 2. MA.MSENG.COM U L2 z S-a z 0 N 'Q Z }; I klu n U) 04 _ LO Z N f n XL2 LL cn Uj 0 .� wLn vc�a r `Cq r U =' E m 00 o °' U00,1 Q N O to m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IV I Job Information: NO 0 Z L0 LJ d rI � C.) 1-■�0m 0) °- o,��_jLItt LLL mU)� ♦ Model Name / Number: 1820 ♦ Plan Issue Date: Wednesday, June 23, 2021 VF KA PROJECT NUMBER: 21-6353 Sheet: I Of: COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B I Q A) +27.6 / -29.9 I (B) +27.6 / -37.0 1 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(plf) BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF No UPLIFT BW2 16" SP2 W/ (6)-10d SP1 W/ (%10d SPF 402 STUD, (6) SOd PLATE STUD, (4) 10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ 16) 10d SPF 803 STUD 6 16d PLATE STUD, (4) 10d PLATE NO BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BWrJ SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD, 6 1Od 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)-10d BW8 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 BW9 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SPF 1070 12" STUD, (6) 1od PLATE STUD, (4) 10d PLATE BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6)-10d BW11F12" 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 (2) SP2 W/ (6) 10d SP1 WJ (6)-10d BW12 STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED -DOUBLE 2x TOP PLATE TOP OF WALL /- SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/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. '/16" OSB PLVW'D W/ SAME EMBEDMENT W/81 NAILS AT 4"00 BRG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTE #8 GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 92 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. Ir "OW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. INFIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8, IF THE BEARING WALL IS INDICATED WITH THE DW1, BW4, BW7, BW1O THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) 61 (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 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 U = 2200 SYP POST & (1.2) - 15d 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 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) - 16d NAILS U = 2320 F3.5 C8 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 I 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** 3.5 x 7 P.L. HDU8-SD52.5 W/ (20) 1/4'. x C10 1.8E Fb-2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT,) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU8,SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SD52.5 W/ (20) 1/4" x C12 1.8E Fb-2400 PSI 2 1/2" SDS WS & 7/8" Egi�lPDXY 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 LC) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA: LENGTH NAIL SPACING 8d 0.131' X 2 112" OA31" X 2 Y2' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.1.48" X 31/4" 0.1.31" X 31/4" NAILS & TOP PLATE 12d 0.148" X 31/4" 0.131' X 3 °/4" 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) 160 ( 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/ 1/2" FLITCH PLATE THIS SHEET (3) - 1 3/4" X 11 114 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 (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 31/2' H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING 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) 10' 0" 1,,-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS 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 M1 (2) 2 x 8 #2 SYP W/ 7/16" OSB FLITCH PLATE. NAIL CONNECTION; PROVIDE (2) SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O,C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) BM 4i�OSB FLITCH PLATE. NAIL BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROW` OF NAILS @ 122"" OR (2) SIMPSON HETA16 TO CMU A 0_C rYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD P05T ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.0 7YP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 11 114" LVL CONNECTION' PROVIDE (2) 2,0E Fb=2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) BM4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 3 1/2' SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS 0 16" O.C. TYP, COL U.N.O. ON ROOF PLAN. EACH SIDE. M5 (2) -13/4' x 11 7/8' LVL 2,0E Fb 2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) I SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS 0 16' O.C. TYP. COL. U. N.O. ON ROOF PLAN. EACH SIDE (2) -1 3/4" x 16' LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) M6 1/4" x 3 1/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16' O.C. TYP. OR (2) SIMPSON HEFA16 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" E39ARING EACH END) 2. SEE PLAN )-4R 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. Y N MASTER BA. OPTIONS 3040 (1) PC. FIBERGLAS SHOWER IN LIEU OF LINEN CLOSET WJ (1) L.E.D. DISC LT. OPTIONAL FLOOR PLAN SCALE: 1/4" =1'-O" FLOOR PLAN SCALE: 1/4" =1' 0" ALL ELEVATIONS © +26.5 / -28.8 O +26.5 / -34.4 +24.8 / -27.1 O +24.8 J -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 I. 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. 2. 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. 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 below on the exterior of the building, the operable window 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. 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 exterior 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 m d c (0 cr O c. m c 5 F n v CI ,--1 (D 00 Ln r- 0 3$ o U E c 0o 6, c Cv si Ll o o rn J LL ..J LL- J LL- §'j' N W C�.0 rn @=--a Its IT: a Lw Q' �W 2��caN 7c>, Y o m o V ~ W W �L,•_n W Ill�a> V m O J a a £- 2N % Q Q Q 1 l■ �9- 5, n �3T� o� of U = O N c c�Hl gll J by �$ WWW.FDSENG.COM ❑ ❑ ❑ 0L2 V 00 Z Z Q Q i d W _ to 11- CNI (0 LL -+7 �w 0 � Wo w U 9L (/) t/) c = m w sp o 1 00 U is 00 N = O n N iJ U) 000 y -Tt Q N O bOA'� I \DAMS HOMES. I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 1 Q O +r � 0) N � N rl O L= N i o I.d.d v) () LO ♦ I Model Name / Number: 1 1820 AREA CALCULATIONS I IVI Plan Issue Date: 1st rL00R 1820 S.F. Wednesday, June 23, 2021 - •' VI KA PROJECT NUMBER: TOTAL LIVING (AC) 1820 S.F. 21-6353 GARAGE 596 S.F. Sheet: � Of: COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2609 S.F. I 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. REINF. OPTIONAL CURB FOR VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0" F.F. W/ (1) - #5 BAR CONT.00 N ( 2 STORY: 20" X 20" + • REINF. N W/ (3) - #5 CONT. 16" (2) #5 SEE PLAN91— • REBAR 1611 (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2" = 1'-0" 1 FM02 I SECTION @ GARAGE 1/2" = 1'-O" REINF. SEE PLAN 8" (1) #5 REBAR CONT. FM03 I THICKENED EDGE ( 1/2" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. / — -x ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE o ' 2 STORY: 20" X . 4" CONC. DRIVE W/ 1/2" EXP W/ (3) #5 CONT. JOINTS 10" O.C. TYP. 16 j(2) #5 REBAR FIVI09 I SECTION @ GAR. DOOR 11/2" = 1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) N 16" 141, _--245 REBAR FM11 I STEP DOWN BRG. SEE PLAN 1/2" -- 1'-0" I FM12 I STEP DOWN NON BRG. SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" ELEV. 0'-0" WITH I' po 1� CURB (1) #5 BAR CONT. ,(---� (G.C. VERIFY) , , F.F. REINF. (SEE PLAN) INSTALL LINING ----'It MATERIALS PER FBC-R P2709.2 MUDDED FLP• e e SLOPED TO DRAIN �w CL O 00 z� a ww 16" MIN. 2 #5 CONT. = 1'-0" 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. llbs F1.0 1'-0" X CONT. 1'-0" 2 #5 E.W, BOT. 2000 ,p 2%0" X 2%0" 1'-0" 3 #5 E.W. BOT. 7200 F25 2'-6" X 2'6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3%0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3%6" X 3'-0" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4' 0" X 4'-0" 1'.0" 5 #5 E.W. ROT. 28000 F4.5 4'-6" X 4%6" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1' 4" 6 95 E.W. BOT. 42500 F6.0 6'-0" X 6'-0" 11-4" 7 #5 E.W, 130T. 61500 1/2" = 1'-O" SEE PLAN TYP. SEC. 2 #5 CONT. 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE LEGEND u INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING I FM14 I SECTION @ RECESS SHOWER 11/2" = 1'-0" I FM18 I TYP. STEP FTG. DETAIL 11/2" = 1'-O" I ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN F CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE ND. FOR MIN. BAR LAP OF 25" QUANTITY 00 #5 X 25" X 25" o c CORNER BAR ONE N FOR EA. HOR1. w REBAR, TYP. U:N.O. ' (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-o" 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 8" 10" 16" 20" W/ (2) #5 BARS <674# >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 1 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 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.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED 1 EA, VERTICAL REINF. BAR- #4 TURN BAR @ STEM WALLS GREATER THAN 4'-O" (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. B FIN GRADE- 8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL ' IN MAX 12" LIFTS wo STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) I n ass s� � - 9 COVER d FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND �ERT. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO F.C. ABV. FDN: PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO r-SEE #g CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK " FILLING IS TAKING PLACE 1 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h * TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS " 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *gEE 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 E 00 12' 10" 13' 0" 13,101, 10, 0" FM19 3' 8" 4' 0" 3' 10" 4" 4' 8" 3' 6" 4' 0" 3 TYP. @ CORNERS ■ ■ ■ ■ ■---------------------------- --- ---- ■ ■ ■ I HOSE •------------------------- ------ "---------------------------------; , BIBB ' FM01 ; FM0'3 ' o 3 ' 3 I 0 o ' FM11 ti I FM11 3 , 1 ^3 1 Eo LU , 1 a F2.5 0 I F2.5 � ; ■ ' H C) , aLL o , o ; ; oo ' °ao ST P DN. 4"00 ' I I , e ; co 1 , ' ro N ' ■ , FM11 ; o ;TUB ; UNIT W.C. Q ; ■ LAV.00 00 LAV �r =-�� �r t o -' - ---� -+- --- ---- ' L ��_ J ------------ '9� 1 bl JIJ - Oj1 `L 3' 1" 2, 8' _ N LAV rr N , lo W.C. ` T el 00 �TUB 1 STYLE9;,VARIES I o I I�, I I ,VERIFY DRAM ','LOCATION _ �SHWR , Lo - 2' ol 24' 8" ,',' - - - - - - , 12' 10" 2' ' 2 -� 'o )� -- ' - co In L` —JJ �'�'� i C♦ " a,_- ' .'SINK , 00 i v I I 12' 11" ' I ' PROVIDE CHASE p ; I FOR HVAC UNIT ' VERIFY LOCATION o I 3101, 7' 01, o tiloti FM01 ' 1 � ' L 0 WASH ' ' ' ' 1 1 11 1 ; COMP. UNIT -- `i.J ` L-- J 1 I IJ� - -nisi ; ■ r iT z- 1 I,\ ,•II ' FM01 �O r I 3 `G) I , I �X ao I I \ III IL ;t 1 - - - - - - - - - - - - - - - - - - - - - + �;- i. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - JI — 00 1 STEP DIN. 4" FM11 ' ------------------� --��I W.H., O�Q 3 FM12 I 3 F2.5 Y I ' I ' ;o 1 ' ' io ' w , C Z 1 - - - - - - - - - - - - - - - - - - - - - + J — I 1 1 = Q I ■ ■ %o I Imo-' m n- LL ' ■ STEP DN. 51h" 1 , 6, 4" , i ` ------------------------------- 1 00 LU , d ¢ � Z _ U CJ a — - — - — - -- O— - — - — - U — - — -- ' 1 _ 00 CO - o N < ' CA, ■ ■ u� ■ �o ; I , U 2' 8" 7, 0" 3, 8" w , a p � I I I i I ■ m F2.5 � ----- ■ I o ---------- ■ ; I i I 4" , I 00 o� FM03 ; , ; io 3 zo FN309 I F2.5 3 ; HOSE -------------, BIBB -- ------------------ ---------------------------- ■ ■ ■ - ■ MIN■ (2) #5 BARS W/IN ■ EACH F.C. TYP. @ EA. 13' 4" 6' 4" 2' 0" SIDE OF OPENING 16' 0" 2' 0" 8101, 0' 20' 0" 10' 0" 49' 8" FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS I I I I. 0111 t"'e i0 4)� O .« N �c L u w N `Ja ,�•p VaJ��dA9�3I�T�� U ,{ a d _ L g co 'r o N CD Lo av Iil w r- 0000 L0 00 1­ ��U�'a =q mc�cpL" Oo �i N G`a N p curl [ry��y N pbj of J � J LL LL c� 2im III -�NIr W w d o` S Ld Y cn "tya��� 1�=LLs Ll ;i � � 3 3 O gG W. N o -(D w U O w o J m ' N na +IYy tLa �'.'f CA LL m a 8 91 13 a W U J (A ° H c WWW.FDSENG.COM El 11 11lo-'- U z 0 — O O z �d N Q '= I J � d r� _Lo ✓ # 04 z � N ' V) U m LL w � � co ' U —L. 32 ct3 C) C) yr( _ E w o0 6 s _ oD U cn o a) 00 dt c Q N O bl.0�K I� DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: I o c � Lo W > rl- �'S Cs 0) °- - p_jwZ) r;4' 00 U) a) Lo LL VI Model Name / Number: 1820 V I Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6353 Sheet: 3 Of: FOUNDATION PLAN fW 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 = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 Im USE 2 RED HEADS TO ANCHOR WALL ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) FM24.1 ALTERNATIVE PROTECTION BARRIER I N.T.S. PLUMBING RISER. NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 1 1/2" VTR TO SANITARY SEWER BIBB NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. COACH LIGHT L--—-—-—-—-—-—-— - - — --- I—_ _ COACH COACH LIGHT LIGHT COACH ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES ■ UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFr BATHROOM 39" AFF LAUNDRY ROOM 36" AFF' EXTERIOR WATERPROOF 12" AFf GARAGE GENERAL PURPOSE 42" AF1-- 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 22.7 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. 1 �2 $3 $4 $DM ELECTRICAL LEGEND SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH DIMMER SWITCH CEILING MOUNTED FIXTURE SCOUNCE ( WALL MOUNTED) FIXTU R E 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET IS SMOKE DETECTOR CARBON MONOXIDE/ SMOKE DETECTOR COMBO UNIT FLOOD LIGHT FLUORESCENT LIGHTING TRACK LIGHTING o CEILING FAN GROUND FAULT INTERRUPT V) ' 2 DOOR BELL CHIMES WATER PROOF W/ GROUND FAULT v CO— DOOR BELL 220 VOLT OUTLET SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET LO DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR L.E.D. DISC LIGHT PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE ME MAIN DISCONNECT 200 AMP 200 = 2/0 COPPER OR 4/0 ALU MN. IN 2" CONDUIT DISCONNECT UNDERGROUND I I U SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL —#12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #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 C N 0 c 0 c w i ._ o c c W N J J J O n .-a 8 ai ,gym ` �r 3 r h W p a LU d 4 W 13 U- 5�o d 9 TC)7 Zr��a z O Y � Wed=� OCo ra 3 o F 3 w W,So N, W a III��m" � ¢ m O m J 3 In G N Q o�aaL' ����� m g 1"J o d u? 0 Z Q = Q c%i t.E a o:�.. F°.. ;'� WWW.FDSENG.COM 11 �2 13 z W3 ��o 0 Z' o Z N Q Y k 7 a m z vi UI m 1 �Q) LL J CC''i33 `j c o � [ W tC3 U N E �— - 00 V ' : N = O y 08 Q N o �Q m r ,A HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: � LIJ O m f�6 ''S O 0 cJ ci 0 CL 0 ui D d LO o " _I m U) U) Ivi Model Name / Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 5 21-633 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION bo TOP OF BLOCK FIN. FLR. TOP or BLOCK 9 60 FIN. FLR. 12 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT 48" OFF RIDGE VENT W'DOW HEAD H op zo DBL 25 SH 48" OFF RIDGE VENT WDOW HEAD HGT E OP 12 DBL 25 SH 48" OFF RIDGE VENT 33/2 SH TOP OF WDOW HEAD HGT LITE TEXTURED DECORATIVE L CEMENTITIOUS COATING L 25 SH (2) 3050 SH 25 SH FIN. F 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =i'-O" 0 60 -R. 12 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "Di" LITE GEM LEFT ELEVATION "Y SCALE: 1/4" = 1'-0" BRG, @ ENTRY T P OF BLOCK- W')OW HEAD C? 60 -- 00 (D FIN. FLR. -N— - — TEXTURED DECORATIVI ENTITIOUS COATING DBL 25 SH - — - — - — - — - P OF BL9,( Ea FIN. FLR. BEARING @ ENTRI OF BLOCK COO FIN. FLR. 3068 DOOR W/ (2) 1068" S.L. AND 16" H TRAN. ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS 12 6 IFEN FIN 11MM-71 Formula = SF / 300 / 2 * 144 = net sq inche4 of venting needed equally for Intake anc Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in /If Off ridge vent provides 138.00 net sq in/ sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 58 mp S - f - Total needed for exhaust for upper 1/3 578 net sq inches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32, il-ineal Feet of Soffit needed to meet required 105 jlineal S.F. provided by plan FALSE DECO. SHUTTERS SEE DET. ON THIS SHEET 0 16' X 7' 32 PANEL OVERHEAD DOOR ING LIN FRONT ELEVATION "D" SCALE: 1/4" =1'-O" PIEVIEWED FOR crotnr7- ST", IRILJUOIE�� c, 1`,Jl,-� _FIN. exhaust C14 (Q :'04 0 C6 11414 Q to --t 0 CN �s LO LU u W 1. (0 1- 00 LO 00 r-- , P, E F I OF 23, `3 C4 ;g 0.3 Q LO uj Z pcqO LU CL U] 0 a g" pp ir LU 46 A 0 0 3: -0 4 -Ujj 00 gn, Wn 00 < -ffi 21 04 t� 0 CL I.- F- ( 3 3 ir 0 CM 2; -M Z AWW.FDSENG.00IM "066 0 —2 " 7-0 0 C14 10 cli V) om -j Q) U- 4--J LU V 0 LLJ V) Cm kIIIIIIII I V) ZD U uU 1=0 0 0 0 , 'k 00 0 U 00 -4 2, LO Wo < FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFIBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: r1?00 0 TOP OF BLOCK Z r-I n. Uj 0) LO G) Nt > o 0 ol) qj �7 :3 -j OJLu:DLo LO L 00Cl) Cn Lo V Model Name / Number: 1820 FL V Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6353 Sheet: 5 Of: ELEVATIONS SEE DET. TBO3 FOR WIND < 155/C M G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN f SHEATHING SEE "HIP/R BLOCKING" 0 z Lu O- 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 155/C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING, THE SHEATHING THICKNESS IS 1S/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING iPEEDS 'H )VIDE '0 COMPLY :OMENDATIONS ATING OF DGE DETAIL a EQ. T o o `r O 0 Z w O J C1 Q o d' O O EQ. _ "X" DETAIL BRACE T801 SEE CONTINUOUS BRACING a r1 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TB04- s - _ O >< o y� BOTTOM CHORD GABLE END BRACING @-/ LOP CHORD 2X4 #2 SYP ` 4'-0" O-C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 -51.06 -51.06 10 GABLE -37.00 37.00 58.99 -58,99 -58.99 -76.0.9 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE ANIL) 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AN[) 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:1232" EXP. 1 (4a20) TILE: 1'9'32" EXP. 1 (�'20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 18' x 0.113") NAILS 104 '37 grab❑®WON 2 < - 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN -M32", SHEATHING SHALL BE FASTENED I a I, ka 4 k WITH ASTM F1667 RSRS-03 10d (2'YV x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS IT 7 /1 /1 /1 B=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING GABLE ROOF > 20 TO 45 DEG. j @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12] 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 Ig" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1y". O NAIL AT BASE 2 ROWS @ 4" O.C. w/ Sd COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4- O.C. w/8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C, wl 8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. W/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" D.C. (2) ROWS @ TOP & BOTT. O (2) 8d NAILS @ W O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. I II it II II 15/32" OSB I I I I I EXPOSURE 1 I II D II SHEATHING I II II I II II I II I I II I II II I II II I I II II II PROVIDE BLOCKING I II I I AS REQUIRED PER I II II SECTION X-X IF NOT FULL HEIGHT SHEET - - ©7 FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 1/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Is" (2)- 2x TOP PLATE BEYOND 15132" OSB EXPOSURE 1 SHEATHING ,.,.----------------- II I II II II II I I I I I I F 1i SOLID 2x BLOCKING it ii ii ii I III w p @ ALL SHEATHING w w III III 11 I II I III II II II I EDGES u7� III III I I I I I I (SEE SECTION X-X) p F III l C III II II I I lii OZ OZ it D II i III I11 OPENING II II II I III III I 11 II U Z 111 LL III C III II X 11 I I II a0¢ III IIL AL L--_JL-_- - Lu -- --- III l III II X II II I III n n E N I -Tr------- III III I I I I I I I III II I 2. STUDS BEYOND. W O I11 I I I II I I I I I[ 111 ILU 1 I I I I I I SEE PLAN x W III I I I II I III 1 II II /n Q III III I i l II I I I I I I III II II II I III II II I ❑ H III I I I II I III II II II I 0 III III I I I II I I I I II I III II II II I III II 11 II I _Z � Iw I I I II I III II II II I -_- 1 2x4 P.T- BASE PLATE BEYOND SEE A PLAN VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM N7 SPACIF' Z_L 3/4" 1/2" SINGLE NAIL EDGE SPACING C)OUBLE NAIL EDGE SPACING 0 �Wo�, I'-DCO� ir Oy0� 0 Lu 0 Nw 20 - N LL LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV D TRUSS ID SEARING TRUSS ACTUAL CONNECTOR ID ` CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING C1 - C5, C1V - CSV, D01S - D03S, El, E7, L/ R 5$9 # or Less HETA16 /PER TRUSS MFR 1810# " (9) 10d x 1-1/2" E7V,E 7VR 1 H7H 7 .., H V El, H1 L/R -330 #or less Hl4A/ PER TRUSS MFR 1040# (18) 10d x'1-1/2" - A01 - A06, A09, A10S, K02 - K03 L / R 812 # or less HETA16 / HETA16 ` 1810# / 1810# (9) 10d x 1-1/2" 9 10d x 1-1/2" BO1BS L/ R 1220 # or less HTS20 / PER TRUSS MFR 1310# (24) 10d x 1-1/2" K01 L/ R 1908 # or less (2)HETA16 / (2)HETA16 2365#/ 2365# (12) 16d 12 16d A11S, A24S L / M /'R 1001 # or Less HE-FA16 / HTS20 / PER TRUSS MFR 1810# / 1310# (9) 10d x 1-1/2" (24) 10d x 1-1/2" f301AS, 6015, B11S L/ M J R - 689 # or less H10A / HETA16 /PER TRUSS MFR 1040#/ 1810# (18) 10d x 1-1/2" (9) 10d x 1-1/2": (9) 10d x 1-1/2" , A07 L / M / M /R 703 # or Less HETA16 / (2)MTS12 / (2)MTS12 / 1810# J 1980#/ (28) 10d x 1-1/2" HETA 16 1980#/ 1810# (28) 10d x 1-1/2" 9 10d x 1-1/2" (10) 10d x 1-1/2" A08 L 'M M R �' / / 1849 # or Less (2)HETA16 % (2)HTS20 / (2)HTS20 / 1920#/ 2620#/ (48) 1Dd x 1-1/2'" (2)HETA16 2620#/1920# (48) 10d x 1-1/2" (10) 10d x 1-1/2" TRUSS MANUFACTURER: EROBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 6/8/21 L =-LEFT, R =`RIGHT & M =MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE CONNECTOR & FASTENERS SPF SYP HTA7 6 w/ (10)10d x 1 1/1" OR MARK TYPE CONNECTOR 8 FASTENERS SPF SYP OFRAME TO HETA16 w/ (9) l Od x 1 VZ OR MASONRY HETA20 w/ (9)1 Od x 1 1/2" 1810 HTA20 w/(10)10dx 11/2" 1585 1870 O FRAME TO FRAME H2.5A w1(W)8d NAILS 935 ggg HT7Aw/(10)8d NAILS 515 585 © FRAMF TO H10A w/08)10d x 1 12' 1015 1040 RT16Aw/(17)l0d x 1 12" 895 1020 FRAME H10A-2w/(I8)10dxl 1/2"AT 2 PLY TRUSSES sxc 1080 IRTI6-2w/(16)1 Odx11/2"AT2 PLY TRUSSES 935 1060 OFRAME TO MTS12 w/(14)10d x 1 12" (AT EXTERIOR 86(1. MTW12 w/(14)10d x 1 1/2" (A' EXTERIOR FRAME LOCATION INCLUDE (3) 12d IO'ENAILS) 990 LOCATION INCLUDE (3) 12d TOENAILS) 1005 1195 OFRAME TO MGT W(22)10d NAILS AND 5/8" A.T.R. w/ 12" 3330 3965 MUGTt6 w/(28)' Od NAILS AND 518" A.T.R, w/ MASONRY EMBEDMENT w/ SIMPSON "SET" EPDXY '2' EMBEDMENT w/ SIMPSON "SET" EPDXY 3330 4495 O PRAME TO HTS20 w/(24)10d x 1 12" (AT EXTERIOR HTW20.1(24)10d. 1 12" (AT EXT=RIOR FRAME LOCATION INCLUDE (3)12d TOFNAILS 1125 1310 ITION INCI_UDF 3 12d TOENAILS 1285 1 fi30 Q FRAME 70 (2) HTS20w/(48)10dx 1 1/2" (AT EXTERIOR 2250 2620 �) HTW20 w/(48)tOc x 11/2" (AT EXTERIOR FRAME LOCATION INCLUDE (6)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) 2570 3060 TO HGT-2w/ (16)10d NAILS AND (2) SB' A.T.R. HUGT2 w/ (16)l0d NAILS AND (2) 5B" A.T.R. ©FRAME MASONRY wi 12" EMBEDMENT w/SIMPSON "SET" 10690 w'12"EMBEDMENT w/SIMPSON "SET" 7020 9790 EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 rOR 3-PLY) OFRAME TO FGTR w/(18)1/4"x3"SOS WOOD SCREW$ RFUS w/(12) WS3 WOOD SCREWS AND MASONRY AND (2) 112' x5' TITEN HD ANCHOR BOLTS 3400 4725 (4) 3/4'. 6' WEDGE -BOLT 7100 LGT2 wl (16) 16d SINKERS J1 FRAME TO (11) (7) V4"x 2.1/4"TITEN 2 1750 2030 MASONRY SEE NOTE #66ELOW J2 FRAME TO MASONRY / (2) LGT2 W (32) 16d SINKERS & (1 4; 1 /4" 2 1 /4" T I TEN TRUSS) 3500-M 4060-M (2) LUCT2 w/ (32) 16d SINKERS a (10) 3100-M 3100-M FRAME x (2 PLY OR (28) 16d SINKERS FOR FRAME (EA) 3240-F 3770-F 1/4" x 3" WEDGE -BOLT (2 PLY TRUSS) OR (32) 16d SINKERS FOR FRAME (EA) SHOO-F 4620-F J 3 FRAME TO MASONRY / (2) LG73 w/ (24) 14" x 3' SDS SCREWS & (8) 3/8'' x V T ITEN (Z PLY TRJSS) 4730-M 6570-M (2) LUG73 wl (241 1/47 .2 V2' WS25 6480-M 7050-M FRAME OR (52) 10d SINKERS FOR FRAME (EA) 50'' 0-F 6960-F SCREWS & (4) 3/8" x 5" WB (2 PLY TRUSS) OR (56) 16d SINKERS FOR FRAME (EA) 6480-F 7710-F OBEAM 70 HU410 OPT HUC410 w.' (18) 16d a (10) 10d G#2680 HD410 OPT HD4101F w' (20) led a (10) 10d G#3080 BEAM NAILS J41805 NA'.LS U4 O BEAM TO HU410 OPT HU0410 w/(18)TITEN G#4500 HD410 ORT HD41 OIF w/(20)1/4"x3" G#3355 MASONRY 114" x2 3/4" & (10)10d NAILS U#1800 WFDGE-BOLT &(10) 10d NAILS U#850 L1 BEAM TO MASONRY / HU46 OPT HU046 w/(6)10d NAILS a (12)1/4' x 23/4" TITEN (TOMI G#1" G#3000 'J#1135 HD46OPT HU46w/(6) 10d NAILS & G#1625 G#2016 FRAME J OR (12) 15d & (8) 1 Od (FOR FRAME) U#980 SYP-F SYP-M (12) 1!4' x 23/4" TAPCONS (TO MAS.) OR (12) i6d & (6) i Od (FOR FRAME) U#1030 SYP-F U#850 SYP-M FRAME TO (2)HETA16OPr(2) IIEIA20 i920 79Z0 2 O HTA160PT (2) HTA20 O MASONRY 1-PLY w/ (10) 10d x 1 1/2" OR 2365 2365 1-PLY wl (10) 10d x 1 1/2" OR 1870 2-PLY w/ (12) 16c 2-PLY w' (12) lfid 2430 HTSM16 wl(8)l0d NAIL S AND(4)1/4'721/4" 955 1110 HTWM16 w/(8)10d NAILS AND (4) lWxi 3/4" 114.9 1225 TO 7APCONS WEDGE -BOLT OFRAMF N MASONRY OR HTSM20 wl(10)10d NAILS AND (4)1/4"x2'J4" 955 1110 OR HTWM20 w'(10)1 Od NAILS AND (4) 1/41-xl 3/4" TA_PCON$ WEDGE -BOLT 1145 1225 ©FRAME TO H105 w/ (8) Bd x1 12' NAII S AND (2) 318"x4" MASONRY TITAN HD 780 910 TO DT72Z wl (8) 114xl 1/2" SDS WOOD OTB-TZw/(8)1/4"xl 1/2" VVS15 WOOD OFRAME MASONRY SCREWS AND (1) lit" B A.T.R. EPDXIED w/ 1835 2145 SCREWS AND(1)12" 8 A.T.R. EPDXIED./ 1510 1835 SIMPSON "SFT"(SE F NOTE 04) S,MPSON "SET" (SEE 1107F #4) TO HITS w/ (16)16d X2 12" NAILS AND (1) 5/8" B HTT45 w/ (2d)18d x2 112" NAILS AND (1) OFRAME MASONRY AT.R. EPDXIED w/ SIMPSON "SET' 43/5 5080 518"0 A.T.R. EPDXIED w/SIMPSON "SET' - 5005 (SEE N07F 44 BFLOW) (SFE NOTE IN BFI.OW) TO HTT4 wl (18)16d x212" NAILS AND (1) HTT45 w/ (18) 16d x21/2"NAILS AND (1) OFRAME MASONRY AT.R. EPDXIED w/ SIMPSON "SET' 3640 4235 5/8"0 A.T.R. EPDXIED w/ SIMPSON "SET" - 4160 (SPF N07F #4 BELOW) (SFE NOTE #4 BELOW) O FRAME TO FRAME H10S w/ (24) 10d x11/2"NAILS 785 910 LUG71 w/(23)8dx11/2"NAI'-S 875 1045 OFRAME TO HM9KT W (4) l/4"Al 'J2" SDS WOOD RT15M w/ (9)10d x 1 1/2' NAILS 3 MASONRY SCREWS & (5)1/4"x21W 1APCONS 760 760 (4) 19,,x 1 3x, IAPCONS 1395 1395 TO VGT w/ (16) 1/4'0" SDS WOOD SCREWS & OFRAME V MASONRY (1) 51PZ A.7A. EPDXIEDw/SIMPSON "SET" 3555 4900 w/ 12- MIN. EMBEDMENT TO (1) VGT w/ (32)1/4"AY SDS WOOD SCREWS OFRAME MASONRY 8(2)5/8'0 A.T.R. EPDXIED wl SIMPSON 6170 7185 "SET'w/ 12" MIN. EMBEDMENT O FRAME TO VGT w/ (10) 1/4"x3" BOB WOOD SCREWS a I IUU4-SDS2.5 wl (10) 1/4"x212" SDS WOOD 3286 MUGT75 w/ (22)10d NAILS &HTT45 wl (18) FRAME SCREWS & (1) 5/8" 0 A.T.R, 4565 10d NAILS a ) 518" Z AT.R. - 4160 O FRAME TO (2) FITT5 w/ (52) 1 GdN21/2" NAILS & 4375 (2) HTT45 w/ (52) 1 Od'k2 1!2" NAILS FRAME (p 5/8"O A.I,R. (SEENOTE#4) 5090 &(1)5/8"O XI.R.(SEE NOIE#4) _ 5005 1. CONNECT ALL FLOORTRLSSES TO INTERIOR BEARING WOOD WALLS/BEAMS W/ (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.No ON PLAN. 3. G.C. MAY USE ELT VIER SIMPSON OR USP CONNEC IIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OU I. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2"x4" TO TRJSS VERTICAL WEB w/ (2) ROWS OF 10c NAILS @ 3' O.C. STAGGERED 5. 12" MIN. A.T.R. EMBEDMENT@ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD W W-O" 2x SYP #2 (MATCH CHORD LUMBER SIZE) w' (2) ROWS 10d @ 4" FROM END a 4" O.C. STAGGERED: CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. AO MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL HOOF / FLOOR TRUSSES IO 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/S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK)70 MASONRY WALLS/ICF WALLSIL.INTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32' O.0 MAX. w/ (2) AT EACH CORNER. G.C. 10 VER.FY LOCATION DOES NOT CONFLICT w/LJI (IF APPLICABLE) LAYOUT 5. C04NECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLBEAMS w, (2) 12d TONAILS OMINIMAL CONNECTOR UNOON FHAMING PLAN 1. CONNFCTION FOR JACK TRUSS TO WOOD WALL OR BFAM © MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR SEARING 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. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 --- NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'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 1 D �-.4-METAL DRIP EDGE C.M.U. OR ICF WALL U. 2 x SUB -FASCIA SEE TYP. WALL - -� -ALUM FASCIA SECTION 2x2 #2 P,T. MIN. FASTENED 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD OF EVERY OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING W/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIE 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/ 0.148"x31/4" AT 16"O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SE IE (PA) INSTALLATION GUIDE [(-)REFER TO THE PRODUCT APPROVAL FOR INSTALL/{ION DETAILS ( ) ALUMINUM SOFFITS > 1'A" BLOCKING REQUIREIj• (***) VINYL SOFFITS > 1'-0" SHALLHAVE ** FOR SOFFITS < T-4" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAI L I 3/4" =1'-0" .im�,_ (D 1-t O N 0 LO rf 00 ti 430`d� W f• 00 In 00 r- V Q' � cN � i (�q,1 N� d al J J _I W LL W o 9aw v oUt) z W W d f 6`6 (�=eft m 5 2 fr �i O 65 J O IN 7 V W t '� CV'Q �r} a Ii I- Z Y 3 1I O r us Oi Iil to W QD ED J In aim C 2LO M IL Q Q u � v 2 2' E �Q O Q 0 :D` _m 0 U _J (n 10- !2 N a WWW.FDSENG.COM ❑ ❑ ❑ 0 z c7 0 10 z - Z N O N � I- Ln Z ~ f t!y VI m i W � Lu a � 03 0 03 w Vt?a... vp� � � m w NN O N ' 0 U (n 00 �� c to N Q O UOO `�/ ■i, DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: kv PORT ST. LUCI E Job Information: a z �LO G LO W > ��0 a) z 1 _ Jm WW Model Name / Number: R Plan Issue Date: Wednesday, June 23, 2021 VT KA PROJECT NUMBER: 21-6353 Sheet: 6 Of: LINTEL BEAM: so 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — 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 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. �SIMPSON SP4 W/(6) - I Od X 1 1/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS _===1=. v 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 INTER OR SHEARWALL EXTERIOR FRAME WALL 8" C,M,U, 2"x #2 SYP/SPF P.T- W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI Till NAI LS 2x BASE PLATE SEE 7 PLAN FOR MORE INFO MS03 I r r.r,lvr�Cl ,".r/ un—/ v� I�.rvaj ..-,-- ... N.T.S. 11AAn,�Aln\/ /1/IA INI:TIl�AI r1CTAIl #5 Ill BAR 1) Lid; I .ur_ r rn n^o ur%nfz SCALE:1 "-V-0" * GRADE 40 U.N.O. 20" MIN. LAP #3 OR #4 REINFORCING BAR #3 & #4 AP SPLICE A 25— MIN. LAIR #5 REINFORCING BAR #5 LAP SPLICE 36" MIN. LAP #6 REINFORCING BAR #6 LAP SPLICE I MSO5 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 23/4" 12" O.C. 1 2 x 6 1/4" X 23/4" 12" Q.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 w ' (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN i I FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS111 2x BUCK DETAIL I N.T.S. I LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 D STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 172 405 92 8F16 - 1B / 1T(min.) 2 71_611 2661 171 1624 89 8F16 - 1B / 1T 3 41-611 6113 133 2707 81 8F16 - 1B / 1T 4 141-011 1002 168 560 154 8F16 - 1B / 1T 5 31-611 6113 770 3524 399: 8F16 - OB / 1T 6 71-611 2661 770 1624 399 8F16 - 1B / 1T 7 41-611 6113 770 2707 399 8F16 - 1B / 1T 8 91-411 1 1843 1 172 1 1136 1 92 8F161- 1B / 1T ('min.) N 0 0 0 O S QRZAQ AT TC. MIN. fU R'sG D 1-In' CLEAR •r. Csl •8 9 REBAR AT I OIM - O OF LINTEL CAVITY n}OTTOn RPINKORGING T-e/b"AGTUAL PROVIDED IN LINTEL VARIES) e" NOMIN,:iL WID-H TYPE D'�SICsNAVQN F - - un J'H GRQ.,T ) J . 11111L D 1:14 I TOF •5 RSBAR AT BG"CM G=.INTFi CAVITY SF16-18/1TII NOMINAL "IT I� OJANTfTT NOM'NAL HEI4-HT J RESAR AT TOP MATERIALS I. f'c precast lintels = 3500 psi, 2. f'c prestressed lintels = 6000 psi, 3, fc grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry snits (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR60. 6, Field rebar per ASTM A615 GR40 or GR60. Prestressing strand pe, ASTM A416 grade 270 low relaxation. 7, 7/37 wire per ASTM A51.0. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed "Ins. 2. Shore tilled lintels as required. 3. Installation of lintel must comply with the architectural and/or strcctural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All limels meet or exceed L/360 vertical deflection, except lintels 17'-4" and larger with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. T. 7/32' diameter wire stirups are welded to the bottom steel for mechanical anchorage. 8. Cast-'n-place concrete may be provided in composite lintel in lieu of concrete masorry units. 9. Safe load ratings based on rational dest$n analysis per ACI 318 and ACI530 10.Lintel min. depths are called out on lirtal plan. If contractor installs a deeper lintel than indicated on the plan, doing this increases the strength of the lintel and is approved without engineering letter. If a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are .oral superimposed allowable load on the section specified, 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by he designer by providing addioral reinforced masonry above the precast lintel, 6. One #7 rebar may be substituted for two #5 rcWrS in 8" lintels only. 7. The designer may evaluate concentrated loads from the sale load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower nelght, 9, All safe loads it units of pounds per linear foot. CODE OOMPILIAN10F PRECAST "U" LINTEL w/ 3000P51 CONC, RC AT OPENINGS SEE GENERAL CONCRETE RI LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n n n 10, ANCHORS ` jj 11 IJ HOOK (TYP.) REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCKOUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W1(1) #5 BAR FOR ALL WINDOW OPENINGS V-6" AND LARGE STD, 90 DEGREE ANGLE 3000 P.S. CONC. W/1 95 D REBAR 8"xa"x16" CMU U.N.O. SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR LOCATIONS 90 HOOK In dlw a a (N J Li tr j V) MS01 I BLOCK WALL REINFORCEMENT TN.T.S. TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. �N�oW e r O O tD (D 1.0 ccw 94 ­1 00 1­ W ti 00 c c � p hNh 0�1 ��k1 �k l 12 LJL o�a y�-y `ocbz $wp7m6 a W a- a � g y „Lu � ova a w 3 �Wom Oar d O ~ W 0 L CL a N �% � 00 m 0�8a'3�- ��8�1? my j 17 y�YY U _j rV e{;wo H IN WIMN.FDSENG.COM ❑ ❑ ❑ z c7 — O � N z a �. J (n JIL 4 il.,_......,..,.1 _ rl Z (NII I LL LLJ 03 ' R3 llK7d � N C) N ELLj r ~ cc 6 O Ij; N � c CO (4 0 Q N t700 m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IVI PORT ST. LUCIE Job Information; O z �to C to W m RT � O 0) ci ri F- �<Um 0) ` J m U) (I) to U_ Model Name / Number: 1820 TYP. DOWEL 25" V1 Plan Issue Date: MIN. LAP (ACI 530) Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6353 Sheet: SMI Of: ALL ELEVATIONS LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) %"x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT '�A•� W/ WASHER. MIN, 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" °o "? BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL I SECTIONAL � 11 O OVERHEAD DOOR CONT. P.T. #2 :.� WOOD SYP 2" X 6" ; •', • ° n ° n o o. • p: TRIM .•:•;.':;a�;.':;: • TA 74" P.T. WOOD JAMB ' "' "' ' • `" 64 O :4 N DOOR AND CONNECTION PER GARAGE SLAB ' GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL @aTAy y �aa.;, o NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE MS1,2 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. N (0 Ln � W $Wag t'00 e,,. & d LA 00 I� 1, b O W LJL L.L U_ W z W 2'c 2.22 L aUj M 3 BLOWN -IN R-30 INSULATION PER FBC ro ' AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES w h : 00 m m o —BLOWN-IN R-30 INSULATION PER OCATION RM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 2a d N N 9 m a i WITH PERMIT APPLIFBC AND ENERGY 12 PLAN PROVIDE BAFFLES AT EAVES FIBERGLAS SHINGLES OR SEE PLAN TILE R04F PER ELEVATION OVER APPROVED UNDERLAYMENT 15 y, o d K a U a = 0 V J N o W SEE (FOR VENTED ATTICS) \ PER FBCR 905.1.1 OVER APA H WININYMENGAOM ❑ ❑ ❑ PRE ENGINEERED WOOD ROOF SHEATHING -SEE SCHEDULE - � FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) , TRUSSES @ 24 O. [RSH] - ON FRAMING SHT, FOR SHT'G & FASTENERS. z � z OVER APPOVED UNDERLAYMENT _„_ -.,. PER FBCR 905.1.1 OVER APA z o o -ENG, WOOD ROOF SHEATHING - SEE SCHEDULE- PRE RSH - ON FRAMING SHT. FOR [ ] TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR � -5 Q 1 N TRUSSES @ 24" O.C. SHT G &FASTENERS. — _ — _ • BRG. HT. � ' TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL • FELT PAPER OR ' • -i LO z N rip. METAL DRIP EDGE TO BE INSTALLED ON OUTSIDE . FACE TRUSS PLATE 3/4" P.T. NAILER 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR Q) tJi I ._.:`•._.1' __ L,_..% _"`-.._. `� ..���,_�` _ . "�._ s _.-.!�,__ r"�_ _ _ —.- _ _ - - �•�.� SOFFIT. SEE ARCH. 2x4 POST UNDER EA w :. METAL DRIP EDGE 1/2" DRYWALL PLANS CURTAIN NAILER r 8 x 8 x 16 K.O. 4x4 w/ 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. II NAILED w/ 8d NAILS @ 6" KEEP IN 3/4 FOR SHEATHING _ o 0 W � a j 1/2" DRYWALL CONNECT ALL 2x STUD = 2X SUBFASCIA 1 x 4 P.T. @WINDOWS ri ri LINTEL BLOCK 1 x 8 P.T. @ S.G.D. O.H. W/ 1 #5 DIA. REBAR & AND LATH WITH FINISH O.C. c m TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. h 0 PSI CONCRETE SEE ELEV. 30 (TYP.) ALL SIDES / / ` (TYP.) FRAME FOR COR- / O !� as NERS FOR NON LOAD V 1008 PLANS PRECAST "u" LINTEL " �� a ° ° �. BEARING SIDES NAILED = 00 _ g 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE u w/ 16d NAILS @ 8" O.C. U = Q va va A OQ p 0/ o Q If J / OPTION: 15132" OSB EXPOSURE 1 ON O.H. EXT. WALL W/ ALL EDGES BLOCKED. \ 1/2" x 8" J-BOLTS (TYP.)4 COURSE HIGH A,F.F. (1) CENTERED EA. / DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE . SEE ELEV. SEE T613 FOR NAIL ATTACHMENT. " / / CMU BASE FILLED w/ CONC SIDE w/2WASHERS ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" �; w/ (4) VERTICAL RENF w/ PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. ell NOTE: 44" MAX. SILL HGT. ON r FILL CELL -(1) #5 DIA, HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS, REBAR W/ 3000 PSI h CONC. ALL LOCATIONS OF COLUMNPARKWAY PLAN Al -Al �� 3000 GULFBREEZE " ��' GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION' &FLOOR PLANS 4 o �( Rig_-��I �" (G.C. TO VERIFY W/ FLOOR PLAN H DIVISION LOCATION: PORT ST. LUCIE LOCATION OF OPENINGS IN N LA SIMPSON LSTA30 SEE FLOOR PLAN �`Y``' EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL w 11-10d TO BEAM ° FOR BEAM SPEC. ♦ Job Information: STUDS ARE REQUIRED). P & TO FRAME BELOW NOTE: 44" MAX. SILL HGT. ON e ° ALL BEDROOM WINDOWS. r VINYL FRAMED WINDOW ellW/SCREEN WINDOW STOOL 1 ° I ///����//// ry CEMENTITIOUS DECORATIVE PER SPECS h PRECAST CONC SILL FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 u INSULATION AT CMU BLOCK WALL 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE T613 1/2" DRYWALL PER FBC AND ENERGY FORM , EXTERIOR FINISH - SUBMITTED WITH PERMIT � ON SHEET 6 (SEE ELEVATIONS) j FOR NAILING INFORMATION FOR APPLICATION DOWEL #5 DIA.. REBAR ' W O ;n `� R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T, 2X #2 SYP. BASE PLATE FTG. 1 x 2 P.T FURRING 17" IN CONCRETE - 25" 1 x 4 P.T. ' I +J 0 AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2 x 8' TITEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN, 6" FROM END - SEE WS07 EXTEND (ACI 530) ABOVE BASE NAILER SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN SIMPSON HETA20 Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO COLUMN Al OR 4x4 POST w/ 2x4 UNDER POST ° ' 7 rI �°'� V a WOOD BASE TERMITE SHIELD EACH END OF BEAM FOR SEE FOUNDATION PLAN , SEE FOUNDATION PLAN FOR , 0 J W Lo LO FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION _ TOP OF SLAB :. NOTE: 2 X 4 P.T. PLATE - ° `, BOTTOM STRAPS MUST B T00, M ♦ Model Name /Number — — — - * INSTAL LED ON INSIDE 0F 00 LI 50 n COLUMN. DO NOT BEND : GRADE n GRADE FILL 8 20 N PLACE STRAPS IN , • , �� RII�i • , ♦ Plan Issue Date: CLEAN _ `) SEE PLAN FOR - CELLS w/#5 REBAR • •: r `; :, (TYP.)4 COURSE HIGH CMU BASE Wednesday, June 23, 2021 COMPACTED} W FILL -• I REBAR QUANTITIES �t ' +• �.• ',-' +° FILLED w/ CONC -SEE PLAN FOR . .. , + ❑ ° + SIZE. TOP OF COLUMN BASE ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE PLAIj SEE FOUNDATION :° +° • +° 2'-0" AFF ° • ." ' ° • +° °-' 16" FOR FTG REQUIREMENTS PLAN 21-6353 ' a NOTE: DETAIL C1121 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: S=2 Of: WWS01 TYPICAL WALL SECTION - 8" CMU 3/4" =1'-0" DETAIL - UNLESS NOTED OTHERWISE CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" =170.1 '0 TYPICAL FRAMING DETAILS (2) 2 x 4 LAMINATIONS W/(9) (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 (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D � 0.182_", L= 3-1/2") OR EQUAL (D = 0.162 L= 3-1/2") OR EQUAL NDTFS• 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 SHDWN FOR 3-PLY) 2) ALL NALS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN • ` FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. 2x8 SYP #2 TOP &BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED ❑I-D CInC' INIT(1 (`NAI I AT JACK TO HEADER, NO BASE EDGE VIEW 7/16" 0,S.B. EA. SIDE 2X BLK'G. f0 O.S.B. ✓V/ 2 - 8d EA. END CONNECTOR REQUIRED INSULATION AT EXTERIOR (3) 16d SEE PLAN a WOOD FRAME WALL PER FBC SP4 AT COMMON FOR WILL AND ENERGY FORM SUBMITTED 24 O-C� NAILS(TYP)� HGT. WITH PERMIT APPLICATION CMU- 7��SiM�M�I III � lop i ..gill 1 4 WINDOW OR DOOR OPN'G i-CMU PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH w/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) 2x4 STUDS' -- 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�M,N 2x8 STUDS PER PLAN (SIM. w/ 2x6 STUDS) BLE 12d i-TOP SPLICE 2 ROWS 12d @ 3" O.C. OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL T3/4"=1'-D * 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) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" W/ SIMPSON SP2 Tl 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 Ih STRAP 10d NAILS @ 8" O/c TYP. DOUBLE 2 x CRIPPLE STI TYPICAL (U.I �F * HOLD DOWN I 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 (Z) 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 2x10 OR GREATER HEADER )OUBLE 2 x #2 i.Y.P. HEADER W/ ./2" FLITCH PLATE 1EADER. (U.N.O.) --ILLING AND BLOCKING AS tEQUIRED FASTENED TO 1EADER W/(2) ROWS )F 12d @ 16" O/C UNLESS VOTED OTHERWISE x 4 STUDS TYP SIMPSON HT74 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE STRUCTURAL SHEATHING I CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE T813 ON SHEET 6 STUD ANCHORING: STUD TO TOP PLATE:SIMPSON INSULATION AT EXTERIOR ' SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS ; AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. ; STUD TO BOT PLATE: SIMPSON SP4 LINTEL 1/2" X 8" NOTE: HOLD FRAMING 1/2' ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL .I WF21 KNEEWALL @ ENTRY FRONT WALL O "K N WOOD BEAM SEE PLAN FOR SIZE - TYPIG WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. . '� P _ � : _ E 'g " Cd co eP o � a00 rto am. c w o a C a m � 'c 0 0 (,,, H a .t C rl fn7 00 � * * * ' ❑ y V E c +l N c' N Q1 J _I J W LL w gm ,ir? d 0- O� ■ 8 m s �' I• .� N �r o o w w �- IL O N O u. w _ Q C 6 N e _. d W � 3 •=O J.L C'd'Q Z O Y f6 q O M W W.=0 Uj n'f6�N W0 WLn Q J m Ns3 M M IL m Q J l Z o1 o Q = WWW.FDSENG.COM C9 Awft z '���o o z 0 N J � � a r- _ Lo zr- N C0 m l I-•= c W c: 2 d LU LU o_ I— 9 m U w o o _ too � o UMom o °' o Q\ �m DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 VDIVISION LOCATION: PORT ST. LUCI E VJob Information: 0 z �Lo c Lo W o i cA % d m � C.) ■ ■ ■ ■ J 0) N CL Lo u- W U) (J IIVI Model Name / Number: 1820 ♦ I Plan Issue Date: Wednesday, June 23, 2021 ♦ KA PROJECT NUMBER: 21-6353 Sheet: S=3 Of: ___ MS181 RETROFIT WALL OVERHANG DETAIL I N.T.S WF39 TRANSOM DETAIL AT ENTRY 1/2" =1'-0' WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" 0.C. MAX (2) 16D NAILS EA. END. SEE [RSH] _ SAME SPACING AS BOTTOM CHORD LATERAL BRACING - SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP TO BE LESS THAN (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 45° _ MINIMUM 2"x4" ' y 8d NAILS @ 4" O.C. ODX 0.1031 @ 84 O.C. EA SIDEW CROSS BRACUVG �• �� WALL AND ROOF ILL (SEE PLAN FOR . - ,.j SHEATHING, SEE T613 LOCATION) BLOCKING FOR SPECIFICATIONS 2x4 SYP L BRACE FOR , "� 2x4 SYP OR RIDGE GABLES 3'-0" TO 5'-11" TALL. � I 2x6 SYP L BRACE FOR ` THEN 48" O.C. AFTER. NAIL w/ 342d @ EACH END & @ GABLES 6'-0' AND TALLER. CROSSING AT 45° ANGLE. ATTACH L BRACE w/ •• (NOT REQ'D WHEN GABLE IS 12d NAILS @ 4" O.C. 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 ' CONT 2x4 SYP OR F(SPANNING BRACE CONNECTOR FROM GABLE TRUSS TRUSS BAYS NAILED) DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. ' (3) 12d , W/ 3-12d TO CHORD (MIN BLOCK PLATE NAIL GABLE TRUSS PER JOINT 1ST 4 BAYS) TO TOP PLATE W/ 16d NAILS @ 4" O.C. 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT CONTINUOUS LATERAL BRACING 2x4 SYP OR SPF BLOCKING r go 4 BAYS AT 48" O.C. MIN. NAIL OVER X-BRACE AS SHOWN - BETWEEN TRUSSES @ 48 KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING TRUSS w/ 3-12d NAILSD MASONRY WALL SYP w/ (3) 12d @ EACH TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TB13 FOR ATTACHMENT TRUSS w/ 212d AND 1 OVER JACK TRUSSES, SEE �., � SIMPSON H8 W/ PLAN. 1010dx1 1/2" NAILS ��� �� TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"xl 1/2" SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1 S w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1 1/21/2" " NAILS N N NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE CHORD CV N P. N TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. XA WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP N______ TRUCTURAL PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD 3 TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSEf HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T III i SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d N � � ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SYP TRUSS BRACING * SPACED AT 10'-0" MAX � � � N to LO 00 a @ W d 9 - EPS SEE PLAN III W 00 o';gi Q oa ik LL j�� py C N •n Y Uf lf1 D 2X4 BLOCKING J HIP TRUSS ig N a� w w FA M� 0 BETWEEN TRUSSES g & , p .& d ° Y 3 Q N C N D IL U7 SECT. A-A� U CL Lu •" L a J s c-I $ d tY vas Z� c Q Q Y ~ 3 TB03 HIP /RIDGE BLOCKING DETAIL N.T.s- TBO4 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. "° �'�"E �y y� WLn100� O 'LA"i06 III 0�.-1 U m m m r3 m � `� aTy� 2 m0 ¢ 0 1 I'Q� p� ri OV 28mc Q =Ln U «d.E c:. - o 3 a o ❑ ❑ ❑ WWW.FDSENG.COM z 0 z — 0 0 10 z C.I a U) a TRUSS NOTES: J 7 1 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-204 U) (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT LO U) z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED LU m TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY — J OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT CONSTRUCTION MATERIAL (SUCH AS GRAVEL EVENLY OVERA LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. •i- w 2 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL � M •� LATERAL BRACING SPECIFIED BY TRUSS MANUF_ SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. & SHALL BE ATTACHED W 2 3-12d NAILS AT EACH TRUSS INTERSECTION. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER / ( ) N 0 w w tlMa BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CE UNG ARE NOT 4. ADDITIONAL BOTTOM CHORD 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. u J CN SEE TYP. TRUSS BLOCKING DETAILS U CN SHEATHING w O 2 O ID - 00 - ID � 00 _ a 3 TO 4 TRUSS x4 AS SHOWN 00 C Y —' TRUSS SPACES ALTERNATE • DIRECTION Q N o i �TRUSE 40I1111�\DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2)-1 NAILS TO EA TRUSS FLORIDA CONTRACTORS LICENSE N RC 3 0 146 OR HCLR/LL IN PLACE OF (4) 10D BBCT�ION REQUIRED @ RAFTERS 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 gk VARIES w ROOF 2x STUD WALL SEE PLAN SEE STRUCTURAL NOTES ANDNAILING SLOPE PORT ST. LUCIE / SCHEDULE (4) 12d NAILS CONV. FRAMED RIDGE \ \ / / SHEATHING DETAILSFO� EA. END � Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING \ (4) 12 IT LANDUSS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES 0 PRE TOP &BOTTOM OR 5 0 2x8 BILKING. NAILED @ EACH48"• \ \ °, SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ / \ B THAN 8'-0"\ 2x4 SPF BRACE \ / ry @ 48" O.C. - NAIL w/(4) 2X4 SPF BLOCKING ,�� ,' COLLAR TIE \ \ 12d AT EACH END & \ @ 48" O.C. MAX.W/ 2X4 BRACE@ 4' 0" EVERY 3rd SHEATHIN RAFTER \ ALTERNATE DIRECTION \ \ (3) 12d END NAILS EACH END ON CENTER—►,' ,' 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) . ,� ,� i � J Of— TRUSSES W/ (2) 12d NAILS , , rl @ EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X3-1/2" / / TRUSSES ,' ,' O a) ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN , ,' W i It BLOCKING OR H5 @ 48" O.C. / / (1)�%% 16 O 6CONT_ PRE-ENG. TRUSS \ / / > ti ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING AT ALL HAND FRAMED AREAS TYP.J \ / / Z ■ . . ■ • �•�/'� 0) d CHORD , �... U W 0) SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / ',' TRUSSES J W d o ILL 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS @ 2'-0" ON CENTER 2X4 SPF BLOCKING V Model Name/ Number: AT 8'-0" SS EACH END MAX 2x6 RAFTERS @ 2'-O"O.C. \ /\ / BETWEEN TRUSSES '� MAX. w/ (3) 12d COMMON X @ 24" O.C. MAX.w/ • TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN \ / \ 3 12d EA. END TYP. / • • \ ( ) (TYP.) • .1 1820 (SEE PLANS FOR TYPE) 4 FT @ 2--0" D.C. MAX W / (3)1DD CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM SEE PLAN SIMPSON HGMA10 . Pian Issue Date: 2X4 CONT. AT STEEL OR WOOD 1/2" GAP @ 4'-0" O.C. MAX„ T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE • Wednesday, June 23, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARINGSEE EXTERIOR INTERIOR � � KA PROJECT NUMBER: PLAN FOR MORE SHEATHING INFORMATION 21-6353 2x4 S.Y.P. @ 16" O.C. $" C.M.U. SEE PLAN FOR REINF Sheet: S=4 Of: TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. TB14 I NON -BEARING EXTERIOR CMU WALL N.T.s. ROOF FRAMING AND BRACING DETAILS I1 THERMA-TFU 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 3/1.611 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 6„ J 6„ E 6" 6" SINGLE DOOR 6'' I! DOUBLE DOOR W/ SIDELITES 3,1 SPA EVE SINGLE DOOR W SIDELITE 31, 6' SPACE EVENLY 51, SINGLE DOOR W/ SIDELITES 31 (V" ) J I DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB Z 1 ,11 i°®lit" II° 1 f - Ir - Ir 0 z I� - ��°� 16" MIN. DIAMETER - a I CONCRETE FOOTING rl _ ___�. PROTECTIONaA .T R.RIER DE Al L 1 N.S. 51, SPACE EVENLY 8„ S„ S„ B„ 8„ " e SEALANT Ll NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. 5 PER SHINGLE. Poo{ Oeo \ \\\ ° i� • Roo{ Oeak 36Line valley by centering coo ao ea�eS ` - CerlalnTeed WinerGuary dt.�aass�0 0 aterproofing s Ingle easy in�dQeyN� SVdeV-� nderlaymenL or 7?,6' odeda A•"`�aP dp edge quivalent dh to Coo`tse use Goose E �ah0 Goose Ltd Oooh� , ` M tad stCo`ss ` Rake 1 �� I o not nail within MQtal ` Drip 22. 6" of Embed each sh Ingle Edge 7T ° ,' valley centerline r Ina 2" wide strl of asp�elt 5° � raging cui'ment. Cut 2" I diagonal)Y off upper Save 7" ocher 0 trimmed( pieces to use in 5th [xim /^ s ]e. , tend Lhe shingles over the rake and eaves about)/2" if drip edge is Cut shingles 2" used, or about 3/4" back from if no drip edge Is Used. valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY RED, PAINTED BEHIND FLASHING . WALL FINISH FE AND EXTENDING A LOCATIONS)- MINIMUM OF 6" ABOVE 6"H GALV. VERTICAL RISE GF FLASHING VERTICAL WALLHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT Roor SHINGLE$ F- 6" X 6" H GALV. FLASHING CONT. ro d I FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET °j KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW o, AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN,) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS o' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU \ THE W'DOW FRAME INTO MASONRY ,. a' JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY (OPENING WINDOW INSTALLATION N.T.S 11/2m MIN. EMBEDMENT — 'S WOOD SCREUJ EM TYPICAL FRAME OPEENING WINDOW INSTALLATION N.T.S 3/4" MIN. EDGE DISTANCE 1/'4" MAX. $HIM SPACE R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MIN MUM Or Sin (76cm). SAVE DRIP EDGES STALL EX"END Vain BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 21n. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE LNDFRLAYMFNT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL RE A MINIMUM 4in W'.OTH OF ROOF CEMENT INSTALLED OVER ]HE DRIP EDGE FLANGE. URI- EDGE SHALL BE MECHANICALLY FASTEINEU A MAXIMUM OF 12in ON CENTER, WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 IS 110 MPH (177 KM/HI OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MECHANICALLY FASTFNFD A MAXIMUM OF4INCHES ON CENTER_ Maximum Fastener Spacing (lambs, Head and Sill) Till 0__" II Screws Mounting Fin -`..-- .-it Exterior iew vwndow of Fixed I_ Wall Framing: #2 Spruce/Pine/Fii Or Better \, Silicone #10x1-1/2" / - Screw Minimum Penetration 1-318" Glazing Bead _J Cross Section View "h Minimum l " Silicone E#erior Sheathing note; the strongly recommend we use ornasnmg and/orrrasnfng rapes and sltl pans asstereomA5TM EZIlz-01. xowever, due to variation /n codes and bullding types, It /s left up to the and user to determine the proper Installat/on of these Items, -f,. is got )i ,, the b ,bie aap rnav be p-cgced b fir insDection, b,; : P - ,-is - 0h k t� wr: l to prj,.int the bkyk,,,,f'I in . 2. h , a,u r,,: er da a e �r , co„s, _, , U Step i Measure to be sure the opening is 3/8" th i/X' larger than the window size both vertically and horizontally. You may wish to pre -drill the installation hales in the An at this time. D&Warrd M 2M7pxtreor holes in the MVtf% fin, asOW are not netessaMl Step 2 Apply a generous bead of silicone to the backside of the mounting On. Use enough silicone to sufficiently fill all voids between the fin and the wall sheathing. Step 3 Insert the window into the opening from the outside, The 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 1/4" gap between the window and wall framing. Step 5 Install a #10 x 1-1/2" screw 4" from the comer of the fin at 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 fin. 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/P'xta (Fir. Fasteners should be #10 screws of sufTiclent lengtlh to achieve 1.3/9' enetraton into the wall and no less than ill" from edge of framing.. Fastener quantities needed in each side of frame to achieve 8" Le2a of Frame Member 10" 18- 26" I 34" 42" SO- S8" 66" 7,r 82" 90" 96" Number of Fasteners 2 3 4 1 S 1 6 7 8 9 10 11 12 1 13 Step 7 Remove excess silicone "squeeze out" from around the An 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, this must be the P �`,' L,t`tAMDIT'G 3) Ff FtJt:r'•:, Step 9 Since these windows are typically used in rooms with high moisture, le' bathrooms, it is recommended that the interior gap between the window and wall framing also be sealed with silicone and tooled so as not to interfere with the installation of wallboard, tie or trim, Step 10 Once all construction is complete, remove the bubble wrap from the inside and outside of the window. If necessary, dean the blocks with a mild detergent and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR 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 DADE 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 -ridge vent" I I` 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 JTAMKO #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" "1'" BOLTS FL16546.8 W7 2nd Choice +30,0/-32.0 CLOPAY 8 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 FIBERGLASS DOOR 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 THEREAFTER. (TYPICAL ALL 4 SIDES) Sidelights THERIVIA PLAT PRO FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 Alum. reinforced 2nd Cho4ce 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 /" 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 OFSUFFICIENT8" MIN. EMBED. INTH WOOD BUCK. FL 17894.2 (flange) INSTALLATION OTN THROUGVIDE 2x BUCK USE #8 WOOD SO CREW OF 3540 SERIES +50.0-50.0 / MI WINDOWS Single Hung SUFFIENT LENGTH TO ACHIEVE 3-1/2" INCH MINIMUM EMBEDMENT FU7676.2 (fin) IN WOOD SUBSTRATE. Ml WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE 1h/4 FL 18504.1 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 R-6 WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 1.0" 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 vim I sta les solid 144 vented -145 FL12194.2 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS Storm Panels FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: R. # 5612t3 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: a m 15 y �, % N tD In W }" to co ti tj o e rn LLL U_ rr. `p A=b Sm ° CD �w�00 Z 9NI� a LLI W d. �� gll,nM�Co a �LW i�J L.�G cn a � cn k� � �Y, W rt 1W rn--, JQ~ a- � I U7)F yZ 04 g tE LL cd' iir0 Il'stag-g7 o8;; SQ a y �y 9 VJNM+.FDSENG.CDM IJ El 11 0L2 z a — 0 0 Z N °0 z, Q I a � — to t- zUl i l!`1 m w� � � c m +U — m w +Calm Ln C 1 tdr) M cro ►— _j ro U N EIULJ O 00 ' r w �00EIE U nj) ao c Q N C oA > :, ,.' CrAMS HOMES - a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E VI Job Information: 0 1 z �to to W a N (n M 0 uv .. A) J W 4 Model Name / Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6353 Sheet: S-5- Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH /r RESISTWE BARRIER & WEATHER RESISTIVE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall SELF -ADHERED FLASHING TEMPORARILY SECURE DOOR ROUGH OPENING TO BE USED. envelope shall include flashing as described in Section R703.4. WEATHER WINDOW UNIT 0/' RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE s EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. 0.3 in: 12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP / THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 Cm) 11703.2 Water -resistive barrier, One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WALL BY 6 IN. UP JAMB L USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 ILI OR EQUAL WEATHER PROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 Inches. Other approved materials shall be installed in accordance with the WEATHER SELF ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive RESISITIVE CEMT. FIN. barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER PER FBC-R (CURRENT EDITION) 703.7.3 manner to meet the requirements of the exterior wall envelope as described In Section R703.1. SEAL TOPS OF JOISTS q p UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of (trade D paper. The individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain RIM JOIST to the water -resistive barrier is directed between the layers. 1. Cut, fold up & temporarily secure weather Refer to the number marked as ® in each detail that corresponds to the 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 has a water resistance equal to or 2. Self -adhered flashing plus head flashing under weather greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater resistive barrier 1 a PAPER 1. Install self -adhered flashing in order as shown by numbers -absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be Scale: NTS SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW WPM EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 water to the building structural framing components. SoMadherod membranes used as flashing shall comply with 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6 x 6 with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in ADHESIVE exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF ADHERED ASPHALT 6. Fold as shown b arrows; ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE y flashings shall be installed at the followinglocations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit ' '• `? t /r3 d', FLANGED WINDOW tight to corner UP JAMB 6". USE LIQUID NAIL BRAND REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING 11 (SEE DETAIL WPM) 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the <,•, o ' ,;� SCORED y y exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically r� N LETTER ON CHEMICAL attached flexible flashin s shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed t!`u COMPATIBILITY � RELEASE PAPER g g g •'; e;;: ^• N in accordance with one or more of the following:LU (BEFORE FOLDING, SCORE .- t • ,. -* m SELF -ADHERED FLASHING, �'° RELEASE PAPER TO EXPOSE{ G ' �`r N SELF -ADHERED EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the G W FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing �j'•, ; (P 47r • O BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings., - THRESHOLD Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to '�� �� ^ '>'•' • . , 0' . MECHANICALLY FASTEN AS ® a s the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection A` NECESSARY IN CORNERS THROUGH at the head and sides. �`rd��Y to SECTION A SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional c (SEE DETAIL WP02) 1.3 In accordance with other approved methods. SELF -ADHERED O 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ ' 2 WDMA 300 or FMA/AAMA/WDMA 400. z 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING cJ projecting lips on both sides under stucco copings. NAILING FLANGE 1 4 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS 6 4. Continuously above all projecting wood trim. ; 'b p DO NOT FLASH OVER UNDER DECKING 2 7 S BOTTOM NAILING 8 (SEE DETAIL WP07) 8 ss FLANGE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. W ®= I � m � �d=� ' �-4 6. At wall and roof intersections..2 V, o LL SELF -ADHERED FLASHING /� / P 04 SELF -ADHERED FLASHING W P 0 SELF -ADHERED FLASHING \ /� / PO �+to v N . HALF ROUND WINDOW y H EXTERIOR DOOR WITH DECK INSIDE CORNER V V V 7. At built -In gutters.N�O = W a r , C_ z w w=mTi� mV 10 n- �i a •� 2'Sir `° � LLI Y 3 W_ N C -} �P �� LL i o 8LL mW � ono O- w Y. FLASHING • r m �' S 0 SELF-ADHEREDy o fl p OO DECK PROTECTOR � " ti f X � m m a imam O J SHEATHING $„ y 7/ Cement Plaster 7l8" Cement Plaste x a a a 1°�� in accordance with H a w Z a o in accordance with r 0 u v a - ASTMC926 ASTMC926 " N 09 .y ° WWW,FDSEAG.COMu ❑ ❑ ❑ SELF -ADHERED ' FLASHING PATCH Felt backed metal Felt backed metal lathe in accordancelathe in accordance UI with ASTMC1063 with ASTMC1063 _ SELF -ADHERED FLASHING ZZ DECK PROTECTOR" , o S r`"' Z � O = Building Paper � � � Building Paper 7/16" O.S.B. -7/16" O.S.B. sheathing �+ g sheathing LO Ii ,�,,, cars" �� �,� Z N @ DOUBLE ' SINGLE JOIST ��r Metal Keep top edge O ,� JOIST i SELF -ADHERED FLASHING Flashing of weep screed SELF ADHERED FLASHING`" = W top Of below o a • 3 1 /2" block o .`-° 2 Unperforated • ' LL, � 3" MIN 4 Vulcum Flange 7/8"a� 4�ro Weep Screed cauk bottom M "e z joint only R3 m 2 5 : w o = N r Maintain t o Bottom of Metal Flashing ' 3-1/2" Unperforated SELF -ADHERED FLASHING SELF -ADHERED FLASHING APPLY LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN \ p / PO9 Weep So �eed Flange 7/8" Weep Screed c W o Y ' 1H0.$362x;DECK JOIST WP07 OUTSIDE CORNER W P O 8 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE V V in -r o INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" Cementitious Q N 0 W rQ m Sheathing Decorative Finish IDAM 5 HOMES fiilllW o•, .•oAll inside and .••• outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 •'�• , need to be miter 3000 GaULFBREEZE PARKWAY EXTERIOR WINDOW UNIT CEMT. FIN. cut and caulked all Cement Plaster , • butt joints need to GULFBREEZE, FLORIDA 32563 BUILDING PAPER in accordance ',''°• , •4•',ecaulked using SLOPE SLOPE with ASTMC926 4) c um caulk for alb DIVISION LOCATION: SLOPE 0.3 in : 12.0 in 0.3 in :12.0 in over wood 2nd . PORT ST. LUCIE 0.6 cm : 30.5 cm ( ) t - j,•„_."< Job Information: 0.3 in : 12.0 in ( ) 0.6 cm : 30.5 cm floor p (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING �- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH A,11 1 /2" Cement SELF -ADHERED FLASHING Plaster Finish 7 G.. c � Block L IJ U) M WIRE LATH • 2 1 /2" Perforated - ''o. Flange 1 /2" Weep > w°o BUILDING PAPER BUILDING PAPER •',.o, Screed U_ Cement ' ' Plaster Z V isefloorck ' . m M I.L. EXTERIOR WINDOW UNIT CEMT. FIN. Slab Install bottom Model Name / Number: edge of weep screed 1" below 1820 finish floor Plan Issue Date: OPTIONAL ETAI L Wednesday, June 23, 2021 2 2 KA PROJECT NUMBER: 3 3 O Note: 21-6353 The building paper and metal lath WEEP SCREED DETAIL Sheet: WP Of: must be installed over the top of SELF -ADHERED FLASHING WP10 SELF -ADHERED FLASHING WP 11 T. SELF -ADHERED FLASHING �/P 12 the weep screed. SCALE: NOT TO SCALE CEMT- FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT FINISH PARAPET WALL WATER PROOF ___ DETAILS 5" bath duct to roof cap w/ standard 70 cfm both fan 25 SH r j1P---Q.Q VA U LTE D -' E; L I N G M 130 14x8- Wwdd 2x1 2 ral a 0 2 r 2668 EN BATH 2\ a 01 PRECAS1rB07 0%9 * C-'-R-* 0 - - - - - - - - - - Sox 25 SH LU LANAI )MER'S BEII)RQQ� VAULTED �!,-IUNQ- fAU:--F aILING 22� 21368 TR 16x16 rag V+x,,-+ rag -FAMILY ROOM 10' CqUNG ii iR \-2,\6 WALL -------- -- i Oxi-C UID R 0 0 Pv1 6 VA�ji TED 10x 1'wcd 65 6" LU fV A 14>8 1wcd 210 3g 811 -), -------- -------------- -- -- -------- T, - - - - - - - - - - - Iry - 1R/ISH �4x18 fb g lug I :M cD III I-MI.Ma-RQ0.. INA 811 14x8 1 wcd 145 > 9" -f- 12 x1 2 rag A ;1 --------------- 7 -------------- -- EI 12x1 2 4 BEDROOM ` rag FOYER 10' CEILING VAULTED CULING ADD INVERTED M HIP w/ BE Ev L— ---------- 12X6 1wcd ME ELEVAMN R011 3.0 TON W/5KW @240V - PH 18x13 plen scale :1/4"=1'0" platform by b1dr 1 4x 8 1 W rll� 200 :1ZD q�4 ......... 6-A 6 rag 1 :J 2 1311 72,56 4" —ST) . ............ 10X6 lwc-,� 45 —7 14p$ QWN.Efll BA3XA BATIK VAU TED OLG, 5 .0 ....... ......... ............. ---------------- (D 8" AU 0 ED CLL z,� 1 4x8 1 w(:rd: 11 "1 155 2 NOO VAULTED 1A n' 8x4 1 wqd 2 —1111 40 L - - - Nj STEP --,N 5--A DRYER VENT J- NSOO-ANh-f-� THRU ROOF\S- O-X -- MAX LGT 3101 PULL D,.�AlRS :22WX5 --------- --- duct .W/C2) 12:' S. L dr A .-yer GRESZ TRANS. PE 3 CAR GARAGE to roof cap C E LING (w/dryer vent box : EN --yr, 10, CEIA01 NOTE TO BUILDER: VIUS'- PROVIDE UNRESTRICTED 7 1INCH UNDERCUT J BELOW DOORS !0 HABITABLE ROOMS Transfer ducts/grills sized in ccr7- ' plicrce with Florida Residential Building Code—V'602.4 balanced return air. EXCEPTIONS 1-3 LINE OF GARAGE UKIOR --- --- ------ — — ------ ------ 04ERHEAD Lid R FLOOR PLAN ALL ELEVATIONS VERIFY W1 B:—! i LDER 5 bath duct LI I o root cap w/ standard 70 cfm bath fan 42X42 A/C SLAB BY 13LDR MIN 2' FROM WALL REV'41EWED FOR, CODE GOMIPLIANC"E NdOF �A;K;L DOOR --- ST� LUCIE COUNTV 300C M1 -80 —S. 7"o—VERMAQ DOOR AREA CALCULATIONS L,t R-OOR 1820'- 70TAL LIVING (AC) ; .320 C.hRAGE r5qf, S.F. MLRED ENTRY -'OASE) ZJG 5.F. COVERED PATIO,/LANAI 137 S.F. —.MTALAqFAUNOrRR00F 2 F-602 S.F. FIL dy E CORIr