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HomeMy WebLinkAboutBUILDING PLANTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDf_S, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPF30VED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET 1N TABLE 11702.1(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 AWATER-RESISTIVE VAPOR -PERMEABLE BA RRIER WITH A PER FORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS, NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS 01, THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER 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 P 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 (fm = 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 BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL SHALL BE USED. AT A MINIMUM ALL WOOD STRUCTURAL FRAMING MEMBERS ALL 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/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 0 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFI CATION FOR STRESS ACCORDANCE WITH -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 TRUST; 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 TRUSSES PLATE CONNECTED WOOD PER THE TRUSS PLATE INSTITUTE TPI LATES T 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 - AAF 20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TI./240 COMMMENTS: ROOF RAFTERS LL/180 T1/120 ROOF RAFTERS (W/O CLG) LL/360 TI /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 CHORE) DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-} VALUE DENOTES SUCTION DIAGRAM AREA O 5O (+) 27.6 (+) 27.6 10 () 29.9 () 37.0 (+) 26.5 (+) 26.5 20 (_) 28.8 0 34.4 O 0 O 50 (+) 24.8 (+) 24.8 (-) 27A 0 31.1 (+) 23.4 (+) 23.4 100 (-) 25.7 () 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 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 FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. 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 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. LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to THE EPDXY FILLED HOLE, USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 5. ALL GLASS 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not responsible for any plan errors, omissions,or misinterpretations 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: undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) 45 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the s 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). CONSTRUCTION MAY BE SUBSTITUTED WITH 1 SIMPSON MTSM16 TWIST STRAP W 4 1/4"x 21/�" TITENS TO 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRU () / () CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED To, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE OORAITHE information found in these plans should be directed our Quality Assurance Manager immediately. No backcharges will be considered MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. RESIDENCE CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER TO PROTECT, WITHOUT LIMITATION,for 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 reimbursement by the Designer/Engineer without advanced NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE PERIL CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. 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 MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DAMS HOMES iiiiiiiiiOf Northwest Florida 1110, W 1, N 0 N N r W t4 7 m L H ,q•dT (0 Nt o s W n W $�F €�Bds I- d_ 0~0 c ol.W �1 O 6"10, WN J LL J LL J LL W pmN . V m jti pa��{-Z ■� yNn C W Q. wpm �LL w W �u dw :> o. c a w 0 W cam- m � a3' $- apt v N M-E m Q -� m Q r o 3 c � .v J a z8d2) z a F° WWW.FDSENG.COM ❑ Z � - 0 z 0 0 N 'Q a �- J � in Z r- N V) M }" M Lu -1 4�_ p q - o OLu UO& t�IP c =) C: M ,- =; M + iA U N E ti saga, 00 c Q N O ato f -THOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: O 41 W °� LO C6 0 se V 00 °- '� _I L1J LO U0 m 0 IVI Model Name / Number: ♦ Plan Issue Date: Thursday, August 12, 2021 VT KA PROJECT NUMBER: MODEL 1820 21-11549 Sheet: ,/ Of: COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSUREB A +27.6 / -29.9 1 rB� +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(plfl BW1 16" (2) 16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT BW2 SP2 W/ (6)-10d SP1 W/ (%lOd SPF 402 16" STUD, (6) tOd PLATE STUD, (4) 10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, (4) 10d PLATE BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6)-10d BW5 16" STUD, 6 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 878 16" STUD 6 10d PLATE STUD, 4 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFr SP2 W/ (6r10d SP1 W/ (6F10d BW8 12" STUD, (6)1Od PLATE STUD, (4)10d PLATE SPF 535 BW9 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SPF 1070 12" STUD, (6) 1Gd PLATE STUD, (4) 10d PLATE BW10 12" (2) 16d TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/(6}10d SP1 W/(6yi0d SYP 585 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE (2) SP2 W/ (6) 10d SP1 W/ (6}10d BW12 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL �,, SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BEIGNORED. 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.8 @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O,C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT Woo SEE GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 02 LINO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" S INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO T FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) ) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL HEDULE E P I 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SC ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8, IF THE BLARING WALL IS INDICATED WITH THE BW1. BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. lOd= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 E (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS c (3) 2 x 4 SYP #1 OR (4) -16d TOENAILS O DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 SIDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U - 6665 2200 SYP POST & (12) - 1.6d 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 FEB I 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR* 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** 3.5 x 7 P.L. HOU8-SDS2.5 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 Ft-2400 PSI HDUB 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 Pk HOU8-SDS2.5 W/ (20) 1/4" x C12 1.8E F1D-2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH, STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LIND ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (1.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2'h" 0.131" X 21/2" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS Sod OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148' X 31/4" 0.131 " X 31/a" NAILS & TOP PLATE 12d 0.148" X 31/4" 0.131' X 31/4" 8" O.C-(COMMON) STUD WALL 6" O.C.(GUN NAIL CORNERS 10d 0.148" X 3" 1 0,131" X 3" 8" O.C.(COMMON) STUD PACK G" O.C. GUN NAIL COLUMNS 16d 0.162" X 31h" 0,131" X 3'A" (2) 16D(COMMON) SEE PLAN 1 (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 tit SYP W/ 112" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) - 2X12 92 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) - 1 3/4" X 11 1A ATTACH TOGETHER WI (2) ROWS 1/4" X 31/2' H5 LVL 2.0E Fb=2600 PSI SOS WD SCREWS @ 16" O.C. TYP. EACH SIDE (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER WI (3) ROWS 1/4" X 31/2 H6 LVL 2.0E Fb=2600 PSI SOS 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) 16'-0" 1 (3) (4) 1 (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" D.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. S. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 059 FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) I SON LSTA24 OR 2 S MP ( ) BM OSB FLITCH PLATE. NAIL BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS @ 12" 2" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE EACH COL U.N.O. ON ROOF PLAN_ (2) - 2 x 12 #2 SYP W/ 7/16" PROVIDE 2 CONNECTION R ( ) M3 OSB FLITCH PLATE, NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING 2 ) SIMPSON HTS20 T0 WOOD POST ROWS OF 12d NAILS @ 12'• OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE 0 ROOF PLAN. COL. U.N 0. N (2) - 1 3/4" x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E rb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2' SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP, COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4" x 11 7/8" LVL 2.0E b=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETAi6 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI, NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.NA. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 49'-S" 39'-8" lo 12'-10" ol 5' 4" ' 6" 4'-10" © 25 SH O 25 SH PRECAST BOTTO 6'-8" ` EGRESS ``. - - - - _@ - EGRESS ' 3'-10" 13'-0" 12'-10" HOSE ` LUto BIBB o LU o Q OWNER'SROOM LANAI W o BEDROOM #2 VAULT M s VAULT CEILING. U Q a 9 3 M VAULTED CEILING D CEILING Q k m O m O ----- - - - ----�-- -------- ---G-T=- ------------ , - S01OC -------- _----__---- ----------y 12' 4" 6" 0" 5'-0" 7'-2" 3' 8" 2'-0" 7'-2" H1 (2) 3050 S H2 ,- 2868 2668 2668 -2" L" 8' CLG. A2' O BW1 to - - - - - 0 J 1R/1SH 0 OA W W/ BASE PLATE 49 LO N o w ATTACHMENTS OET BRG. WALL cc m ; o, a- 00 BATH 2 boo N m C4 DETAIL w VAULTED CLG W In n �� 66s 20 8 MI YR o I I 3' ' M I III co 0 -0" 10' CEILING 6'-8" 1 11�-o 0 0 7-11 17 in o OP v I - W.W. 1 `W.W �1 10' CLGI bo 2668 2x6 WALL �R 0 00 I ---------f--------------------- ----------------- --------, , - 00 4 A N O _ - N 1R/1SH '- BEDROOM #3 0 ro O VAULTED CEILING a 3'-8" '-4" 2'-8"1 4'-0" m 13'-4" I I 12'-8" A O I O N 0 ' 3' 4" 9' 4" LU o 3 X 4 ,� BATH ¢ 3'-5" LO N v w 0 F.WR VAULTED LG. LO N S , I „. 36" FLAT BAR 5068 I I �TOP ON 341/z" I d0 8' CLG. �v -------------- ----- +-- ----- ---- `.;. WALL I - - \` .1 N - - - - - - - - - - ` 1R/1SH RANGE/ D/W `. �. 00 HOOD DBL. SINK PROVIDE PLATFORM ; ih FOR HVAC UNIT w iN VERIFY SIZE WITH Z KITCHEN MFGR DINING ROOM iN ©� o VAULTED CLG. ; VAULTED CEILING _ LO m = (n LO C O 9'-5„ 3,_7„ 6'-6" 7'-4" 12'-10" LO o -------- 2668 REFRIG. `-. _ _' 0? z o J + q VERIFY ,.` O LOCATION W/ BUILDER NOOK I VAULTED CLG. I [ I LAUN" 10, CLG. w v N N I[ 1 I HANSON BOX 04 ao a 3 1 @ 36" AFF I I h 1 L - -i L I - - - , 2868 DRYER VENT „STEP DN. THRU ROOF cm `i FOYER T DEN 10' CEILING O t° N BEDROOM #4 MAX LGT 35' O" - - - - - - , VAULTED CEILING PULL DN. STAIRS ' ; ADD INVERTED 221/," x 54" m 'S WF39 HIP w/ B ELEV, S3 op 4 C? NOTE: BUILDER TO PROVID APPLIANCE PROTECTION IF A REQUIRED BY MUNICIPALITY. ' I SEE SHEET 4 FOR DETAILS GRESS /(2) 12" S.L. oo - ' 3 CAR GARAGE TRANS. PER U to 8' CEILING I LEVATto iio N ; o c7 I 3 WF21 q 30' 0" S1 '4 S 3 2'-10" 10'-6„ N ENTRY � EGRESS 4 _ (CN G.T. (ELEV "B" ONLY) 10' CEILING SEE ELEVATION FOR LINE OF GARAGE L400R "--- T--------1 - GARAGE DOOR ------- ----- - M31' C 04 WINDOW SIZE&STYLE ;; S-3 ■ ' 4IFELEV. ---- -LINE I BM3 , I "B" - "D" - , ' -------------- 16' SQUARE CD04 COLUMN TOP @ 9'-0" '-4" 2'-8" 9'-4" ' I I S-3 CD21 S12 S-2 I S12 S 2 0 HOSE , S-2 z BIBB I O I ' I i 1 I ' , O 1 8 x 7 OVERHEAD DOOR %:�j I k 16 x 7 OVERHEAD DOOR 2'-0" 8'-0" 2'-0" 16'-0" 2'-0" 6'-4" 13'4' lo 10'-0" 20'-0" 191$1, 49'-8" 11 FLOOR PLAN SCA[-E: 1/4" =1'-0" ALI- ELEVATIONS © +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27A O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL I GENERAL NOTES 1. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 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. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Tabie 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. 4. 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 but Iding, the operable window shall comply with one of the following [3 listed methods]. 5.R 308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. 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 9. 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 shal I be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 70 screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications �i N 0 N 0,4>1tECtIOlt�d N cH 00 ' \ l u , 40i If d �5 *' c 1 Farm 8� W (o ;d* 0 N fD L0 io o~o 03��pQQp-yy� U= m a �� N ci J J J s �m�cm .�i.� L 0 pS am y �. LLLL ."V.,�2 Z U.1 aw. n H 23 m LWL1 13t9J��� n. W LU 3 Nd - .m5 L Q 0 �ry'ey cL- a WN m",� M 0 W m J w IL IW Goy^� "J U') ''t. 2 Q Q Q D_ 6 3 c tm! U Z J a c� �? T� 111 0 I. 'y � WWW.PDSENG.COM 0 0 0 Z S Z N "O Z Q Isle V / r- I M w -a &!una Q- w U -61 E W O U00 Do J N U004 Q N O bA Q m I � -. /A\,1D:)AMSH0M1ES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: rPORT ST. LUCIE VJob Information: nroo O z ��LO ��� w n m c0 tD LO I�JW� m 0 Ln LL J m Cn Cn r ITI Model Name / Number: AREA CALCULATIONS 1st FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 596 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2609 S.F. 1820 ♦ I Plan Issue Date: Thursday, August 12, 2021 ♦ KA PROJECT NUMBER: 21-11549 Sheet: Of: 2 1 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 IF CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. STEM WALL OPTION IS T. BE USED. REINF. OPTIONAL CURB FOR VARIES GRADE F.F_- SEE PLAN MASONRY @ ELEV. 0' 0" ., F_F_ F W/ (1) - #5 BAR CONT. 00 N o ) 2 STORY: 20" X 20" iv • • REINF. N W/ (3) - #5 CONT. IN, 16" (2) #5 SEE PLAN • (2) # 5 REBAR REBAR BEARING 16 FM01 SINGLE STORY FTG 1/2" = 1'-0" FM02 I SECTION @ GARAGE 1/2" =1'-0" REINF. SEE PLAN= _F_F. ;oL 8 (1) #5 REBAR CONT. FM03 I THICKENED EDGE 1 1/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR, ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE 4" CONC. DRIVE W/ 1/2" EX P JOINTS 10" O.C. TYP. • 2 STORY: 20" X 20" W/ (3) - #5 CONT. 16 (2) #5 REBAR FM09 SECTION @ GAR. DOOR 1/2" = 1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) EE PLAN N ' 14VI 4" - 2-#5 REBAR SEE PLAN 8" 4" = 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/ MANUR 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. MARK SIZE DEPTH REINFORCING CAP, Ilbs F1.0 1'-0" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 r2,0 2' 0" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" X 2'-6" 1`-0" 3 #5 E.W. BOT. 11000 F3.0 3%0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-6" X 31-6" 1`-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0' 5 #5 E.W. BOT. 28000 F4.5 4'-6" X 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" X 6'-0" VA" 7 #5 E.W. BOT. 61500 FM11 I STEP DOWN BRG. 1 1/2" =1'-0" I FM12 I STEP DOWN NON BRG. ! 1/2" ALTERNATE: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" LEGEND C� INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING 00 3" n wto SEE PLAN ct p TYP. SEC. I FY) 00 Z � �L I) 2 #5 CONT. 2 #5 BENT BARS W/ w w MIN. 25" LAP SPLICE min FLR. 16" MIN. 0 DRAIN 2 #5 CONT. FM18 TYP. STEP FTG. DETAIL 1/2" = 1'-O" GRADE REINF. #5 CONT REINF. SEE PLAN SEE FIND. FOR QUANTITY OD #5 X 25" X 25" Q c CORNER BAR ONE N FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2) #5 REBAR 17 16" " A/C CHASE ' 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 I 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 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0' >4'-O" - 5'-4" 16" 16" 48'' 48- W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. EC. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) 45 HORIZ. CONT. TIED'. EA. VERTICAL REINF, BAR— #4 TURN BAR @ STEM WALLS GREATER THAN 4,-0" (1) #5 HORIZ. CONT. TIED' EA. VERTICAL REINF, B FIN GRADE- 8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL/ IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) COVER d FMASW I STEM WALL SCHEDULE 1/2" = 1' - 0" NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0' FIBERMESH CAN NOT BE USED AND -VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. W-O" INTO SLAB/ STEM SEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #g CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE *16" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" .Cl O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" *16„ n * TALL (TYPICAL ALL CORNERS) C. 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. S. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS A Ck' Q„ 10' 0" 13' 10" 13' 0" 12' 10" ol 1' 8" 4' 0" 3' 6" 4' 8" ' 4" 3' 10" 4' 0" 3' 8" FM19 3 TYP. @ ■ ■ ■ ------------ ■ ■ ■ ■ ■ _CORNERS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — y --------------------—---------- HOSE ' 6MO3 BIBB 1 FM01 � ' FM11 o FM11 O 1 1 I (ii , I O U W I 0 I I 1 I I I I ■ ; F2.5 m Q F2.5 I 1 = 0 1 I L ' 0 1 a. 00 1 60 I ' STEP DN 4' ' 1 1 I fY1 , I I I ■ 1 1 . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + ' I 1 FM 11 , , , 0 1 3 1I TUB ; ■ .� W.C. ; ' UNIT I 1 I LAV. ; - I r:r n-o LAV I I rr —_�� f' I I I c0 io Id� I JJ Cby ----------__ L iLJ—T— s ------ =:j `, 2' 8„ 3, 1,. 1, 11,. LAV N I O� Gj ' I Lo70, o ■ 1° 11' 8" o O� Nov W.C. ■ I ■ r 1== r 00 I 1 TUB S,`PYLES VARIES I , 1 VERIF4 DRAIN 1 3X4 I I `�� F.& I Lo r L — ._ — J L ■2, 2„ 12' 10" r-----, 24' 8"'ol rr i = ni , 00 �r D/N -0 00 SINK,,, I to 1 I 1 ' 12' 11" PROVIDE CHASE ' 1 o FOR HVAC UNIT ' ' VERIFY LOCATION ; 0 7' 01' 3, 0„ I 1 0 i- 1 1 1 ' FM01 - Q� ' ; COMP. UNIT900 3 , I I I r , I J: 1 I■IL i WASH I I Q 3 m ��-1=` _j II ------------- ------------' -------------- ■ O- 00 STEP DN. 4" ; M(.H-c----------------- � F 312 FM11 3 ��� F2.5 I 1 I I ' 00 I I w 1 I I 1 ' 0] Z ' IJ Q r — a _ — _ — _ — _ _ — — .. _ _ _ _ _ _ — _ _ I 1 ■ tz ■ ■ FM02 0 , STEP DN. 51h" i I 6' 4" I- 1 I 1 ` _ U , W zt 1 00 '- - - - - - - - - --- - -- - - - - - - - - - - - - - - - - - -; g z------------------------------- CA tO I ( a ; = o ■ ■ ■ CN i ■ d' I 3' 8" 7' 0" 2' 8" d. ' F2.5 1 I ----- ---------- , ' 1 4„ ' FM03 rn 00 3 fO ' FM09 ' 3 F2.5 ( FM09 I CN io ' I o io HOSE i ' BIBB --------- ----- --- - -- ------- ---- -- --- ------ ----a -- - - - - ■ ■ ■ ■ (2) #5 BARS W/IN ■ ■ EACH F.C. TYP, @ EA. 2' 0" 81 011 2' p" 16' 0" SIDE OF OPENING 2' 0" 6' 4" 13' 4" lo 10, 0" 20' 0" 71, ,913.. 49' 8" FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS 1H N O N 4t'+�'��� %`,�'�'�. �,vy � � S � • � • S� Jiff � � ". 0� w i JJ 4. V it o Nn f'� N Cp Ln c/ C �G -p c w /y NH y O Q1 N c0 J �J LL LL jNl; W W a- pm�� � Ui G�Ma 7�- u- H a - a W a is " � z 13 o: 3 Y � O o u > —fig -fig Im,(,nm o p Ld ua£ °� JILI O d m w a r c U J fU F WWW.FDSENG.COM U z 0 - o D Z � N z ° a N N m H 'w _0 Wo w C LnLU c m w U 10 E � o L) �I ' z o a� ccn co t� Q N O to DAMS HOMES r-�' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: rloo O 0 W (1) m 0 6 Lln rH oJUJ� M JMV)() Model Name / Number: 1820 Plan Issue Date: Thursday, August 12, 2021 KA PROJECT NUMBER: 21-11549 Sheet: 3 4f: 1 FOUNDATION PLAN 1 1/2" VTR LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL Li & 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 Z 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 GtASSUMED EDGE OF WALL 2x6WALL (FLOOR TO CEILING) 2'-8" USE 2 RED HEADS TO ANCHOR WALL IFM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. TO SANITARY SEWER PLUMBING RISER. NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR _ GFI------- GFI _ �120I*GFI'CFI -- (GFI, -- - O - - ISP MICRO/ tl FOR D/W ` HOOD I' GFI flI I- - - - - - , VERIFY - LOCATION IN FIELD' dl WP DISCONNET 220 GFI — -- — LI- - - ' E ' rl— —_— GFI GFI I rL --I-/ W H 220 GFI - W— ELECTRICAL LLtT /42"AFF PANEL , ----- dLU / i ' N ATTIC (ELECTRIC / / o m mw� IF REQ'D BY CODE -1 V W W � Z Z w a z 2 X / .. m w w iOcoU <LL ~ � cr —Q� CC - U h- Lu 0 _ tL W LL = p ¢ Of o m Ce (,L GFI t� GFI @ > Q m N o (u GFI 42" AFF 6j a w = o o Cn o ¢ FOR GARAGE FOR GARAGE z 0 C) 0 w Z i--Om ------------------------- , I I DOOR OPENER I I I DOOR OPENER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i I I I I i i 1 GFI @ I I 1 I I I I I I I I ' 4�" AFF HOSE 1 BIBB C V 1 , 1 COACH ' -..�----------------- ---COACH LIGHT COACH LIGHT LIGHT % DOOR BELL IWP ' GFI ', II II n u ` II \ ■ I ' COACH / LIGHT /q INSTALL FAN X PREWIRE I I I 1 I GFR r�-ti o � II, INSTALL FAN BOX PREWIRE 220 r——-- - - - - - I � I I I I I I CEN. OF WALL o I I _ i 3 W / ' U I 1 I ' `I•I I I I I I I I_ �(�-INSTALL FAN L� �1 BOX PREWIRE I I I I I I I I ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. HOSE BIBB ELECTRICAL NOTES ■ UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCls (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH M CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTORCOMBO UNIT $3 THREE-WAY SWITCH %%� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING �} CEILING MOUNTED FIXTURE �—� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT o LU 2 I DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v p— DOOR BELL 220 VOLT OUTLET ® SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET L-= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN 0 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 SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALU MN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND 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 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. rA N O N N i s mdro�m N t� °' a •c 0N N Obi 0 65QQ Uj LL LL- (L �m �'■. 3NZ LLJ LLJ d $I � h � Q 2 Ii. N w C/i rn yc� 2't'cd¢ 13 Uj Z � �� � m� H m -Zvay- W g B 3 a Er 0 J ur7 ;£= a I� ,� eti w zN mF CO co 'e �fES81 , 3 di Q' d � (n 0 y m m F . (2 WWW.FDSENG.00N Z O Z N z CN Q J � —LO_ U W -O o � + ULM V) = M U CA 1 UU r- s 0 f -' .. _ 0 U cn 0 Q ¢ N O t]D DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ivi Job Information: O z LO W O i 0) CY) LO LO TH i F— CO 0 a Model Name / Number: JL820 Plan Issue Date: Thursday, August 12, 2021 KA PROJECT NUMBER: 2111549 Sheet: 4 Of: ELECTRICAL PLAN s 0 ofbo FIN. FLR. TOP IF BLOCK FIN BEARING @ ENTRY N M 7 d rn TOP OF BLOCK " MOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 48" OFF RIDGE VENT N M 0) DBL 25 SH HEAD HGT- 00 io ILE TOy BL( 0 FIN. FLR. I- _ 12 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 12 C LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "A" SCALE: 1/4" = 1'-0" W'DOW HEAD HGT El co io LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FLR. 25 SH (2) 3050 SH 25 SH 2868 FRENCH DOOR REAR E L EVAT I O N SCALE: 1/4" =1'-0" KEYSTONE DETAIL. SCALE.: 3/4" =1'-O" TYP. OF (2) TOP OF BLOCK FIN. FLR. -� 48" OFF RIDGE VENT ao io 33/2 SH 25 SH TOP OF BLOCK 0 0 FIN. FLR. 8' X 7' 16 PANEL OVERHEAD DOOR tN m rn 48" OFF RIDGE VENT DBL 25 SH 12 6 16" X 30" DECO VENT TYP SEE DETAIL ON THIS SHEET 48" OFF RIDGE VENT VENTILATION CALCULATION F - * 144 - 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) 2409 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 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan 169 SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE LEFT ELEVATION "A" SCALE: 1/4" =1'-O" 16' X 7' 32 PANEL 3068 DOOR W/ (2) 1068" OVERHEAD DOOR S.L. AND 16" H TRAN. ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "A" SCALE: 1/4" =1'-O" 6" DBL 25 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING TOP OF BLO( 0 ip FIN. FLR. 10'-0" BRG. @ ENTRY, TOP OF BLOCK W'DOW H AD H T 0 0 0 �bo ZD FIN. LR. 4"/8"/4" RAISED BANDS �-I N O N �✓,S�/ G N S F� Ass 4-1 No F :tug X pZ. I ^ j,1 F- uu Ls 1r N 2 € W N (0 CD r- o 10 W co (0 � OD In 5C R 9 a c.+ LaLi- 00 z W`nr��a W d _' WL = a L C C N -tlo Lv Z t�' Z Q U�� �. �fiy O t 41� O - � Q Ew ma Wy stt M iris 'H8 of C) J J m RJR N m ai a H V d � W C) J (A �m<<� r $ I o WWW.FDSENG.COM ❑ ❑ ❑ z o Z 5 Q 20 J � " . d � 1 � N05 +o m w g uea. c U � cv E w = 60 � h` 00 00 U cA a C Lo ¢ CNN0a /-ADAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 I-- LLJ � j / a)U o m z L) OJ Gi LO LO u_ 00 0 (h Model Name / Number: 1820 Pian Issue Date: Thursday, August 12, 2021 KA PROJECT NUMBER: 21-11549 Sheet: 5 Of: ELEVATIONS 20'-0" MAX 20'-0" MAX TB03 FOR WIND SPEEDS IN < 155/C MPH G.C. TO PROVIDE BLOCKING TO COMPLY W/ APA RECOMENDATIONS FOR SPAN RATING OF SHEATHING SEE "HIP/RIDGE BLOCKING" DETAIL FOR WIND SPEEDS < 1.55/C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 16/32".) IF 16/32" IS USED, THEN THE ALTERNATE BLOCKING BOTTOM CHORD GABLE END BRACING @ OP 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 1- - AffO/ -1 vue AA10 2) "T" BRACING MAY BE USED IN PLACE OF PEKMAIVEn I BRACHNG FRwww n CAI ENDS OVER A r LCAJ II Sum vF r HL .r T805 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) ()VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3rLa A_v 37.02 -51.06 -51.06 -51.06 10 HIP - GABLE -37.00 -37.00 -58,99 58.99 58,99 76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILEI: ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O,C IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.G. ON EDGE AND 4" 0.0 IN FIELD ROOF SHEATHING: SHINGLE:1232" EXP. 1 (40'20) TILE: '32" EXP. 1 (''20) N`' OTE• It 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38" x 0.113") NAILS 04 i� r�► �� ru' tl' 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS � t 3, GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG" RAFTER W/ BLOCKING @ 16" O.C, IF NO DROPPED GABLE END, ATTACH 2x4 92 SYP BLOCKING [4:12]-[12.12] @ 1611 O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM la" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 'B O NAIL AT BASE 2ROWS @4"D.C.w/8dCOMMON 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. OO NAIL INTERIOR AT 6" O.C. w/ Sd COMMON NAIL, O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W18d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. 15/32" OSS - EXPOSUREI SHEATHING I PROVIDE BLOCKING I it II AS REQUIRED PER SECTIONX-XIFINOT FULL HEIGHT SHEET - - jI' O/ FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1a" (2)- 2x TOP PLATE BEYOND/-16/32"OSIIEXPOSIIREI SHEATHING ---- ,-.,-__-,.1----.T1_--_�.,___ ---------- u II II n n n I I I I I I I I MIT SOLID 2x BLOCKING w p F II II II 1 @ALL SHEATHING w j 11i III ill EDGES III III II II II I III It II 1 (SEE SECTION X-X) p III III C ill If II II I �I II II I I JN N z I i 111 11 D 11 I l Ili OPENING III 11 ilI II II I I III 11I --- --- O z III 1f t--- I I-7'11 I III C III X I1IaLU 0L_L_-- a III II I III II I E I III 2xSTUDSBEYOND. w 0 I11 II I I I I II I I I I II I II I II 11 II I I I I I I I I 11 w LU SEE PLAN III I I I II 1 II I II II II Ito III 111 I I I II I I I I II 1111 II I II it II I II 11 I 1 O N 8 z III III I I I 11 1 I I I II I III II 11 II i III II II II t cti lilt Ili _w I I II I I I I 11 I _u II I II it II i III II H N I u ___ A VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/81, "S" = NF SPACIN S 112" I� ♦ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING -2x4 P.T. BASE PLATE BEYOND SEE PLAN MOD r H M p N W 2 0 v CO it LL AT ALL PANEL BLOCKING LOCATIONS MI N 2 X 4 92 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 CL9 W O.C. STAGGERED VERTICAL BLOCKING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV A 3-Car TRUSS ID BEARING TRUSS ACTUAL CONNECTOR 1p CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING C1 - C5, C1V - C5V, D01G; E7, E7V, E7VP, L / R - 473 # or less HETA16 / PER TRUSS MFR ' 1810# (9) 10d x 1-1/2" H7 H7V A01-A06, G01, G02 L/ R --925 # or less HETA16 / HETA16 1810#/"1810# (9) 10d x 1 112" 9 `10d x 1-1/2 " G03 L/ R 2271 # or less (2)HETA16 / (2)HETA16 2365#/ 2365# (10) 10d x 1-1/2" 10 10d x 1-1/2" A01AG L/ M / R 638 # or less HETA16 / H10A / PER TRUSS MFR 1810# / 1040# (9) 10d x 1-1/2" 18 10d x 1-1/2" B01G, B06G L / M / R 606 # or less H10A / HETA16 / PER TRUSS MFR 1040# / 1810# (18) 10d x 1-1/2" 9 10d x 1-1/2" A01CG CONT. / M /R 441 # or less R TRUSS MFR NAILS / HETA16 / PER USS 330 P F' 1810# L / (1) 16d @ 4" O.C. PER GE01 /S-4 @ CONT. 9 10d.x 1 1/2" BRG. (9) 10d x 1-1/2" 1810# / 990# / 990#/ (14) 10d x 1-1/2 A07 L / M / M /R - 703 # or less HETA16 / MTS12 / MTS12 / HETA16 1810# (14) 10d x 1-1/2" 9 10d x 1-12' (10) 10d x 1-1/2" (2)HETA16 / (2)HTS20 / (2)HTS20 / 2365#/ 2620#/ (48) 10d x 1-1/2" A08 L/ M / M / R 1849 # or less (2)HETA16 - 2620#/2365# (48) 10d x 1-1/2" 10 10d x 1-1/2" HETA16 / H10A/ HETA16 / PER 1810#/ 1040#/ (9) 10d x 1-112" A01BG L/ M / M / R - 575 # or less TRUSS MFR' 1810# (18) 10d x 1-1/2" 910dx1-12" D02A CONT, 175 PLF or less " NAILS 330 PLF (1) 16d @ 4" O.C. PER GE01 / S-4 TRUSS MANUFACTURER: DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: L = LEFT, R = RIGHT & M = MIDDLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE LARK TYPE CONNECTOR & FASTENERS SEE SYP CONNECTOR & FASTENERS SEE SYP ®FRAME TO HFTA10 w/ (9)1 Od x 1 V` OR 1810 HTA16 W (10)10d x 1 12" OR 1585 1870 MASONRY HETA20 w/ (0)1 Od x 1 1/2" H2.5Aw/(10)8d NAILS HTA20 w/ (10)10d x 1 12" O FRAME TO FRAME 535 565 RT7Aw!(10)8c NAILS 515 585 O FRAME TO H10A w/(18)10d x 1 1.1Z" 1015 1040 RT16Aw/(17)10d x 112' 895 1020 FRAME H10A-2w1(18)10dx11/2"AT 2 ky-TRUSSES MT$12 w/(14)10dx l l2" (AT EXTERIOR 930 1080 RTtfi-2w1(16)10dx11/2"AT2 PLY TRUSSES 936 1000 70 M7W12w/(14)10d x 1 12" (AT EXTERIOR OFRAME FRAME LOCATION INCLUDE (3) 12d TOENAILS) MGT w/(22)1 Od NAILS AND 5/8" A.T.R. w/ 12" 860 990 LOCATION INCLUDE 13) 12d TOENAILS) 1005 1195 OFRAME TO MUGT15 w/(28)1 Od NAILS AND 5/8" A.T.R. wl MASONRY EMBEDMENT wl SIMPSON "SET" EPDXY 3330 3965 1Z' EMBEDMENT w/ SIVPSON "SET' EPDXY 3330 4405 FRAME TO HT520w/(24)10d x"12"(AT EXTERIOR HTW20w/(21)1 Od. 11/7'(ATEXTERIOR O FRAME LOCATION INCLUDE (3)12d"TOENAILS 1125 1310 LOCATION INCLUDE (3)12dTOENAILS 1285 1530 FRAME TO (2) HTS20 w/(49)1 Od x 1 1/27 (AT EXTERIOR (2) HTW20 w/(48)10d x 1 12" (AT EXTERIOR Q FRAME LOCATION INCLUDE (6)12d TOENAILS E25o 2620 LOCATION INCLUDE (6)12d TOENAILS (EA) 2570 30s0 FRAME TO HGT-2 w/ (15)10d NAILS AND (V) 843" AT.R. HUI w/ (16)10d NAILS AND (2) 5/8" A.T.R. O MASONRY w/ 12" EVBEDMENT wl SIMPSON "SET' EPDXY (HGT-3 FOR S-PLY) 10690 w/ 12" EMBEDMENT W/ SIMPSON "SFT" EPDXY (HUGT3 FOR 3-PLY) 7020 9790 OFRAME TO FGTR w/(18)1/4"xYSDS WOOD SCREW$ 8400 M1726 RFUSw/(12) WS3 WOOD SCREWS AND 7100 MASONRY AND (2) 112" x 5" TITEN HD ANCHOR BOLTS (4) 3/4' x6" WEDGE -BOLT (1) LGT2 w/ (16) 16d SINKEHS J1 FHAME TO & (7) 1/4" x 2-1/4" TITEN 2 1750 2030 MASONRY SEE NOTE#6 BELOW J2 FRAME TO MASONRY/ (2) LG72 wl (32) '.6d SINKERS & (14`, 1/4"x21/4" TI TEN (2 PLY TRUSS) 3500-M 4060-M (2) LUGT2 wl (32) 16d SINKERS & (10) 1/4"x3"WEDGE-BOLT (2 PLY TRUSS) 3100-M 3100-M 3240-F 3770-F 3800E 4520-F FHAME OH (28)'.6tl SINKER$ FOR FRAME (EA) OR (32) 16d SINKERS FOR FRAME (EA) J3 FRAME TO MASONRY/ (2) I_GT3 wi (24) 1/4' x 3" SOS SCRFWS 8 3/8"x5" TITEN (2 PLY TRUSS) 4730-M 6570-M (2) LUGT3 w/ (24) i4" x 21/2" WS25 SCREWS & (4) x WO (2 PLY TRUSS) 6480-M 7050-M 5010-F 6900-F INK 6480-F 7710-F FRAME OR (52) 16d SINKERS FOR FRAME (EA) 5 S OR (56) 16d SINKERS FOR FRAME (EA) O BEAM TO HU410 OPT HUC410 wl (18)16d 8 (10) 1Od G#2880 HD410 OPT HD4101F w/ (20)1Od 8 (10) 10d G#308C BEAM NAILS U#18y5 NAILS UM1950 TO HU410 OPT HUC410 wl (18) TITEN G#4500 HD410 OPT HD4101F w/ (20)1/4"x 3" GN335E OBEAM MASONRY 1/Vx2 3W' & (10)10d NAILS U#1800 WEDGE -BOLT &(10) 10d NAILS U#850 L2 BEAM 70 MASONRY/ HU46 OPT HUC46.1(6) 1 Od NAILS & (12)1/4" x 2 3/4" TITEN (TO MAS.) G#1540 U#980 G#3000 U#1135 HD46OPT HU46 wl (6) 10d NAILS & (12)1/4" x 2 3/4" TAPCONS (TO MAS.) G#1625 U#1030 G#201i U#850 FRAME CR (12) 16d & (6) 10d (FOR FRAME) SYP-F SYP-M OR (12) 16d & (6) 10d (FOR FRAME) SYP-F 6YP-M FRAME TO (2) HETA18 OPT C2) HETA20 1920 (2) HTA16 OPT (2) HTA20 O MASONRY 1-PLY W (10) I Od x 1 1/2" OR 2-PLY w/ (12)16C 2365 2365 2365 1-PLY wl (10) '.Od x I VT OR 2-PLY w/ (' 2) 16d 2430 2430 HTSM16 w/(8)10d NAILS AND (4) 114'X21/4' 955 1110 HTWM16 wl III)! Od NAILS AND (4) 1/4xl 3/4" 1145 1225 TO 7A NS WFDGGF-801_T OFRAME MASONRY OR HTSM20 w/(10)10d NAILSAND (4)1/4'S2 1/4" 955 1110 HTWM20w' (10)10d NAILSAND (4)1J4"xl 3/4" TAPCONS WEDGE -BOLT 1145 1225 OFRAME TO HIOS wl (9) 8d xi 12' NAILS AND (2) 3/8'A" 780 y10 MASONRY TITAN HD FRAME TO DT72Z w/ (9) 1/4" x1 112" SIDS WOOD DTB-TZ wl (6)114" x1 112" W$15 WOOD O MASONRY SCREWSAND(1)1/2-M A.T.R. EPDXIED w/ 1835 2145 SCREWSANO(1) 12"O A.T.R. EPDXIEDw/ 1510 1835 $1MPSON "SET"(BE E NOTE#41 SIMPSON "SET' (SEE N07E#4) FRAME iO HTTS w/(26) 16d x212" NAILS AND(1) 5/8"8 HTT45 w/(26)16d X2'l2"NAILS AND (1) OMASONRY AT.R. EPDXIED w,' SIMPSON "SET' 4375 6090 5/8" B A.T.R, EPDXIED w/ SIMPSON "SET" 5005 (SEE N07E#4 BELOW) (SEE NOTE#4 BELOW) FRAME TO HTT4w/(18) 16d 101/2" NAILS AND (1) 5l8"0 HTT45 w/(18)16dx2112"NAILSAND (1) "SET' OMASONRY AT'R. EPDXIED w/SIMPSON"SET' 3640 4235 5/8"B A.T.R. EPDXIED w/ SIMPSON - 4160 (SEE NOTE #4 BELOW) (SEE NOTE#4 BELOW) O FRAME 70 H1OSw/(24)10dxl 1/2"NAILS 785 910 LUGT1 w/(23)8dx11/2"NAILS 875 1045 FRAME OU FRAME TO HM9KT wl (4)1/4`A1 1/2" SDS WOOD 760 760 RT16M w/ (9)10d x 1 1l2" NAILS & 13y5 1395 MASONRY SCREWS & (5) 1/4"x2l/4'TAPCONS (4) 1/4" x 1 3/4"7APCONS TO VGT w/(16) 1 WXY SDS WOO D SCR ENS& OFRAME MASONRY (1)5/8"8 ATR. EPDXIED wI SIMPSON"SET" 3555 4940 W/ 12' VtN. EMBEDMENT FRAME TO (2) VGT w/ (32)1/4'kKT SDS WOOD SCREWS O MASONRY &(2)5./8'2 AT.R. FPDXIED .1 SIMPSON 5170 7185 $ET'w/ 12" MIN, EMBEDMENT FRAME TO VGT wl (10)1/4"x3" SDS WOOD SCREWS & MUGT16 w/ (22)10d NAILS &HTT45 w/ (18) O FRAME HDU4-S052.5 w/(1U)1/4"x21f2"SDS WOOD 3285 45fi5 10d NAILS & (1) SIS" 9 A.T.R. 4160 SCREWS &(1)5/e"OAT.R. FRAME TO (2) HTTS w/ (52)16d"x212" NAILS & (2) HTT45 wl (52) 18d"x2 1/2"NAILS O FRAME It)518"B A.T.R. (SEE NOTE #4) 4375 5090 &(1)5/8"B A.T.R. (SEE NOTE#M1) - 5009 1. CONNECT ALL FLOOR THLSSES TO INTERIOR BEARING WOOD WALLS/ BEAMS w/(2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, LING ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP#1 2"A" TO 1RUSS VERTICAL WEB w/ (2) ROWS OF 100 NAILS 0' 3" O.C. STAGGERED. 5. 12" MIN,A.T,R, EMBEDVENT 9 CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w/ 4'-0" 2x SYP #2 (MATCH CHORD LUMBER SIZE) w/ (2) ROWS 10d @ 4" FROM END & 4' O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. AO MINIMAL CONNECTOR UNOON FRAVJNG PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICE WALLS UNO ON PLAN 2. CONNECTION AT 24"OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F612/53.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK)TO MASONRY WALLSICF WALLSLINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32" O.0 MAX. w/ (2) AT EACH CORNER. G.C. TO VER'.FY LOCATION DOES NOT CONFLICT wrrJI (IF APPLICABLE) LAYOUT 5- CONNECT ALL FLOOR TRLSSES TO INTERIOR BEARING WOOD WALUBEAMS w/ (2) 12l TONAILS O MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM OMINIMAL CONNECTOR UNOON FRAMING PLAN 1 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS I 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 +F-METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB FASCIA SEE TYP. WALL �--ALUM FASCIA SECTION A AD-4 2x2 #2 P,T. MIN. FASTENED 2x BLOCKING NAILED TO TOP CHORD OF EVERY PER NOTE 2 BELOW. 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 CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AN[) 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"x314" AT 16"O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REOUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAION DETAILS (**) ALUMINUM SOFFITS > V-4" BLOCKING REQUIRED. (***) VINYL SOFFITS > V-O" SHALL HAVE FOR SOFFITS < 1'4' MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4" = 1'-0" or 0c 0 w W � W LO (.�I - oo m ; M 0 I. LC7 CID r- w9 5B =- "� E OD 0�°DZ �'aNr- W W O_ aim coo 8-0 N �y O_ LL C ui o Y UU W �'o0 (n 0 W S Er ��Lo� W cam_ W 0 3 IL1c3 �L.".0 z N m -J Q d Q OU E L O E;LD W U J F�' ❑ ❑ ❑ H WWW.FDSENG.COM U u2 klu Z O zg zCN Q� � klu J D_ rH _ LO Z III F 1f) UI m i--� J j ILL. LLJ 0 D U m w u�tia U - cN E W t p O t 00 U ( ' . U 0, r 01MQ Now �m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: ry O z 0 LO W(n`M LO --A N 1-r�L) a 0 J LL^I m LO o Lill J W ( J ��/� �/ J IVI Model Name / Number: 1820 Plan Issue Date: Thursday, August 12, 2021 VT KA PROJECT NUMBER: 21-11.549 Sheet: /1 Of; ROOF PLAN A LINTEL BEAM: No 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - T 7 7�7 I '� 10EW� 1 1 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENITS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK, CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP aF SLAB MS02 I 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 1 112 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC, W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 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 TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS®3 IO rRAIVIC kGnl / L)FX%JI/ if I"nnl rvr�l_a- � v I N.T.S. AAA/-%Ao lv rnnrtl NlC(`T'Ir1Nl F)I:TAII #5 REINF. BAR 9 1y �c4e .ur nTn� LJ /9l11! SCALE:I "=1'-O" * GRADE `10 U.N.O. 20" MIN. LAP #3 OR #4 REIN FORCIfd'> BAR #�3 & #9LgP SELL. 25" MIN. LAP #5 REINFORCING BAI] #5 ! AP SPLICE 36" MIN. LAP -6 REINFORCING BAP ' #6 LAP SPLICE I MS05 I REBAR SPLICE DETAIL - GRADE 40 I N.T.S. I ATTACHMENT REQUIREMENTS 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" O.C. 2 2 x 8 1/4" X 23b" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST iIINTEL w � ' 0 a I (2) 2X P.T. > ; BUCKS W/ 1/2" O.S.B. BETWEEN I � I I I FASTEN PT 2X NAILER TO MASONRY I I I 1 I I I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS_ SEE OTHER NOTE FOR SPACING REQUIRED IVIS11 I 2x BUCK DETAIL N.T.S. 0 0 0 U O 10 Ya IkOSAR AT To - MN, (1) R ,2'D 141? CLSAR $ GROUT M 9 REBAR AT BOTTOM oF;.N-r.L GtvITY =1oT1'OH REINFORCING 1.11-ACTUAL PRO'YIDED IN LINTEL. (VARIES) e" NOMNAL WIDTH TYf'L- DE81rsNATION f - 1 ICJ 'LITH GILT / u • JNFILL--D QUANTITY OF •E RrnAR A- I E;C"OM OF LINTEL CAVITY SI=1k� -1B/1T NO" INAL IDT.. -� NCM ',AL HEIGHT R=BAR AT 'OP MATERIALS 1. fc precast lintels = 3500 psi 2, f'c prestressed lintels = 6000 psi. 3, fc grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 5. Reber provided In precast lintel per ASTM A615 GR60. & Field rebar per ASTM A615 GR40 or GR60. Prestressing strand perASTM A416 grade 270 low relaxation. 7, 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. GENERAL NOTES 1, Provide full mortar head and bad joints. 2. Shore tided lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5A/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer w1h 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" diemeterwlre stirups are welded to the bottom steel for mechanics] anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 31.8 and ACI b30 10.Lintel min. depths are called out on lintel plat. If contractor installs a deeper lintel than indicated on the plan, doing this Increases the strength of the lintel Mal 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 total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Ado]tlenal lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel, 6. One #7 rebar may be substituted for two #5 rebars In 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d•away from the face of support, 8. For composite lintel heights not shown, use safe load from next lower height, 9. All safe loads in units of pounds per linear fool. PRECAST "U" LINTEL W/ 3000PSI CONC. -GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n n n 10" STD.90 HOOK ANCHORS Ij I( Ij HOOK (TYP.) Z w a (n Na w Cr g STD, 90 DEGREE rn REBAR ON BOTH SIDES ANGLE 3000 P.S.I. OF OPENING U.N.O. CONC. W/1 #5 DIA. TYP. BOND BEAM REBAR 8" x 8" x 16" K.O. PROVIDE KNOCK -OUT LINTEL BLOCK BLOCK FOR FIRST RLL W/3000 P.S.I. COMPLETE CMU COURSE W/1 #5 DIA. BELOW SILL & FILL SOLID REBA REDAR W/ (1) #5 BAR FOR ALL WINDOW OPENINGS W-6" 7, INDICATES FILLED AND LARGE 8" x 8" x 16" CELL FROM FTG. TO tavlU U.N.O. BEAM WITH 1 #5 [BAR MIN. SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR LOCATIONS edow 5'p� N (�O O w ° `u g v ill CS7 CO c o a .� 1 o r a Mm ak 4k 4k E 2c a� � t $ N O�1 LL lL LL O0). °a d y ?ix h g LL 09 w UT M9 w 3 X 2. r*- R Q a Z Y w W y $ m y rn pp � m tl rn O� O~ C) J w E ?L -r y� d Q a WWW.FDSENG.COM ❑ U P Z o-0 CD Z N Z Q J i L d to Z r N LLJ W (D-C) ro {dlrJ� ( Z) m tm LU NELU 3. 1 00 MO/ S U � � Cl) CO Qw� 1 Q N O FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: OLLJ Lid i m may,, 3 ��//��"" LO L0 '_IppyyS�� 41 03 O tdo aj U ■ ® ® ® P®) L.LI 0) 0) Lf) LL e r a V/ ( J I Model Name / Number: TYP. DOWEL 25" . I Plan Issue Date: MIN. LAP (ACI 530) Thursday, August 12, 2021 ® KA PROJECT NUMBER: 21-11549 Sheet: SMI Of: �MSO�. BLOCK WALL REIN] t�RCEMENh � - N.Ts. ALL ELEVATIONS LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) YVx5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER ,.?;'.;�• i,.a' TRACK TO JAMB. ° •' (5) 1/2" DIA. x 8" 1/2 X 8 A.B. W/2 ° "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL �� n VERTICAL MIN. 5 PER JAMB. o SECTIONAL @ OVERHEAD DOOR CONT. P.T. #2 :.; WOOD SYP 2" X 6" TRIM .; •.• 2"x6" P.T. WOOD JAMB �;.: �.•• No e, DOOR AND CONNECTION PER GARAGE SLAB " N ° vi ���a11a"�tA°�� GARAGE DOOR MANUFACTURER BEN ..... ? TYP. GARAGE DOOR �,*� • TRACK MOUNTING DETAIL @ no � ;"�''� r NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS Uj- DETAIL UNLESS NOTED OTHERWISE Oc °'✓,�,�,��.Fi O-R;.•;�G'�',�w� MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. N Oo mC rl 00 ti c e W av W CD 1­ 00 P W F• d uo co r- oo 2. J -.J J Lo C V Gf V° O N LL% CO q Z W _ R-30 INSULATION PER FBC ° a ma's BLOWN -IN AND ENERGY FORM SUBMITTED WITH (3(alj Z L ci °' a' o PERMIT APPLICATION PROVIDE BAFFLES ag o ft o BLOWN -IN R-30 INSULATION PER ND ENERGY FORM MITTED H 12 AT EAVES (FOR VENTED ATTICS) SHINGLES OR�- ' TILE c rn IV��m� d' OJ J " a III 00 m N T C _ � �LL " @a9- � a 12 WITFBC PERMIT APPLICATION ROOF(PERELEVATION SEE PLAN ( ) s _ o � � � � J � a= o PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT _ ° W SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1.1OVER APA PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE £ .� o �' www.fusEno.coM 0 O O —FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT, FOR _ SHT'G & FASTENERS. ,n OVER APPOVED UNDERLAYMENT Z PER FBCR 905.1.1.1 OVER APA , —TRUSS ANCHOR (SEE PLAN) z N 0 PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- [RSH] ON FRAMING SHT. FOR ! _ _ SEE PLAN FOR N ¢ Q Y f „ TRUSSES @ 24 O.C. SHT'G & FASTENERS. , ' • BRG. HT. 5J8" OR 1/2" DRYWALL J cn ° HIGH STRENGTH CLG BOARD V —TRUSS ANCHOR (SEE PLAN) • ° A ETAL DRIP EDGE FELT PAPER OR Lo jU) z N TO BE INSTALLED ON OUTSIDE FACE 'J 2X SUBFASCIA TRUSS PLATE (TYP.) FRAME FOR BUILT-UP � (� _ LL — _ _ _ _ — _ 3/4" P.T. NAILER •� SOFFIT. SEE ARCH, PLANS CORNERS min (3) 2x4 OR 4x4 2x4 POST UNDER EA 1--+ W -0 co ' w/ © 5/8" OR 1/2" DRYWALL -*-METAL DRIP EDGE HIGH STRENGTH CLG 1/2" DRYWALL , r 8 x 8 x 16 K.O. CURTAIN NAILER LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" t� — U. ,UD C BOARD ZX SUBFASCIA 1 x 4 P.T. @ WINDOWS M O,H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. CONNECT ALL 2x STUD TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. 1 x 8 P.T.'@1S.G.D. N 3000 PSI CONCRETE SEE ELEV. PRECAST U LINTEL � (TYP.) ALL SIDES y �� \ (TYP.) FRAME FOR COR- � �° � U =' c``'.1 E r .:..- PLANS OO �� � NERS FOR NON LOAD � o 16d TOENAILS 1/2" DRYWALL -- SEE SCHEDULE H00 y+ t' h v � v `" BEARING SIDES NAILED °°� \ _'014 0 °O SEE PLAN FOR HEADER SIZE < �`� as ° oo ° w/ 16d NAILS @ 8" O.C. U � D.vs Q cmvou°o tQi, / \\ try Oo OPTIONO.H. 15/32" OSB EXPOSURE 1 ON . EXT. WALL W/ ALL EDGES BLOCKED. 1/2" x 8" J-BOLTS y (1) CENTERED EA. (TYP.)4 COURSE HIGH A.F.F. 4001 � DAMS HOMES MAXIMUM OF (3) 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. 4 SIDE w/2" WASHERS � y CMU BASE FILLED w/ CONC aYLµ PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. ell NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. (TYP.) w/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 „ NAILS AT 8 O.C. rI ALL BEDROOM WINDOWS. h REBAR W/ 3000 PSI H CONC. ALL LOCATIONS OF COLUMN PLAN A1_A1 3000 GULFBREEZE PARKWAY H SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN & FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN u LOCATION OF OPENINGS IN SIMPSON LSTA30 E FLOOR PLAN PORT ST. LUCI E EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL N-FOR w/11-10d TO BEAM BEAM SPEC.STUDS Information: ARE REQUIRED). & TO FRAME BELOWJob NOTE; 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. ; VINYL FRAMED WINDOW WINDOW STOOL ��', W/ SCREEN —CEMENTITIOUS DECORATIVE PER SPECS N PRECAST CONC SILL FINISH 7/8" THICK PER ASTM C-926-98A N BACKED FOIL R-4.1 ° ° i e° PAPER H 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL JA v PER FBC AND ENERGY FORM EXTERIOR FINISH - MORE INFORMATION). SEE TB13 1/2" DRYWALL SUBMITTED WITH PERMIT 1 (SEE ELEVATIONS) r ON SHEET 6 APPLICATION +� co FOR NAILING INFORMATION FOR INSULATION AT EXTERIOR WALL SHEATHING. FTG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 17" IN CONCRETE - 25" 0 � 0)R-13 WOOD FRAME WALL PER FBC P.T, ZX #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED 1 x 4 P.T. EXTEND (ACI 530) ABOVE BASE NAILER SLAB. ALL LOCATIONS SHOWN , SIMPSON HETA20 +�.° � 0 coqj cIs w/ 1/2 X $ A.B. (OR 1/2" x $" TITEN Al Al BUILT-UP CORNER MIN (3) 2x4 ter) i :3 WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN, 6" FROM END -SEE WS07 WOOD BASE ON FOUNDATION PLAN , w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER POST ' ' ' 0. WOOD BASE FOR TERMITE SHIELD ; SEE FOUNDATION PLAN FOR EACH END OF BEAM F- O SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP of SLAB NOTE ° ,;, 2 X 4 P.T. PLATE LO U_ J _ *—rt--� BOTTOM STRAPS MUST BE VI Model Name / Number: INSTALLED ON INSIDE OF 00 GRADE GRADE COLUMN. DO NOT BEND -'�"' • v Q.' •' v N STRAPS UNDER PLATE. 1820 ' CLEAN SEE PLAN FOR RE -BAR QUANTITIES PLACE STRAPS IN FILL • , a �q 4„ • a CELLS w/#5 REBAR 'r ° (TYP.)4 COURSE HIGH CMU BASE °° ♦ Plan Issue Date: COMPACTED � s, a ° ., e ° s' d I� d FILLED w/ CONC -SEE PLAN FOR FILL .J ° e •" SIZE. TOP OF COLUMN BASE - e Thursday, August 12, 2021 ♦ KA PROJECT NUMBER: SEE PLAN SEE FOUNDATION ° 2'-0" AFF ° SEE FOUNDATION PLAN ° ° 16" FOR FT G REQUIREMENTS PLAN .� . 21-11549 NO* DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of; WS01 TYPICAL WALL. SECTION - 81, CMU 3/4"=1%0" DETAIL - UNLESS NOTED OTHERWISE CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. S-2 WS02 TYPICAL WALL SECTION EXTERIOR WAME TYPICAL FRAMING DETAILS ro 6 1° 1'Fi" 1�ft (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR CQUAL (0NE INTO EACH OUTSIDE FACE) (D = OA62", L- 31/2") OR EQLAL (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L= 3-1/2") OR EQUAL 1BAD A ) CENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN • ` FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS ',; REINFORCEMENT REQUIRED) F.F. OVERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO x7EPAIR REQ'D. \ u \ SEE GE05 FOR STANDARD ` GABLE END FRAMING T\ I\\ I ` z I + +I u] I+ +I I p 2X TOP PLATE TO I GABLE END W/ 16d NAILS @ 6" O.C. a � I J J j f+ + — ++I + —+ ++ 2X4 STUDS @ 24" O.C. —� W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GE15 I FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL n 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 DCD QInC INITn (�KAI I AT /16" O.S.B. A. SIDE K BLK'G. a O.S.B. V2-8d A. END JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED ❑INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC SP4 AT (3) 16d SEE PLAN COMMON AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION FOR WLL 24" O.C� NAILS(TYP)� HGT. CMU^ ©ATTACHED ■ LOCATION---.,,,.'I� ■ PER SOME, tl . plll� .d TOENAILS► f �rEACH END TYP.r� '2x4 SPF CONTINUOUS• ' TO . OSEI W/ :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• ROUND/ • ■ ■ • BOX HEADER EACH END WINDOW OR DOOR OPN'G -CMU PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48nti1/� 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLI ffU7 STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. 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 W1 8d 2 1/2" x 0.131 NAILS * NOT REQ'D, WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG, TYPICAL 'OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4" = 1'-C * 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" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ — 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" C/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN �M=I�j��T•� STRUCTURAL SHEATHING CLIP EACH TRUSS ' (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TS13 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR SIMPSON 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 GOT PLATE: SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4" = 1'-C WOOD BEAM SEE PLAN FOR SIZE - TYPIC 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 I N.T.S. r-I N 0 N �aeq,.c • -;': z s. i l l 111 N r-I cn s • e G 0� 4 a'�Oj+ A'll8 i)i11PO4iaa'0 dq° ° (o <I0 0 W w co Lo 00 000 N Or'i �C. ii LL LL �8�,� °"O00z° IOnMa� w w o � ° CC' `� 3 O y 4 C LL .i u2 a Y Vi VJ wC N U _CT ■ L C Q Q ■ N N 0)% W�2'"� or O J m m a �0, IL ¢ OL 8�j C �o G N F_ .A WWW.FDSENG.COM El 0 z z — 0 0 CJ z N 04 J _ Ln zr J 1 N W C o � 0 m W� Uo4 Ln I cm CCU '— �_ m N E W t6 L 00 N o Q N O� Qm AMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: o Lo Ln L.0 °' m >Lom � can 0 ai U z_ LL0 T i 0 _I W m o ♦ Model Name / Number: 1820 ♦ Plan Issue Date: Thursday, August 12, 2021 ♦ KA PROJECT NUMBER: 21-11549 Sheet: S-3 �O` MS181 RETROFIT WALL OVERHANG DETAIL N.T.S. I I I WF39 I TRANSOM DETAIL AT ENTRY 1/2" = 1'-0" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS TO BE LESS THAN OR EQUAL TO 45° I —MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) (3) 12d PER JOINT CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING --- IJ CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING M 011V; MIVA BLOCKI I I X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16D NAILS EA. END. SEE [RSH) SCHEDULE FOR SHEATHING ATTACHMENTS. (MIN. FIRST 4 BAYS) 7 a I I 8d NAILS @ 4" O.C. 2x4 SYP OR SPF CROSS BRACE) APPROX, 8" FROM RIDGE THEN 48" O.C. AFTER. NAIL w/ 312d @ EACH END & CROSSING AT 450 ANGLE. (NOT REQ'D WHEN GABLE IS 4'-1°' OR SHORTER) FASTEN (1) SIMPSON HGA10 CONT 2x4 SYP OR SPF SPANNING (4) BRACE CONNECTOR FROM 11 TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO W/ 3-12d TO CHORD (MIN BLOCK/PLATE 1ST 4 BAYS) 2x8 .T. PLATE 2x4 SYP OR SPF BLOCKING "�— 4 BAYS BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. TRUSS w/ 3-12d NAILS EA. END MAX 9" UNSUPPORTED /—IF > 9" 2X4 #2 SYP I BLWG @ 161' O.C. -IF> 9" CONT. 2X4 #2 SYP W/ (2) IOD X 0.131 @ 8" O.C. EA. SIDE WALL AND ROOF SHEATHING, SEE T813 FOR SPECIFICATIONS 2x4 SYP L BRACE FOR GABLES 3'-0" TO 5'-11" TALL. 2x6 SYP L BRACE FOR GABLES 6'-0" AND TALLER. ATTACH L BRACE W/ 12d NAILS @ 4" O.C. GABLE TRUSS SILL PLATE w/ 10d @ 3" O.C. NAIL GABLE TRUSS TO TOP PLATE w/ 16d NAILS @ 4" O.C. 1/2"x8" ANCHOR BOLT AT 48" O.C. MIN. KNOCK OUT COURSE MASONRY WALL NAIL TOP OF "T" TO GABLE ; ROOF SHEATHING, SEE TRUSS w/ 212d AND 1 TB13 FOR ATTACHMENT 'B01 TYPICAL CROSS BRACING DETAIL N.T.S. [�B702 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON 1/2" OVER JACK TRUSSES, SEE ��� � � � 10-10dx11/2" NAILS PLAN. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 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 CENTER LINE OF HIP/RIDGE, TYP. TO GABLE TRUSS 2-12d FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE CHORD G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT SHEATHING JACK JACK SPAN FROM EXCEEDING TRUSSES MAX 24" SPAN (EITHER 01 SIDE OR BOTH IF REQ'D) ROOF (2) 12D NAILS AT 12" O.C. MAX SHEATHING SEE PLAN I� 2X4 BLOCKING BETWEEN TRUSSES SECT, A_ --A `\ HIP G.T ALTERNATE TO BLOCKING TRUCTURAL SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 1.2d NAILS @ 6" O.C. ­7 HIP -TRUSS '11303 HIP / RIDGE BLOCKING DETAIL N.T.S. PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES —\ 1 AT LEAST ONE TRUSS 6" OVERLAP MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING '11304 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S TRUSS NOTES: 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT SE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUR SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' 0 C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4- ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERETRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VERTICAL SCAB 2X6 #2 W/ (4) 12d TOP & BOTI OR HCLR/LL IN PLACE REQUIRED @ RAFTERS SHEA 2X4 BLOCKING BETWEEN TRUSSES W/ (2) 12d NAILS @ EACH END, CONT. EACH BAY ALTERNATING BLOCKING STRUCTURAL SHEATHING --� SEE PLAN FOR CONNECTION 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS @ EACH END WALL BELOW (SEE PLANS FOR TYPE) B B I- TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL SEE SEE PLAN [_IB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS OUBLE TOP PLATE 2x STUD WALL SEE PLAN CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. (4)12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS-7 3 TO 4 TRUSS SECTION B-B CON I. ROOF SHEAI MI NU A I IKUJA IUI' CHORD AT ALL HAND FRAMED AREAS 2x4 AS SHOWN ALTERNATE nIRFCTI(IN !)-14 NAILS D EA TRUSS DOUBLE TOP PLATE VERTICAL SCAB 2X6 42 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4) 12d REQUIRED @ RAFTERS GREATER THAN 8'-0" COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPTIONAL) 2X4 SPF W/ (2) #7X31/2" WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM AT 8'-0" TRUSS MAX - - 2x6 RAFTERS @ 2'-O"O.C. MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN CONC. MASONRY 4 Fr @ 2'-0" O.C. MAX W / (3) 10D COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING FGE0J_ GABLE END BRACING N.T.S. SLOPE SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS — SIMPSON A34 OR (USP MP4) @ 2'-0" ON CENTER 1/2" SPACE SEE PLAN FOR MORE - INFORMATION 2x4 S.Y.P. @ 16" O.C. 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) 12d AT EACH END & ALTERNATE DIRECTION TRUSSES SEE PLAN \ 2X4 SPF BLOCKING \ A/ BETWEEN TRUSSES X V @ 24" O.C. MAX-w/ V / \ (3)12d EA. FEND (TYP.) THING TB15 1 EXTERIOR NON -BEARING WALL DETAIL N.T.S. N O N 1 he"41,*:fealg8lA mJ cq e-I e, w`1Y `L , tiMhJ f 0rl 0 1.00 v3 : kA 0 cc � • •-�� .» OF � a It 0 N to LLn 110 v 11 w (O � 00 o3aF,e 4 M� U 0 13 O CA ci _l J J - 11`9 c p(„q1: O O1 (L LL LL 904 w 9 M 1, BAD" Nti Z w a ;BE Qm�� = w to u 0i4LL w cid w 3 Y U C a -LL s IY £=,Q0 I- 3 P� y� ° Wc�t0rn°"' � p a JGO N t! m Q TNC `_� M Q d IL °elB n o" (n p m38d �Hm v _j to gCl ❑❑ F � .,as � c WWW.FUSENG.CGM VI L2 z g- o z o ,0 Z N cq d U) �1�IY�/�' J '7 V `4z I'' N LL w Ln C Mm f- J M U -CN E w �p O - 00 00 D _ .. (nn d c`nv o ap0 Q' lfA �.w DAMS HOMES _ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: re O z Lb W i CD () c) � O N 1.0 W Z:) �J m ch (n Model Name / Number: 1820 VI Plan Issue Date: Thursday, August 12, 2021 VI KA PROJECT NUMBER: 21-11549 Sheet: S-4 Of: ROOF FRAMING AND BRACING DETAILS r-1 RN 91 E THERMA-TRU INSTALLATION����������������� KEY DIFFERENCES CHECK LIST Rough openings ;are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall Screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. A," r,a RE SPA EVE 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES SPA EVE SINGLE DOOR W SIDELITE i" 6 SPACE --VEN LY 3" E SINGLE DOOR W/ SIDELITES Trr- I a E 6, 3„ DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-099 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O m TOP OF SLAB 00 Z 1 -11 -II °I Ile,. II ° If II` z I 16" MIN. DIAMETER o �6 I CONCRETE FOOTING PROTECTION BARRIER DETAIL, N.T.S. SPACE EVENLY 8„ 8„ B., ................................................... Rtdge SEALANT LI NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING • NAILS. 3/S" MIN HEADS. 6 PER SHINGLE. • �\ • Poot Oe�t _/ Line valley by centering goo aom,eS 36"wide �'`� epee r/iN2ss �� rtainTeed WlIS n GuarL aterproofing Ingle 7i e e �Q e r0erlaymenLor r7?:,a5\d 2 \ UDdet\ems A." � ,,P tukalentdlr to 6XhOoot� AthGOOtSe 9CdE001se / Etd \` Ind Coutae �"%5 < / Rake 1 ` Metal ` o not nail thin Drip 22 6" of Embed each sh ngle Edge 29" valley centerline in a 2" wide strip of aspi;ralt 5" " raging cement. , 1 '—la• Cut 2" diagonal) off upper Save 7" orner oftnmmed pieces to use in 5th toum �^ r , � r Cut shingles 2' back from valley centerline ------------ SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EXTENDING A LOCATIONS} MINIMUM of 6" ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT Roor SHINGLES Z 6" X 6' H GALV. FLASHING CONT. _ to FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET Z KN EEWALL INTERSECTION Extend the shingles over the rake and eaves about 1/2" If drip edge Is used, or about 3/4" if no drip edge is used. INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW \°± \ AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" °""' ° x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACH M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW, FRAME MIN,) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE - WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S R 11 M F TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Edge R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE Al EAVES AMU GASLES OF SHINGLE ROOFS. OVERLAP TO BE A VIIITMUM OF An (76cm). EAVE DRIP EDGES SHALL EXTEND . BELOW SHEATHING AND EXTEND BACK ON THE ROOF MINIMUM OF tin. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVFR OR UNDFR THE UNDERLAYMENT. IF INSTAI.I. ED OVER THE UNDERLAYMENT, THERE SHALL RE A MINIMUM 4in W!DTH OF ROOF CEMENT INSTALLED OVER [ HE DRIP EUGE FLANGE. DW EDGE SHALL 3E MECIIANICALLY FASTENED A MAXIMUM OF 12 r ON CENTER. WHERE THE Vasil AS DETERMINED IN ACCORANCE WITH SECTION n301.2.1.3 IS 110 MPH (177 KM/HI On GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MECHANICAL I Y FASTFNFD A MlXMEUIM OF 4 INCHES ON CENTER Maximum Fastener Spacing (Jambs, Head and Silt) Fxied Window i Strews P'launti n9 -- t3rtetl« view of Wall Framing: #2 SprucelPine/Fir Or Better 4„ Silicone #14x1-112" CGILI��� Screw Minimum Penetration Glazing Bead`s Cross Section View Minimum f Silicone Exterior Sheathing Note: We atrong/yrecommendthe use olll8sh/ng and/aiflaslNng tapes intlslll pans assrareornasTrr ealia-a�. However, cue ro vaNatlanln codes and buldding types, If Is dell up t0 the end user to determine the proper/nsta!ladan olthese Reins. Lr^,", lr , I-". ,..'S6.L a.,rV:l' t_,.: Qsfc,e i �ta}i.ny uour ,..edaw, the bubble Gvr,3p may be peeled ix k for n.peck;;an; bitt C'..-asp re-ctld' ;hw vtraP. to p= .a.r tYx n!a rw; firorr ,c as�res' alnn o-_;er rsam.age ^.r,.t s co npda:a Step 1 Measure to be sure the opening Is 3!8" to 112 larger than the window size both vertically and. horizontally. + You may wish to pre -drill ttie installation holeMey s in the An at this time. V&Wrd1hepr&pwrW holes M the mane fin as are notnxessar!! Step 2 Apply a generous bead of silicone to the tladcside of the mounting fin. Use enough silicone to sufficiently fill all voids between the fin and the wall sheathing. Step 3 Frasett the window Into the opening from the outside. The window is labeled "irk" and. "outside" but rf these labels have been removed, the glazing bead shoold always be to the inside of the building. Step 4 Install shims tinder the sill, adjusting Own until 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 morStep e than 1J4" p between the window and wall framing. 5 Install a #10 x 1-112" screw 4"from the corner of the fin at each end of the head, sill and both jambs, Sty 6 Install the remaining fasteners In 8' increments from the corner screen to the center of each hand member. Use care not by 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 SpruteJPineJFir. Fasteners slxxild be #iD screws of sufficient I th to achieve i-318" albs into tYle wall and no lei than 1/2" from edge of framing. Fastener quantities needed in each side of frame to achieve 8" spacing of Frame Member 10" 18" 26" 34" 4Z" 50" 5ti" 66" 74" SZ" 80" 1►fi" Number of FastenerStep s Z 3 4 5 8 7 8 9 30 11 32 13 7 Remove excess silicone "squeeze out- from around the tin and Inspect for holes or voids. Use silicone to fit an voids. Step. B If desired, a Foam Insulation can be applied to the inkerior gap between the window and wall naming. If applied, this must be Me nrflN r=A;vnNnINC TYPE FOA, tt, Step 4 Since thaw windows are typically used in rooms with high moisture, le; bathrooms, it is recommended that the Interior gap between the willow and wall naming also be sealed with sllknrte and tooled so as not to Interfere with the installation of wallboard, the 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 Mocks with a mild detergent and warm water using a soft loth. 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 Pressures Method Roofing: 1st Choice CDOUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3I8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFI COUNTY APP. Products, Inc. "Off -rid event" 1" FROM EDGE AND 4" O.C. TYPICAL MAX. ROOFING UNDERLAYMENT: rt N N �So11Yillifiltl N c-I sssslPSFi 0 N �0 ti N N t�0 IO � or`D � O O. TAMKO BUILDING ITAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL1232$-R9 � � 1st Choice PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 0 Overhead Garage Doors: � � � co U —N E r 1st Choice [_+3O-.O/-3o..oCLOPAY 16W�2"x6" P.T. WOOD JAMB WITH FL16546.8 ��+300320 CLOPAY = 53W5 (5)1/2" DIA. x 8" "J" BOLTS — Soo CD'. FL15279.54 o P N 2nd Choice /- $ X 7 U (D o CD Swing Doors: a N o LITE SERIES 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN, 4" FROM TOP &BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP &BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) FL20461.11 FL20461.12 `' DAMS HOMES +67.0/-67.0 THERMA TRU-CORP. SOLID FIBERGLASS DR FL20461.1 2nd Choice PLAST PRO ALL ONE FL15215.2 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sideli hts g THERMA TRU PLAT PRO FL15215.2 Sliding Doors: 1st Choice Mt WINDOWS &DOORS SERIES 420 SGD Alum. reinforced FL15332.4 DIVISION LOCATION: PORT ST. LOCI E 2nd Choffce MI WINDOWS &DOORS SERIES 440 SGD Alum. reinforced FL15332.12 V Job Information: Win ow 1st Choice +40 -50 / MI WINDOWS 3540 SERIES Twin Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FL 17676.9 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE 1�1z" INCH MINIMUM EMBEDMENT FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES FL17676.2 Single Hung (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Mullions: I I M-1926 Vertical IFOR ATTACHING Mf WINDOWS MULLION SECT5796 CLIP INTO CONCRETE I FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1l/n M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1?6" EMBED. TO ALL FACTORY DESIGNATIONS FL18644 R-6 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 10" on center in direction of length FL16503.4 R5 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl 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: _ j=1. # 56126 Name: Luis Pablo Torres Certification Number: rI. # 87864 Name: Certification Number: _. O W N �' � U iz _ O to J0- _I 00 Cn t!) F—Model Name /Number: 1820 Plan Issue Date: Thursday, August 12, 2021 KA PROJECT NUMBER: 21-11549 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS TH SELF -ADHERED FLASHING WEATHER % RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRU 1. Cut, fold up & temporarily secul resistive barrier above header to allow for flashing installation 2 Self -adhered flashing plus head flashing under weather FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. \WEATHER RESISITIVE \ BARRIER SEAL TOPS OF JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) a resistive barrier 3, Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Sc%jle: NTS FLANGED WINDOW Wpo 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL , COMPATIBILITY ---�:` SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW - SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \H0.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST 0 WP07 ERIOR IT. FIN. .DING PAPER PE n : 12.0 in cm: 30.5 cm) E LATH -DING PAPER .F-ADHERED FLASHING VDOW UNIT WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING ter- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1 BEAD OF CONSTR. ADHESIVE TO F APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A -� (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHERI SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST 0 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 1 SELF -ADHERED FLASHING PATCH )HERED FLASHING FLASHING WIRE LATH BUILDING PAPER O SELF -ADHERED FLASHING `p /�O� CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER �(V RUBBERIZED ASPHALT ADHESIVE FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 2 5 4 6 7 SELF -ADHERED FLASHING INSIDE CORNER 2 W 0 APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ` p / ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE V V INSTALLATION OF THE BUCK/RECEPTOR, P09 WINDOW UNIT SLOPE 0.3in: 12.0in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. SLOPE 0.3in: 12.0in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. 11703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to thin exterior water that penetrates the exterior cladding. PRODUCTS DETAILS for Tye Water resistive barrier. One layer is No.ive barrier 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 inches. asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water -resistive PER FBC-R CURRENT EDITION 703.7.3 ( ) barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. 11703.7.3 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 Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. 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 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and Is separated from the stucco by an Intervening, substantially nonwater 2. Install flashing and weather resistive barrier to form water shedding laps absorbing layer or designed drainage space. 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 Metal flashing be flashing shall be applied shingle -fashion or In accordance with the manufacturer's instructions. shall 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 scoring Cuts instructions. AN flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of 5. Remove all release paper per standard installation instructions and 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 adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 2S Grade NS or greater for proper joint expansion and contraction, ASTMC1281, Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in 6. Fold as shown by arrows 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: 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1.Exterlor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. 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 the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides, 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 2SO, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame Or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. At wall and roof intersections. 7. At built -In gutters. Cement Plaster in accordance with ASTMC926 over wood 2nd floor 2 2 O Note: 3 3 The building paper and metal lath SELF -ADHERED FLASHING SELF -ADHERED FLASHING /� j must be installed over the top of WPMCEMT. FINISH WINDOW SILL WP11 CEMT. FINISH PARAPET WALL V V P 12 the weep screed. OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed -1 /2" Cementitious Decorative Finish - All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1 /2" Cement Plaster Finish 2 1 /2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor a a 1,7 .... W - ) _i T-I N N 1r �V r c-I • A- s •' \�i i C) j 50 . rU. . UA Q CC U • iJU " C}fs •, ,• L O R •, •�,,� 41 ,ssc�etw co o LID c ei 00 i- to r­_ rb - a � In oD r- �ocoiGw o O N b o� 00 li LL ti y f`'s3 C W V LL d r r T_..a cp� {i C Cn Up W O N m p �Y} � =gL�° N 403m� 9 M o _J Hilo a OU O ry`�ma .0 ; - ✓? y III 0U) .;FM0 �° @'I WNW.FDSENG.COM El El LO U - O o O 10 N QQ Q Q Z ~ /fl� yy w a �ca U. W � Vl9G �m U -C-4 E r £ 0 = o CD U o . , .... 00 v c o Q N (5 YtA 'M A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: O Z_ � u7 Wcan m O Lo E z ii O J W � J M U) Model Name / Number: 1820 Plan Issue Date: Thursday, August 12, 2021 KA PROJECT NUMBER: 21-11549 Sheet: W P Of: WATER PROOF DETAILS