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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 TERMITICIDES, INCLUDING SOIL. APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/15" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO, 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER 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 10-17-2012 1 Changes per field meeting on 10-11-2012 in Daytona 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.1. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA- SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=:2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE:: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY, WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED 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 (8) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS * * LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD OIL 7 7 15 25 BOTTOM CHORD LL* 0 O 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @> HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA 4� O (+} 27.6 (+) 27.6 10 O 29.9 O 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 () 34.4 Q s O 50 (+) 24.8 (+) 24.8 O (-) 27.1 (-) 31.1 I2yk � O Y W 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 j (+) 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:1 TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed In the titleblock of these documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not 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) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/"x 21/a" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING OF, SEQUENCING OF WORK, O VER. SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT O 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 information found in these plans should be directed to our Quality MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5)114" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITL, MATERIALS, EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER Assurance Manager immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced 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. 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 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. OOCi) CUEF0 REEZE CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DAMS HOMES Of Northwest Florida MODEL 1512 7 6`225 d E_ a c C co ltr w o . c �c �rw E. W -1 ff7 00 P_ r 000 a m 0 12 fjo aw 0 � v_J J $m�i LLJ LLj d $�mg� � NMO O rA- a usL d w d o U_ fj U_M= z a o iu aTsi 3 Uj �Wy,Y°� C,o W$'a�� o LU C L y W � ap ^Y m _1 Q Q 2_ N (W� Q O zU J fVl1 WWWYMENG.COM El ❑ 0 z u� c� 0 Z o 6,o N Z N d - LO Z N m w p WOw co VOa Lli � � M ~ J M U N E W O 0 x � � �� o Q N O GO �DAM;S HOMES FLORIDA CONTRACTORS LICENSE NO,CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: NO 0 z � � W 0 00 m a CL M 3. 0 W N a 0 _I Lu Z) M o Model Name / Number: 1512 ♦ Plan Issue Date: Friday, May 28, 2021 ♦ KA PROJECT NUMBER: 21-5376 I Sheet: I IOf: I COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(P1f) BW1 " 16 (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16,, SP2 W/ (6)-10d SP1 W/ (6)-10d SPF 402 STUD, (6) 30d PLATE STUD, (4) 10d PLATE FBW37 16..(2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD, f6l 16d PLATE STUD, (4) 10d PLATE NO BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (6)-10d 16" STUD 6 10d PLATE STUD, 4 10d PLATE SYP 439 B__ (2) SP2 W/ (6) 10d SPi W/ (6)-10d SYP 878 16" STUD 6 10d PLATE STUD, 4 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6}iod BW8 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-1od SP1 W/ (6)-10d BW11 12" STUD, (6)10d PLATE STUD, (4) 10d PLATE SYP 585 10d SP1 W1 (6)-10d BW22 12" ST DP2(6) 10d)PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED -DOUBLE 2x TOP PLATE TOP OF WALL SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET V 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 4"oc SEE GENERAL NOTE #8 BRG. WALL DETAI L IN FIELD AND EDGE. EN DS 1. SEE FLOOR PLAN FOR WALL SIZE,GENERAL MT USED UNO. 2. ALL STRUCTURAL LUMBER 70 BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.14a" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS 63 (3) 2 X 4 SYP #1 -OR (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4-'X 1 1/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 U = 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G- 12000 CS 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 C8 3.5 x 3.5 P,L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR*'" C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU8-SOS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** o11 5.25 x 5.25 P,L, 1.8E Fb-2400 PSI HDU8 SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SD52.5 W/ (20) 1/4" x C12 1.8E Fb-2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3, NAIL BUILT UP STUDS PER DETAIL WF37/9-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF LC] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (1.6E) 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 1h" 0.131' X 21/2" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 1/4" 0.131" X 31/4' NAILS & TOP PLATE 12d 0.148" X 31/4' 0.131" X 3 1A' 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131' X 3 8- O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 31h" 0,131" X 3'A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 H4 W/ 1/2" FLITCH PLATE THIS SHEET (3) -13/4" X 111/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 1i2' 6), LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE (2) .1341 X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 112' H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP, EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0"-16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4, ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5, FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) BM 44 OSB FLITCH PLATE. NAIL BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSS FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 111/4" LVL CONNECTION; PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. M5 (2)- 1 3/4" x 11 7/8" LVL 2.0E Fb=2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS CONNECTION: PROVIDE ( 2) CONNECONNESIMPSON LSTA24 OR 1/4" x SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWSS @ @ 1 16" O,C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4' x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE KAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITfEN APPROVAL FROM THE EO.R. SIMPSON LSTA 12 STRAP TO TIE ANGLED CORNER RIPPED2x 6 NAILED TO 2x TOGETHER @ SILL, HEADER 2x4 10d AND TOP PLATE @ 12" ON CENTER I - ------------ I � 2 x 4 STUD MAX DIST 24" O.C. 1/2" RED HEAD CID O 2 x 4 P.T. PLATE w/ R.O. O BAY WINDOW 7" EMBEDMENT ---------------, SIMPSON LSTA 12 STRAP RIPPED 2x ON BEVEL TO TIE ANGLED CORNER NAILED TO STUD TOGETHER @ SILL, HEADER (TYP.2 SIDES) AND TOP PLATE BAY WINDOW DETAIL FRAME TO FRAME SCALE: N.T.S. a u 3'-6" 38'-0" 13'-4" 3'-6" co =m O 35 SH t DBL 25 SH 10'-01 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B ,A +27.6 / -29.9 t +27.6 / -37.0 +26.5 / -28.8 (D+26.5 / -34.4 +24.8 / -27.1 O +24.8 / -31.1 ® +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 6-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. N Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12,7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 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 �� (n unconditioned spaces (e.g., attics and crawl spaces) �11J Y) 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 -+HOSE BIBB N Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications I AREA CALCULATIONS FLOORPLAN T,)TAL LIVING (AC) 1512 S.F. ELEVATION "A" & "B" G+\RAGE 390 S.F. SCALE: 1/4" = V-0" COVERED ENTRY 28 S.F. FTO OVERED PATIO/LANAI 87 S.F. TALAREA UNDER ROOF 2017 S.F. CCN (D c0D LO R LL, " ' F" iCi 00 � ti cv ,ti J J J vma Q d -.z `5 ° mo w u) 3■ 5 UaLF' g- -j r\'i Ziova a z (r 5 Y aG W �ta ¢ � W pm 00 3 O O 3 w J v W a °° �'-g 3 _212 W � N m Q UN 13 6r a Sro$ d U WWW.FDSENG.COM ❑ ❑ ❑ Z O z a � N z (D a Y � d � } j V J d Z r' 1 UI m w Lu � N D' 0 ca w u(�n V) tJ) c c m co UJ N f- .100 00 00 ' 3 :3 N co Q N O UA Q GAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O C 0 i m 00 m a OJLL:D J W W vJ u) rn m > `m N 0- N t i LL ♦ I Model Name / Number: 1512 Plan Issue Date: Friday, May 28, 2021 KA PROJECT NUMBER: 21-5376 Sheet: 2 101: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES (U.N.O.) CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 81, LAPPED MIN. 6" AND SEALED. REINF. OPTIONAL CURB FOR 'J� F F. VARIES GRADE SEE PLAN MASONRY @ELEV. 0'-0 ' ' '— - - — 2 4" 2500 PSI CONC. SLAB W/ 6X810/10 W W M, OR FIBERMESH " ' ;`' /FI BERM IX ADDED TO THE CONCRETE. IN ACCORDANCE W/ W/ (1) - #5 BAR CONT. MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR * X_—� 'NER-414 FOR FIBERM IX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. ... Z x p I c/ 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO N z o ( 2 STORY: 20" X 20" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. • • REINF. N W/ (3) #5 CONT. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. _ 16" I. (2) #5 SEE PLAN7t� 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR FM01 I SINGLE STORY FTG REBAR 16„ (2) # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. BEARING 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE 1/2" = I'-O-1 FM02 I SECTION @ GARAGE 1/2" = 1'-0" U.N.O. ON PLAN. REINF. SEE PLAN F.F. n � 8" (1) #5 REBAR CONT. FM03 I THICKENED EDGE ! 1/2" = 1'-O" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE o ' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" =1'-O" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE 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. 1/2" = 1'-O" I FM12 I STEP DOWN NON BRG. MARK SIZE DEPTH REINFORCING CAP. [Ib< F1.0 1'-O" X CONT, 2'-0" X 2'-0' 2'-6" X 2'-6" 3'-0" X 3'-0" 1'-0. 1'-0" 1'-0" 1'-0" 2 #5 E.W. SOT. 3 #5 E.W. SOT. 3 #5 E.W. SOT. 4 #5 E.W. SOT. 2DDO 7200 11000 15600 F2.0 F25 F3.0 3'-6" X 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 4'-6" X 4'-6" 5'-0" X 5'-0' 6-0" x 6'-0" 1' 0" 1'-4" 1'-4" 1'-4" 5 #5 E.W. SOT. 5 #5 E.W. SOT. 6 #5 E.W. BOT. 7 #5 E.W. SOT. 28000 34500 42500 61500 F4.5 F5.0 F6.0 1/2" = 1'-O' SEE PLAN OPTIONAL CURB SLOPED GROUT iL SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" a TYP. SEC. (G.C. VERIFY) z r ELEV. 0'-0" WITH CURB _ (1) #5 BAR CONT. 4SLOPED REINF.(SEE PLAN) a 2 #5 CONT. 2 #5 BENT BARS W/ INSTALL LINING wMATERIALS PER w MIN. 25" LAP SPLICE FBC-R P2709,2MUDDED FLR. 16 TO DRAIN MIN. • • #5 CONT. FM14 I SECTION @ RECESS SHOWER 1/2" = 1'-O" FM18 TYP. STEP FTG. DETAIL 1/2" = 1'-0" LEGEND INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING ALTERNATE: GRADE REINF. THE REINF. BARS SHALL BE #5 CONT REINF. SEE PLAN CONTINUOUS AROUND CORNERT11#5 F ND. FOR BY COLD BENDING THE BAR WITHSEE QUANTITY MIN. BAR LAP OF 25" X 25" X 25" o CORNER BAR ONE N FOR EA. HORIZ. iv REBAR, TYP. U.N.O. ` (2) #5 REBAR 16" A/C CHASE PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING H W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2" = 1'-0" FM23 TYP. FND PENETRATION 11/2" = 1' -0" STEMWALL SCHEDULE MAXIMUM STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" 8" 101. 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 6744 5'.4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0" 5' 4" 16" 16" 48" 48^ W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2' 8" SEE FOUNDATION PLAN FOR F.G. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. BAR , #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT, TIED I 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 NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND �VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM SEE NOTE 3' IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION 4. O.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK " OLLING IS TAKING PLACE *16" 5. 05 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h * FALL (TYPICAL ALL CORNERS) O.C. 6.1'F STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7, /ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8_ V403.1.4 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 =jECTIONS R403.1.4A THROUGH R403.1.4.2. 9. I�XTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS TU TO SANITARY SEWER ......-.. 7" xrrR PLUMBING RISER 38' 0" A/C COMP & PAD 4" CONC. SLAB 11' 2" 13' 4" 13' 6" W/ 8" X 8" THK'N EDGE 0" 5141, 2' 10" 3' 2" 7' 0" 3' 4" _ FM01 �LU in 3 tm ® ------ ■---------- ------------- - -- ----- - - ------- -------- ■ ------------ -- ------------ ■ I Q p 1 FM11 N FM11 o , C3 _ % I 3 1 i- a M011 ; 1 I 3 I i 1 1 STEP DOWN 4" ; 1 1 I I 1 "----------------------------------- -----------90 I I 1 i 1 yO �` FMO1 00 9 NY PROVIDE CHASE � FOR HVAC UNIT , ■ Lam— I r (T � `.` `� � �,�/ `O� I 00 w PROVIDE ELECTRICAL & PLUMBING ■ ' SERVICE THRU SLAB @ ISLAND LOCATION 1/ ' -' (REFER TO FLOOR) C� ih ; : �a Q ■ 1 �§0 F I �P O 11 01 I — r _— I lol J 00 ti -------- --- -------4�n.-��_, ---------------' III A/C I I -n° --------- --- I 1.. �� — � r 11 ' 1 -------- ---' i I Io1 -------------- LL J 1 t ■ I 1 go N 22' 10" 11,101, 1 10' 2" 3' 2" ZN o I I i � 1 c0 � � ■ 1 b) r — — — rr = FM12 1 Ir 3X5 ® i I ,t D I I W 11 3 . i II 11 F.GSHWR .---- l------11�- --� 1------------------ p ----I------ -- ---- II v r+ - 1' 10" 3' 3" 2' 10" 1019. ' v HANSON BOX F' z VTR MAX. 36" AFF , W.H:' ■ 2R8 WALL F - - - - - - —T— ---�-- --+ - - - r o o �% o LGT. 35' 0" 1 , O z i I 1 I , Icq1 13' 4" 5' 4" 19' 4" 1 � C.J. SEE NOTE 600 1 ; Go 1 I I zo , I I I I m FM02 ' ■ I 0 N I I 1 0 zLU 1 I ■ ■ STEP DOWN 4" ■ N' ' I I 1 1 U 1 i o I I 1 I 0 O 1 = FM03 i 1 3 HOSE I I I 3 IL I I 1 1 BIBB ----� FM01 .'---• -- - - - - --------------------- ---- - - - - --- ----- - - - - -- ■ `�. 3 ------ .' ■ --- -- ■ ■ ■ ■ ■ ■ ---- -- _ - - - - .' O N N AN OUT 1 1- 2' 0" 1.2'0" I_ 5' 4" I, 2' 0" . 2' 0" 2, 0" MOM 2' 0" FOUNDATION PLAN ELEVATION "A" & "B" SCALE: 1/4" =1'-0" "011111!jIlll/ t*� t0 To -.j; NO $T N i �L g1JlJ�3lt�1� 'p L 0 N l"'I 00 Il- ag UI w 1- 00 In 00 rr W US (� ar .° u: W U) Y �- Dwc S .W o v x 0 Y T� WraN�a0 �.�cf0i m J J m�'3 Incq in IQ- £a�HE ZN Lp my Q d F Ln O Q = U g"m$So U J fA N £ WWW.FDSENG.COM z g— o Z N +O Mom/ Z O Q J � C C4 — L0 Z " N am AIP � coLij -0 j� � o wca vcac � a; Ln F- C m ft3 '— 0 M U LLJ�N E 00?a �. Q N O to DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: N O z 0 W CL N H [L .. .. j a� O_3Uj Z)//�o C LL MMW VJ (n ♦ Model Name / Number: 1512 ♦ Plan Issue Date: Friday, May 28, 2021 ♦ KA PROJECT NUMBER: 21-5376 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,512 x 3 = 4752 APPLIANCE CIRCUITS RANGE 8600 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (5) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. +APP. CIR. = 33,086 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 23,086 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 23,086) = 9,234 + 100% OF "B" = (10,000) = 20,000 TOTAL WATTAGE = 39,234 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 163 ASSUMED EDGE OF WALL M H 2x6 WALL (FLOOR TO CEILING) I 2'-8" USE 2 RED HEADS TO ANCHOR WALL � M24.1IALTERNATIVE PROTECTION BARRIER N.T.S. NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN ELEVATION "A" & "B" SCALE: 1/4" = 1'-O" w w v w J w ELECTRICAL NOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND SINGLE POLE SWITCH $2 DOUBLE POLE SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $DM DIMMER SWITCH -(�- CEILING MOUNTED FIXTURE SCOUNCE ( WALL MOUNTED ) FIXTURE SMOKE DETECTOR CARBON MONOXIDE/ SMOKE DETECTOR COMBO UNIT FLOOD LIGHT FLUORESCENT LIGHTING TRACK LIGHTING o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET (� GROUND FAULT INTERRUPT tI) 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TVa T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J I JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT Agm 71 BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR ® L.E.D. DISC LIGHT PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER UNDERGROUND SERVICE BY--� POWER COMPANY INTERSYSTEM BONDING TERMINATION MAIN 'CONNECT 200 AMP 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE /� # 8 TO HVAC `#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 9) 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. � N N LO OO CO 1 - a V wt ■ -M�� LL LL LL c U m m YN�OOI _ Z W 3 n LL (/1 Y C L O! i.1t.Q- ply N C ,. .. 2 L C, Q Z 0 da3'.11�00 O W t U�;g ciE Lr Z4) z WWW.FDSENG.COM ❑ ❑ El O z_ o z r"'i +\ cli z J � a. rl —L0 z''' N rjL XL X '. ca l J 0 co w L+' �ucha V) m m U �N i _ O ti '� c? Q N 1.\t?AM:S HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rJ0b DIVISION LOCATION: PORT ST. LUCIE Information: NO O z �a R7 W M L � Q C m aj r1 T > N 0 W — J Ld J m U) Model Name / Number: 1512 Plan Issue Date: Friday, May 28, 2021 T KA PROJECT NUMBER: 21-5376 Sheet: 4 Of: ELECTRICAL PLAN 12 6� T.O.M. _ HD. HGT. _ 0 ao 00 LITE TEXTURED DECORATIVE w tD RAISED SMOOTH CEMENTITIOUS COATING zo 1A3 SH TEXTURED BANDS RETURN 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE _ FIN.FLR•_ 50--_-------... --------... FIN_FLR.--------------- DBL 25 SH 48'' OFF RIDGE VENT �� 3050 SH 3050 SH LITE TEXTURED DECORATIVE 2868 DOOR CEMENTITIOUS COATING RIGHT ELEVATION SCALE: 1/4"=1.'-O" T.0.1 — _ HD. HGT. 0 00 ro co -� — - — - 35SH— �FIN.FLR. - REAR ELEVATION SCALE:1/4 -1,-0" IC�ro BRG @ ENTRY T.O.M. 0 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48" OFF RIDGE VENT I VENTILATION CALCULATION_ FQrMula = SIF * IA4 _ p so inches of venting naecled egually foIjIlU ke and exhau t Soffit product provides 4.12 net sq in / sf Ridge vent provides _ 18.00 net sq in / if Off ridge vent provides _ 1.38.00 net sq in / sf Overhang distance _ 1.33 ft S.F. of Area to be vented (SF) 2017 s.f. Total needed for exhaust for upper 1/3 _ 484 net sq inches Total needed for intake (soffit area, lower) _ 484 net sq inches Number of OfFRidge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 27 Lineal Feet of Soffit needed to meet required _ 88 Lineal S.F. provided by plan _ 177 T.O. VI. , HD_HGT. E3LITE TEXTURED DECORATIVE 00 ip CEMENTITIOUS COATING RAISED SMOOTH io TEXTURED BANDS RETURN 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE -_ 23 SH 25 SH 2050 FIN. FLR. - NOTE: 8" OVERHANG ON THIS ELEVATION @ ENTRY 'k FIN. FLR.+-_j---�------I— — LITE TEXTURED DECORATIVE 2050 SH 3050 SH 2O50 SH CEMENTITIOUS COATING W 3068 DOOR w/ KICK PLATE & 3014 ARCH TRANS. ABOVE 1A I LEFT ELEVATION SCALE: 1/4" =1'-O" RAISED BANDS WININININ - 16070 OVERHEAD DOOR FRONT ELEVATION " 11 SCALE: 1/4" = 1'-0" ?� �( f ! g F 0 FIN. FLR. Q oo T 4�4 4 p • o � HBO O N C ' CO 4 0 `' z tL N N C _ a,Wc�W s 5 w CO � /a N • -1 00 Il- C av (0 r­ 00 a H; In 00 T­ "I U .� Cq N U U ® N �y 00 C, ,� Lj tp m ' v 3 r = LLB 0. �x,z a) o Y U C'rJ• Lj 4 — -E rn 5 O �W =Y C Ic 0 c W .'ern �'i x w=s_W '00 o m . ,4 0] 2 C'U Q as - Q a r ~o aeW 2 U d45 o� — Cn p .s. 3 o,a �- (2 N WWw.FDSENG.COM ❑ ❑ ❑ L Z M — O O O 10 Z N CQV Q *= } Q a. -- u 3 V) m (L) L 0 11 � UthG cum r U r Q — C14 112 o �� 00 " U`n~o°; 00ds t ti , .. .. .... Q CN O UO.D �� t - LAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VT Job Information: 0 z '^LO o vJ W M 4 Q .r �c6 �. q) N FL _ ® CN t J M 0000 LO li VT Model Name / Number: 1512 Plan Issue Date: Friday, May 28, 2021 VT KA PROJECT NUMBER: 21-5375 Sheet: Of: ELEVATIONS-B SEE DIET. TB03� G.C. TO PR( BLOCKING W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 16OMPH * * ALTERNATE SPAN RATED 32/1G SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING CW e EQ. O R Qrt' O Z w Q DO d O V, O O EQ. _ "X" DETAIL BRACE TBO1 SEE CONTINUOUS BRACING o 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - VIDE 0 COMPLY OMENDATIONS ATING OF DGE DETAIL O O .� � O r1 X < W \x BOTTOM CHORD GABLE END BRACING @--/ LOP CHORD 2X4 #2 SYP 4'-0" O.C, MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PRVvWtu II r-AiCnluo uvCK At LtAJI 907o Or Inc vvca. TBOiT REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE 1 (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -37.02 -51.06 -51.06 -51.06 GABLE -37.00 -37.00 -58.99 -58.99 58.99 76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE)' 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.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:'J'32" EXP. 1 ('20) TILE: 1232" EXP. 1 ('20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 aB" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN _1�32 SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3, GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Is" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END - JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN O NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. DO NAIL INTERIOR AT 6" O.C, w/ Ed COMMON NAIL, O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. W/ Ed COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d 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" 055 - EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X I F NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM ® C3r)i 3r a 4- B=4ft r;ARI F RnOF > 20 Tn As nFG [4:12]-[12:12] NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 " X 21/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Jp" (2)- 2x TOP PLATE BEYOND 15132" OSB EXPOSURE 1 % � SHEATHING -- ---------- ----- ------------------- I II jj I I II it II I I 11 I I II I SOLID 2x BLOCKING O F 1 1 I I 11 I I I III @ ALL SHEATHING III II 11 II I I11 EDGES III (1 t II II II I I l f I I I I I I G (SEE SECTION X•X) p� III III II II it I �? N Ill III OPENING III II II 11 1 III ill C III III I X I 11 II 1 II II IL O a - -II---11---I � Ifl x III IN III tII it E I I "III 11 I I I I I O I11 I I I 11 111I 11 II II I 2x STUDS BEYOND. W W III I I I I I III 1 II I I I I SEE PLAN x IU I I I N I II I II 11 N I NO III III I I I II 1 I I I II I III 11 Il II I Iil II II I I II N I � 0 III III I t t N I I I I II INI N I II II N II I y- III III I I I II I 1 1 I II f III II II it I N I II II 11 I VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/8" "S" = NA SPACIN 3/4" 1/2" 6 A SINGLE NAIL EDGE SPACING DOUBLE NAIL �'DGE SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 442 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS Ed NAILS @ 3" O.C. VERTICAL BLOCKING SECTION X-X T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -1512 ELEV B BASE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTORID CONNECTOR UPLIFT DESIGN 'FASTENERS NOTES; UPLIFT RATING (9) 10d x 1-1/2" A01-A09, Al 18C-A156C, B01-B02 L/R '-906#or less. HETA16 / HETA16 1810#/1810# - 9 10d x 1-1/2" -.. (12) 16d (2)HETA16 / (2)HTS20 / (2)HTS20'/ 2365# / 2620# / 2620# / (48) 106 x 1-1/2' A10 L / M / M / R -1936 # or less (2)HETA16 2365# (48)10d x 1-1/2" 12 16d (12)16d A16B;. L/R -1872#or less (2)HETA16/(2)HETA16. 2365#/2365# 12 16d (14)10d x1-1/2" col L/R -596#or less MT512./MTS12 990#/990# 14 10d x 1-1/2" CJl - 05, CJ1V - C75V, EJ7, ERV, EJ7VP, HJ7, L / R --. 350 # or less HETA16 / PER TRUSS MFR'. 1810# (9) 10d x 1-1/2" H17V:. ,. CJ3S-05S,: EJ75 L/R -201#or less PER TRUSS MFR ZOl L / R - 204 # or less: ' (2)H2.5A / PER TRUSS MFR 1130# (20) Ed Z02 L/R -186#or less H10A/. PER TRUSS MFR. 1040# (18)10dx 1-1/2" TRUSS MANUFACTURER: BFS DATE OF LAYOUT' DATE OF TRUSS CUT SHEETS: 4/15121 L= LEFT, R=RIGHT&M'=MIDDLE BEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. - ,ALL CONNECTORS ARE SIMPSON PRODUCTS SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETA16 wl (9)1 Od x 1 1/2" OR 1810 HTA16 w/ (10)10d x 1 112" OR 1585 1870 MASONRY HETA20 w/ (9)10d x 1 1/2" HTA20wl (10)1Dd x 1 412" O FRAME TO H2.5A w/ (10)8d NAILS 535 S65 RT7A w/ (10)8d NAILS 515 585 FRAME O FRAME TO H1OAw/(18)1Odx11/2" 1015 1040 RT16Aw/(17)10dxl 112" 895 1020 FRAME H10A-2 w/(18)10d x 1 112" AT 2 PLY TRUSSES 930 1080 RT16-2 w/(16)10d x 1 12" AT 2 PLY TRUSSES 935 1060 O FRAME TO MTS12 wl(14)10d x 1 12" (AT EXTERIOR 860 990 MTW12 w/(14)10d x 1 i/2" (AT EXTERIOR 1005 1195 FRAME LOCATION INCLUDE (3)12d TOENAILS) LOCATION INCLUDE (3)12d TOENAILS) EOFRAME TO MGTw/(22)10d NAILS AND 6/8" A.T.R. wl 12" 3330 $965 MUGT15 w/(28)1Dd NAILS AND 5/8" A.T.R. wl 3330 4495 MASONRY EMBEDMENT w/ SIMPSON "SET" EPDXY 12" EMBEDMENT wl SIMPSON "SET" EPDXY O FRAME TO HTS20 w/(24)1 Od x 1 1/2" (AT EXTERIOR 1125 1310 HTW20 w/(24)10d x 1 1/2" (AT EXTERIOR 1285 1530 FRAME LOCATION INCLUDE (3)12d TOENAILS LOCATION INCLUDE (3)12d TOENAILS FRAME TO (2) HTS20 w/(48)10d x 1 1 /2" (AT EXTERIOR 12) HTW20 w/(48)1 Od x 1 1/2" (AT EXTERIOR Q FRAME FRAME LOCATION INCLUDE (6)12d TOENAILS 2250 2620 LOCATION INCLUDE (6)12d TOENAILS (EA) 3060 HGT-2 w/ (16)1 Od NAILS AND (2) 518" A.T.R. HUGT2 w/ (16)10d NAILS AND (2) 518" A.T,R, O FRAME TO wl 12" EMBEDMENT W/ SIMPSON "SET" 10690 w/ 12" EMBEDMENT wl SIMPSON "SET" 7020 9790 MASONRY EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAME TO FGTR w/ (18) 114" x 3" SDS WOOD SCREWS 4725 RFUS w/ (12) WS3 WOOD SCREWS AND 7100 MASONRY AND (2) 1/2" x 5" TITEN HO ANCHOR BOLTS (4) 3/4" x 6" WEDGE -BOLT LGT2 w/ (16)16d SINKERS O(1) Jt FRAME TO & (7) 1/4" x2-1/4" TITEN 2 1750 2D30 MASONRY SEE NOTE #6 BELOW J2 FRAME TO MASONRV J (2) LGT2 w/ (32)16d SINKERS & (14) 1t4" x21/4" TITEN (2 PLY TRUSS) 3500-M 4060-M (2) LUGT2 w/ (32)16d SINKERS & (10) 1/4"x 3" WEDGE -BOLT (2 PLY TRUSS) 3100-M 3100-M 3240-F 3770-F 3800-F 4520-F FRAME OR (28) 16d SINKERS FOR FRAME (EA) OR (32) 1Ed SINKERS FOR FRAME (EA) J3 FRAME TO MASONRY / (2) LGT3 w/ (24)1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN (2 PLY TRUSS) 4730 M 6570-M (2) LUGT3 w/ (24) 1/4" x 2 1/2" WS25 SCREWS & (4) 318" x T WB (2 PLY TRUSS) (i480-M 7U50-M 5010-F 6960-F 6480-F 7710-F FRAME OR (52)16d SINKERS FOR FRAME (EA) OR (56)16d SINKERS FOR FRAME (EA) BEAM TO HU410 OPT HUC410 w/ (18) 16d & (10) 10d G#2680 HD410 OPT HD41 OF w/ (20) 16d & (10) 1 Od G#3080 O BEAM NAILS U#1895 NAILS U#1950 TO HU410 OPT HUG410 w/ (18) TITEN G#4500 HD410 OPT HD4101F w/ (20)1/4" x 3" G#3355 OBEAM MASONRY 1/4" x2 3/4" & (10) 10d NAILS U#1800 WEDGE -BOLT 8 (10)10d NAILS U#850 BEAM TO HU46 OPT HUC46 w/ (6)104 NAILS & G91540 G#3000 HD46 OPT HU46w/ (6)1Od NAILS & G#1625 G#2015 O MASONRY t (12) 1/4" x 2 3/4" TITEN (TO MAS.) U#980 U#1135 (12) 1X' x 2 3/4" TAPCONS (TO MAS.) U#1030 U4850 FRAME OR (12) 16d & (6) 10d (FOR FRAME) SYP-F SYP-M OR (12) 16d & (6) 1Od (FOR FRAME) SYP-F SYP-M FRAMETO (2) HETA16 OPT (2) HETA20 2365 2365 (2) HTA16 OPT (2) HTA20 0 O MASONRY 1-PLY w/ (10) 10d x 1 1/2" OR 2365 2365 1-PLY wl (10) 10d x 1 12" OR 243243D 2-PLY wl (12)16d 2-PLY w/ (12)16d HTSM16 w/(8)10d NAILS AND (4) 114"x2 1/4" 965 1110 HTWM16 w/ (8)l Od NAILS AND (4) 1/4'Sd 3/4" 1145 1226 FRAME TO TAPCONS WEDGOE-BOLT O MASONRY HTSM20wl (10)1Dd NAILS AND (4)114"x2 1/4" 955 1110 HTWM20 w/ (10)1Od NAILS AND (4)1/4"A 3/4" TAPCONS WEDGE43OLT 1145 1225 ©FRAME TO H10S w/ (8) Sd x1 1!2" NAILS AND (2) 3/8"x4" 780 910 MASONRY TITAN HD FRAME TO DTT2Z wl (8) 114" x1 12" SIDS WOOD DTB-TZ w/ (8) t/4"xt 12" W515 WOOD O SCREWS AND (1)112" 9 A.T.R. EPDXIED wl ism2145 SCREWS AND (1)12"H A.T.R. EPDXIED w/ 1510 2835 MASONRY SIMPSON "SET' (SEE NOTE #4) SIMPSON "SET" (SEE NOTE #4) FRAME TO HTTS w/ (26) 16d x2 1/2" NAILS AND (1) 518" 9 "SET' HTT45 w/ (26) t6d x2 1/2" NAILS AND (1) "SET" O MASONRY A.T.R. EPDXIED w/ SIMPSON (SEE NOTE #4 BELOW) 4375 5090 5/8"e A.T.R. EPDXIED w/ SIMPSON (SEE NOTE #4 BELOW) - 5005 HTT4 w/(18) 16d x2 1/2" NAILS AND (1) 9/8" 6 HTT45 w/ (18) 16d x2 1/2" NAILS AND (1) S�A.T.R. FRAME TO EPDXIED wl SIMPSON "SET' 3640 4235 5!8" 0 A.T.R. EPDXIED w/ SIMPSON "SET" 4160 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) O FRAME TO H10S w/ (24) 10d A 12" NAILS 786 910 LUGT1 w/ (23) 8d A1/2" NAILS 875 1046 FRAME TO HM9K7 w/ (4)1/4"x1 1/2" SDS WOOD RT16M w! (9)10d x 1 12" NAILS 8 OFRAME MASONRY SCREWS & (5) 1/4"x2 1/4" TAPCONS 760 760 (4) 1/4" x 1 3/4" TAPCONS 1395 1395 FRAME TO VOT w/ (16) 1/4"x3" SDS WOOD SCREWS & O MASONRY (1) M-0 A.T.R. EPDXIED w/ SIMPSON "SET" 3555 4940 w/ 12" MIN. EMBEDMENT FRAME TO (2) VGT w/ (32)1/4"x3" SDS WOOD SCREWS MASONRY & (2) 5/8"0 A.T.R. EPDXIED w/ SIMPSON 5170 7185 "SET" wl 12" MIN. EMBEDMENT FRAME TO VGT w/ (18)1/4"x3" SDS WOOD SCREWS & MUGT15 w/ (22) 10d NAILS & HTr45wf (18) O FRAME HDU4-SDS2,6 w/ (10)1/4"x2112" SDS WOOD 3285 4565 10d NAILS & (1) 516" 0 A.T.R. 4160 SCREWS & (1) 5i8" 0 A.T.R. O FRAME TO (2) HTT5 w/ (52) 16d"x21/2" NAILS & 4375 5090 (2) HTT45 w/ (52) 16d"x2 1/2" NAILS _ 5005 FRAME (1) 5/8"Y: A.T.R. (SEE NOTE #4) & (1) 5/8.0 A.T.R. (SEE NOTE 94) AFNFRAI CONNFCTAR NOTFR 1, CONNECTALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS 1 BEAMS w/ (2)12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONSARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. Q.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2"x4" TO TRUSS VERTICAL WEB w/ 12) ROWS OF 10d NAILS 3" O.C. STAGGERED. 5. 12" MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w/ 4'-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. O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS LINO ON PLAN 2. CONNECTK)N AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F812/S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. wl (2) AT EACH CORNER, G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IFAPPLICABLE) LAYOUT S. CONNECTALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLJBEAMS w/ (2) 12d TONAILS O MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR UNO ON FRAMING. PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOR(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) SEE [RSH] SCHEDULE THIS SHEET 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1.1 - - - NOTE TO FRAMER - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST l 1 -METAL DRIP EDGE C.M.U. OR ICF WALL / - 2 x SUB -FASCIA SEE TYP. WALL -•--ALUM FASCIA SECTION 2x BLOCKING NAILED 2x2 #2 P.T. MIN. FASTENED 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 L. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE ?. 2x2 #2 MIN. P.T. W/ JCHANNEL SECURED AT 24" O.Q, FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.14Wx33-A" AT 1611O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (AA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLA N DETAILS (**) ALUMINUM SOFFITS > V-4" BLOCKING REQUIRED. ff(*4*) VINYL SOFFITS> 1'-0" SHALL HAVEFOR SOFFITS <1'4' MID BLOCKING NOT REQUIREDMID BLOCKING PER R704.2.1 ICAL SOFFIT SUPPORT DETAI L I 3/4" =1'-0" P- c m H is w a • c O�O7 LL Il LL ch D i j :F W .5 ain���' (0 (A•�Nr~cC �fnm00 W d ann _ yC W �C.OLL W Sr♦ W d L i y or4 //ryn `�, =v�Q¢ EILl Z 0 3 1,3 m S E E I o� ti d (V VaRW O W Q' J c"ncNof dW° 191�'a~N'� ZN M .. J G7 m Q CL oy3 noa v $9 6 5 rq 0 d u m a : H Y m z W _ WWW.FDSENG.COM 0 Z O z 04 zCN QN Q :3 J a m (1►r► //f r/j - � z " N (9 m -J Ln LLI o @ 0 LU � m V �N W �O U �[[ C) oil= CC _ Q CID Itt N O nAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IV7JOb Information: NO O z �Lo 0 � Lf) W m -H M L `�° Q m ai z t-�Um a ■ ■ ■ ■ 0 N N a 0 J W m o vJ ♦ ModLL el Name / Number: 1512 ♦ I Plan Issue Date: Friday, May 28, 2021 ♦ KA PROJECT NUMBER: 21-5376 Sheet: 6 Of, ;ziZ9 LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES Model 1512 B BASE - 8'-0" Plate STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (#; PLF) SAFE UPLIFT. LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 322 405 341 8F16 - 1B / 1T (MIN.) 2 31-611 6113 739 3524 453 8F16 -1B / 1T 3 71-811 1843 168 16214 105 8F16 -18 / 1T 4 141-811 1370 168 520 105 81`16 - 113 / 1T 5 51-1011 4360 168 2080 105 8F16 - 1B / 1T 6 41-611 6113 739 2707 453 8F16 - 18 / 1T TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - 10d X 1 112 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT STANDARD HOOKS SEE BAR & 3000 PSI 6 MS05 FOR MORE INFO GROUT, MIN. 25" LAP (ACI 530) TYP. FILLED CELL W/3000 TYPICAL SHEARWALL SEGMENT P.S.I. CONC. W/1 #5 REBAR VERT. ALL INTERIOR BEARING WALL CONSIST OIL SEGMENTS AFILLED INTERIOR SHEARWALL I U6 EXTERIOR FRAME WALL CELL EACH END WITHOUT AN OPENING BETWEEN. 8" C.M.U. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 OD LOCATIONS 2"x 42 SYP/SPF P.T. W/ SHOWN ON THE FOUNDATION (3) 1/2" X 8" "J" BOLTS OR CONC. SLAB SEE PLAN AND FLOOR PLAN. (3) 1/2" X 6" EXPANSION FOUNDATION PLAN MIN. LAP 25" (ACI 530) ANCHORS OR (6) 3" X 1/4" FOR MORE INFO TAPCONS OR (8) 2 7/8" HILT( TIX-DNI TOP OF SLAB NAILS. ---- fi 2x BASE PLATE SEE, _ PLAN FOR MORE INFO' i 6 MS03 FRAME (EXT/BRG/SMEAR) WALL TO N.T.s. MASONRY CONNECTION DETAILF MS02 TYPICAL SHEAR WALL SECTION N.T,S. #5 REINF. 20" MIN. LAP BAR P #3 OR #4 REINFORCING 1� BAR #1 A #4 LAP SPLICE _.. I 25" MIN. LAP ��D, 90" HOOK, HOOK #5REINFORCINGBAR �5�J.�L�SIy.GJ AP�'PyG SCALER"-1'-0" MIN. LAP #6 REINFORCING BAR PRECAST "U" LINTEL(S) FILLED SOLID W/ INSTALL MIN. 25" LAP SPLICE * GRADE 40 U,N.O" #6 LAP RPUCE 3000 PSI GROUT (SEE LINTEL PLAN FOR BETWEEN WALL REINF. & LINTEL MINIMUM SIZE & REINFORCEMENT & TOP STEEL AT EACH SIDE OF LOCATIONS FOR Ill CONT. LINTEL OPENING WHEN TOTAL OPENING OVER MULTIPLE ADJACENT WINDOWS) GROUT TO BE WIDTH IS 6'-D" OR LARGER MS05 REBAR SPLICE DETAIL -GRADE 40 HURRICANE ANCHORS FLUSH WITH PROVIDE SCREEN WHEN N-T.S- TYPICAL SEE PLAN TOP OF WALL 10" BLOCK BELOW IS NOT REQUIRED TO BE FILLED. HOO (TYP. STANDARD 90 DEGREE HOOK ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 114" 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 23/4" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. (PRECAST N LINTEL w 1 ' a (2) 2X I.T. i 7 ; BUCKS W/ BETWEEN ; 1 1 I 1 I 1 I i FASTEN FT 2X NAILER TO ; MASONRY I 1 1 1 I 1 I 1 1 1 IF DOUBLE 2X NAILER IS USED, USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL HOOK LINTELof REINFORCING INTO ;' ` ..•. • . a TYP. BOND BEAM SIDE VERTICALS . dzUU 8"x8"x16"K.O. WHEN TOTAL .� •' I. w LINTEL BLOCK OPENING WIDTH IS y. z w O FILL w/ 3000 psi " OR LARGER r g LL CONIC- W/ (1) #5 ' DIA. REBAR + PROVIDE 3"x3" HOLE •ice_ IN BOTTOM OF PROVIDE STD. 90° PRECAST LINTEL TO EXTEND WALL REINF- 90 DEGREE HOOK W/ PAIN. 25" LAP THROUGH AS REQ'D. ANGLE 3000 psi SPLICE ON EA. END :�. 1: CONC_ W/ (1) #5 WHEN TQTAL OPENING REBAR BOTH SIDES . REBAR BOTH SIDES 4. DIA. REBAR IS 6'-0" OR LARGER OF OPENING U.N.O. OF OPENING U.N.O. 12" OR LESS PROVIDE KNOCK -OUT ' `. ' '' INDICATES BLOCK FOR FIRST , ;.:.:.. ... •;. ::`;:.:.:. _:' .' . ':: .• ° : ' FILLED CELL COMPLETE CMU ITOTAL OPENING WIDTH . " FROM Ill. TO COURSE BELOW SILL & i. . BEAM w/ (1) ) #5 FILL SOLID W/ (1) #5 BAR WHEN TOTAL OPENING BAR IS ill 03 LARGER z s + •f 8" X 8" X 16" CMU U.N.O. TYP. DOWEL 25" MIN LAP (AC1530) . SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION N.T.S. I MS01 I BLOCK WALL REINFORCEMENT I N.T.S- O O O LINTEL PLAN ELEVATION "A11 & "OII SCALE: 1/4" = 1'-0" (2) GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARF TO BE GROUTED SOLID TO TIE BEAM. 2- (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE 15 ADEQUATE FOR THE LOADS, GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F = FILLED WITH GROUT / U - UNFILLED #5 REBAR AT TOP MIN. (1) REQ'D R=RECESSED 1-1 2" ". QTY. OF #5 a CL R REBAR @ BOTTOM OF LINTEL CAVITY " T` c2e ? = TOP KNOCK OLI v LOCK COURSE ` 8F16-113/1T Z Z z [QUANTITY GROUT OMINAL OF WIDTH - #5 REBAR AT #5 REBAR AT TOP .p"" BOTTOM OF -. LINTEL CAVITY NOMINAL. d HEIGI4T BOTTOM REINFORCING 75/8"ACTUAL PROVIDED IN LINTEL (VARIES) TYPE DESIGNATION B" NOMINAL WID I H GENERAL CONCRETE LINTEL MATPRIAI S AFNFRAI INSTAI I ATION NOTES 1• fc precast Ill = 3EDO psi. 1- Provide full mortar head and bed joints- 2. f'c prestressed lintels = 6000 psi. 2. Shore filled lintels as required. 3. grouted per ASTM C476 t'g = 3000 psi w/ 3- Installation of lintel roust comply with the architectural and/or structural drawings. 4. maximum 3/8" aggregate and 8" to 11" slump. 4- U-Lintels are manufadarec with 5-1/2" long notches at the ends to accommodate 5. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. minimum net area compressive strength = 2000 psi. S. All lintels meet or exceed L/360 vertical defection, except lirtels 17'-4" and 6. Rebar per ASTM A615 Grade 60. longer with a nominal height of 8" meet or exceed L/180. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cev',y. 7. 270 low relaxation. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7/32 wire per ASTM A510- 8_ Cast In place concrete may be provided it composite 1'i.ntel in lieu of concrete 8. Mortar per ASTM C270 type M or S. masonry units. 9. Sate load ratings based on rational design analysis per ACI 318 end ACI 530 10. Florida rdApproval No. 158.1 11. The exterior aurface of lintels Installed in exterior concrete masonry walls shall have a coeflng of stucco applied in accordance with ASTM C-926 another approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uPIll and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 10 Safe vertical load Safe horizontaload — o O O O O 8RF6-0B/1T 8F"B/1T 0 © 01 O; O O O O 8RF141B/1T 8F16-1B/1T © O 8F02t}18/ "0: •0,. O O O 0 O 8RF22-1B/1T 8F241B/1T O O CD l u 1 8F281B/1T '0 O 0 8F32 1B/1T 0 IIEV4 AIED3, OnF7, FORM & GROUT SOLID :AQ _ C rf 8F 12-1 B/1 P, 5 BAR CONT. RM85 12" LINTEL DETAIL 3/4" = 1,0" �-e6/5 ■ N 00 000000 ` W m 4i ED .,. a LO 00 h E a0' c -8 ik' Gi $ M C4 ii LL LL .''N N rr°—'L w ' n co � G � � ova Lill Y h J" LL fi7 O 3 N O ys 0 LLJ 00 ' 2 '�:; fV DOco(D co et bl LLi N 9 O Q = 0 WWW.FDSENG.COM 0 El 11 LO Z o O Z N � J � > 04 N VI m � do C) CO 4 J LU C H J m ` V W CoN EO ( - I 00 U(nnow •I a (N � m ® A IS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ Job Information: O W > rm ro 00ai �, M0) m a a . . . F— _L U 00 4 N N a O W V! (n Model Name / Number: 1512 Plan Issue Date: Friday, May 28, 2021 KA PROJECT NUMBER: 21-5376 Sheet: SMJL-- 0': LINTEL PLAN 0 2x6 #2 SYP P.T. W/ (2) W'x5" WEDGE ANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" a "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o SECTIONAL OO OVERHEAD DOOR CONT. �9aarslb:as*-;�� PT #2 WOOD " X 6" SYP 2 z� rta. P TRIM .:' o 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PERpe GARAGE DOOR MANUFACTURER GARAGE SLAB' • :°° �i��,^+00 04 TYP, GARAGE DOOR TRACK MOUNTING DETAIL Y4r _r i LL MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. 4 N CAD LLO 'a g e-I GO I` c U` am IG CO I- I10 ai E ,`�. ,• va Ln 00 rl- LU �nm mo ; oW. a cn LL> o�s rn SO, BLOWN IN R-30 INSULATION PER FBC N" =oZ O O a � g -d°'Q 10 ' AND ENERGY FORM SUBMITTED WITH g d 0 N BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES g °~' ' a W 0° FBC AND ENERGY FORM SUBMITTED 12 AT EAVES (FOR VENTED ATTICS) ,°�, ag N04 12 WITH PERMIT APPLICATION ' FIBERGLASS SHINGLES OR u "� ° �¢ Ov PROVIDE BAFFLES AT EAVES ` TILE ROOF PER ELEVATION SEE PLAN ( ) SEE PLAN (FOR VENTED ATTICS) OVER APPROVED UNDERLAYMENT �� W � � � �� � , FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) PER FBCR 905.1.1 OVER APA, PRE ENGINEERED WOOD ROOF SHEATHING -SEE SCHEDULE- " 0 C TRUSSES @ 24[RSH] - ON FRAMING SHT. FOR �°- WWW,FDSENG.COM 711 OVER APPOVED UNDERLAYMENT SHTG & FASTENERS. Z PER FBCR 905.1.1 OVER APA - ` — o 0 - G. WOOD ROOF SHEATHING - SEE SCHEDULE- PRE EN [RSH] - ON FRAMING SHT. FOR TRUSS ANCHOR (SEE PLAN) ' � n■� TRUSSES @ 24" O.C. SHT'G & FASTENERS. _ - _ -SEE PLAN FOR <n TRUSS ANCHOR (SEE PLAN) BRG. HT. 1/2" DRYWALL • « FELT PAPER OR • ` sr a Z r. TO BE INSTALLED ON OUTSIDE _ ETAL DRIP EDGE TRUSS PLATE t17 M k FACE _ - — - — - -- - -- - — - 3/4" P.T. NAILER 2X SUBFASCIA�rV 10 SOFFIT. SEE ARCH. CC5 p DRYWALL PLANS ' �--METAL DRIP EDGE 1/2" DRYWALL CURTAIN NAILER r 8 x 8 x 16 K.O. O C CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 4 P.T. @WINDOWS ri LINTEL BLOCK 1 x 8 P.T. @ S.G.D. „ O.H. W/ (1) #5 DIA. REBAR & f° J TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. h 3000 PSI CONCRETE SEE ELEV, V CC-4 E 16d TOENAILS PLANS N PRECAST "U" LINTEL ,,, 20 a;14 I k s 1/2" DRYWALL '— SEE PLAN FOR HEADER SIZE SEE SCHEDULE u u _ o U 09 l L0 Q C-4 o tw J 'J p jA DAMS HOMES OPTIONO15/32" OSB EXPOSURE 1 ON . .H. MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED. � Q, ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3f4" STAPLE @ 2" O.0 EDGES AND FIELD, r FLORIDA CONTRACTORS LICENSE N0. CRC1330146 NAILS AT 8" O.C. NOTE: 44" MAX. SILL HGT, ON FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI 3000 GULFBREEZE PARKWAY w CONC. ALL LOCATIONS GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN ki SHOWN ON FOUNDATION DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN N &FLOOR PLANS PORT ST. LUCI E LOCATION OF OPENINGS IN N EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL' i Job Information: STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW -CEMENTITIOUS DECORATIVE I rW/ SCREEN WINDOW STOOL ri !` � { <. s rro PER SPECS .,-. �• �� FINISH 7/8 THICK PER ASTM h vi PRECAST CONC SILL � � �, � � � T # E r; E. C-926-98A N PAPER BACKED FOIL R-4.1 w O - 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM P 'J EXTERIOR FINISH - 1/2 DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) o FOR NAILING INFORMATION FOR APPLICATION cLO R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE FTG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 17" IN CONCRETEUj 25" 1 x 4 P.T. m M 06 m ( AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN EXTEND (ACI 530) ABOVE BASE NAILER WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN zWOOD .. MM ' MIN. 6" FROM END - SEE WS07 W N a BASE FOR TERMITE SHIELDCO SEE FOUNDATION PLAN SEE FOUNDATIONFOR O _5 LU FOR SLAB INFORMATION -TOP OF LAB 77 7 SLAB INFORMATIONPLAN TOP OF SLAB x Lo V Model Name/ Number - ¢ i � 4T °w°° �1 t � m GRADE-14 .�.�E,E I',4 k GRADE G 1512 CLEAN l SEE PLAN FOR -, Plan Issue Date: COMPACTED . f x v - w RE -BAR QUANTITIES x L� FILL Friday, May 28, 2021 .r,°. V KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 16" FOR FTG REQUIREMENTS Q /�—� PLAN 215376 WS01 TYPICAL WALL SECTION 8" CMU 3/4" = 1'-0" Sheet: S=2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = 1'-0" TYPICAL FRAMING DETAILS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING VARIES W ROOF SLOPE 2X4 CONT. w/ (3) 12d COMMON NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. lu U m c0 1H5 L�1 U u (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (DNE0INTO EALHOUTSIDE FACE) 3 1/2") OR EQUAL (DNEOI 1T602". EACH L= -1/2") OR EQUAL 1)UTSIDE FACE) N) AD ACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" 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 NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN 1 1/2" CONTACT FOR FOR FURTHER INSTRUCTIONS • : • FILL 1ST. 4 COURSES SOLID W/ GROUT. (NO REINFORCEMENT REQUIRED) F.F. FOR OVERHANGS BETWEEN 5/8' TO 1 1/2' NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. U SEE GE05 FOR STANDARD GABLE END �I 1 FRAMING I � I � + +I I+ +I 2X TOP PLATE TO I GABLE END W/ 16d i NAILS @ 6" D.C. +� + + 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 FALSE BEAM AT GABLE END FNT.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU_ 7/16" O.S.B. EA. SIDE 2X BLK'G. f0 O.S.B. JJ/ 2 - 8d EA. END EDGE VIEW SP4 AT (3) 16d SEE PLAN COMMON FOR WLL 24" O.C. NAILS(TYP)� HGT. ■ ■ '/0 waa'01�1 RNA,!�0,...��� ,III I .' • • • • •' ' `II �• • f • ► I' ;• , • 1/ ! ' WINDOW OR DOOR OPN'G '--CMU PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH w/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) 2 ROWS 12d @ 3" O.C. _..DOUBLE 2x4 TOP PLATE 2x4 STUDS' U/ 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 NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W/ 8d 2 112" x 0,131 NAILS (SIM. w/ 2x6 *.NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT W/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL -E 12d TOP SPLICE 2 ROWS 12d @ 3" O.C. OP SPLICE �O ' . UBLE 2x8 / TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL 3/4" =1' o * 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 ICINGS JACKS KINGS SIZE EA END EA END EA END FA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 1010" 16' 3 4 3 4 2X CRIPPLES @ 16" W/ SIMPSON SP2 Tl TOP AND BOTTOM * WHEN STUD LEN IS LESS THAN 12" LSTA30 STRAPS A STUD WRAPPED 0 TOP PLATE & NAIL TO HEADER EACH FILL ALL HOLES M STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x CRIPPLE ST[ TYPICAL (U.I * * HOLD DOWN I NOT REQUIRE WALLS WITH( HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" C/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2 x 10 OR GREATER HEADER )OUBLE 2 x #2 i.Y.P. HEADER W/ L/2" FLITCH PLATE 1EADER. (U.N.O.) =ILLING AND BLOCKING AS 1EQUIRED FASTENED TO iEADER W/(2) ROWS DF 12d @ 16" O/C UNLESS VOTED OTHERWISE >_ x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPAN5ION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. •og c.e y U N 2.s UJ F" 10 00 I'_ o q� # 4k 4k ° ocgc� Ijo da �C U-- li Op d m Utn�y N � �N�Z Wa O.. ai $m�CCt�}(u�nac� O N C 0 ••. VI 0 "- (p - 011 � C- W 0 0 iy o.ia N .O9z' =m��5� .mac'o 5io-gym 3 O ;• N W 5w- m I•� Wm;, 00 . ry O W 0_ O J J m Q N Q pU z cn O w U _j W I°- f. '�'+ � WWW.FDSENG.COM 0z Z 0 — 0 CD Z 0 10 (D z N QN d ad J � MZ n. m C4 _� N ti !r ]C c!') co VI m �J cn — M W uc�o U —N E U.J -C O UCc F-- �+ {i 00 = p w V (n0 Y �� c dN o npD ,�I DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O z 4 IS W � C � � m ai .. d . . ' ) N 0 J W Ln L° J oo cn Cn Model Name /Number: 1512 I Plan Issue Date: Friday, May 28, 2021 KA PROJECT NUMBER: 21-5376 Sheet: �O` S-3 MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2" = 1'-0 TYPICAL WALL DETAILS MINIMUM 2'x4" CROSS BRACING (SEE PLAN FOR LOCATION) (3) 12d PER JOINT OUS BOTTOM CHORD BRACING 2"x4" MIN. 1-801 TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD A TRUSS r N/1�7 A G.T. ------ ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT SHEATHING JACK XG.T SPAN FROM EXCEEDING RUSSE01 MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2) 12D NAILS AT 12" O.C. MAX SHEATHING SEE PLAN 2X4 BLOCKING BETWEEN TRUSSES SEC_ ALTERNATE TO BLOCKINGL TRUCTURAL SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. -7 HIP TRUSS 1`11303 HIP / RIDGE BLOCKING DETAIL T.S.N. *DIAGONAL SPACED AT 20'-0' O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING 11111110101 CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB T11302 TYPICAL CROSS BRACING DETAIL N.T.S. PRE-ENGINEERED 2VERLAP TRUSS BRACING WOOD TRUSSES —� AT LEAST ONE TRUSS 6" OVERLAP MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING r1304 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 BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE 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 MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES Al 20'-0" O.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 WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. QFF TVD TRI ICS RI C (KlNC (IETAILS VERTICAL SCAB 2X6 #2 W/ (4) 12d TOP & BOTI OR HCLR/LL IN PLACE REQUIRED @ RAFTERS B SHEA 2X4 BLOCKING BETWEEN TRUSSES W/ (2) 12d NAILS EACH END, CONT. EACH BAY ALTERNATING BLOCKING STRUCTURAL SHEATHING — SEE PLAN FOR CONNECTION — B 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS Cd EACH END WALL BELOW (SEE PLANS FOR TYPE) TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL 3 TO 4 TRUSS SPACES SECTION B-B CONV. FRAMED RIDGE MAY BE NAILED w/ MIN, (4) 12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS 2x4 AS SHOWN ALTERNATE DIRECTION (2}1 NAILS TO EA TRUSS DOUBLE TOP PLATE VERTICAL SCAB 2X6 #2 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) #7X3-1/2` WOOD SCREW EACH TRUSS OR HS @ 48" O.C. DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM AT 8'-0° TRUSS MAX •��• 2x6 RAFTERS @ 2'-0"O.C. MAX. w/ (3) 12d COMMON ff2 TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN CONC. MASONRY 4 FT @ 2'-0' D.C. MAX W / (3) 1DD COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING rB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16D NAILS EA. END. SEE [RSH) SCHEDULE FOR SHEATHING ATTACHMENTS. (MIN. FIRST 4 BAYS), I I 8d NAILS @ 4" O.C. 2x4 S' THEN (NOT REQ'D WHEN R SHORTER FASTEN (1) SI0�61N HGA10 CONT 2x4 SYP OR SPF SPANNING (4) BRACE CONNECTOR FROM TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO W/ 312d TO CHORD (MIN BLO K/PLATE 1ST 4 BAYS) C�l 2x87PLATET. 2x4 SYP OR'SPF BLOCKING �"�— 4 BAYS BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. TRUSS w/ 3-12d NAILS EA. END NAIL TOP OF "T" TO GABLE TRUSS w/ 2-12d AND 1 SIMPSON H8 W/ 10-10dx11/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" SIDS WOOD SCREWS GABLE END TO TOP PLATE / BEAM FRAMED WALL OR BEAM BELOW, SEE PLAN. @ WOOD FRAMED WALL 4 MAX 9" UNSUPPORTED IF > 9" 2X4 #2 SYP BLK'G @ 16" O.C. -IF > 9" CONT. 20 #2 SYP W/ (2) 10D X 0.131 @ B" O.C. EA. SIDE WALL AND ROOF SHEATHING, SEE T913 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 ROOF SHEATHING, SEE TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE PLAN. NAIL TOP OF "T" I L 2x4 BLOCKING W/ 2-12d TOENAILS TO GABLE TRUSS w. 2-12d AND 1-SIMPSON H8 w/ 10d x 1 1/2" NAILS @ DUTCH GABLE GE01 GABLE END BRACING N.T.S. 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 \ A / 2X4 SPF BLOCKING Y v BETWEEN TRUSSES \ / \ @ 24" O.C. MAX.w/ / , ,\ (3)12d EA. END (TYP.) SHEATHING r11315 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ?11'' it , c,, ` 5' t e LU ' e nKq `�N9• � � a3 a f� .\ s`•t.� N O ip '$a cN to A£ W E ; W } 0 00 Lo 00 r- 0 N .i U 0 d c 1 J J J LE LL LL Ip�N� Ip�'M4 Lu a a - N �41y� V'4 13 z � � Q T 9 N �,Gp�L W 4 10 :g �' 0 J m �C�NE IL(11 tL 2 �. CO i a- E2 D �V ¢ a c 3 o ❑ ❑ ❑ � w a WWW.FUSENG.COM moms Z Ottj z o 10 z Q� f a N _ LO 011) Z ti M 00 Lu • p M w n� si t]l96 M m F J CO uj 04 20 �- co ( .. 6 C d 6 nA . . ® LAMS HQMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: ry 0 z CU) C a--' `� Ln LI J M M i v cl .. •. .. I—�Um CN �_y�IW/ W .I V) U) M LO o Ll- VIModel Name / Number: 1512 Plan Issue Date: Friday, May 28, 2021 VI KA PROJECT NUMBER: 215376 Sheet: S-4- Of: ROOF FRAMING AND BRACING DETAILS a 95 C 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. PredriIling 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. k, . SPAC EVEN 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES r 3PAC EVEN MW SINGLE DOOR W SIDELITE ' 6' >PACE :VEN LY 31, SINGLE DOOR W/ SIDELITES 11 R h. I n DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O TOP OF SLAB 00 Z 1 p1I ®II ° '- I°�IldPlly I o n rr o l o , �-- 16" MIN. DIAMETER ° z I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. 3.1 8„ 8„ 8„ 8„ ...........-...................................... ° SEALANT L; NAIL SHINGLES W/ 110R 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. f OecK /� ii a or shi Line valley by centering ra9y�°awes - 36" wide ertainTeed Win hG�arrr ark ay`fs y O aterproofirg S Ingle �'as�obTi#//eye soe nderlayment or 1?;'�' \ u16.1\ p pp edge quivalent dir to °arse se utise E L` � M��oiV OOO 5� C act ' 3td CO C°aft nd y" Rake o not nail with n eta Drip 22 6" of Embed each sit Ingle Edge in a 2" 29" ° valley centerline wide cemen spy elt 5 in ragg 2$ r Cut 2" dlagonally off upper Save 7" orner of trimmecN pieces to use in 5thI e s in le. Extend the sringles / over the rake and eaves /2" if drip edge is edge is Cut shlrgleo 2" used, or about 3/4" back from if no drip edge is used. valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS)- h TEXTURED, PAINTED EXTER, WALL FINISH 6" X 6" H GALV. FLASHING CONT= PLASTER STOR-- ROOF - SHINGLES 6" X 6" H GALV. FLASHING CONT. m FLASHING DETAILS 6" HORIZ NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KN EEWALL INTERSECTION 3TICAL WALL ENTRY ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM or 6" ABOVE VERTICAL RISE of FLASHING AT KNEEWALL SPACE EVENLY 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'I SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 4, \ 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU N. N 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 1/2" . EMOCDlf71ENT WOOD FRAME IB LU001) SCREW BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &SHEA.THING EXTERIOR 3/4a" MINI. EDi FTNrSH DISTANCE By OTHERS T r"�ETER 1/4" MAX. HULK SHIM SPACE OTHERS O,A„ WINDOW HEIGHT EXTERIORINTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM OF An (76cm). SAVE DRIP EDG=S SHALL EXTEND 'kin BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 21n. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNnFR THE UNDERLAYMFNT. IF IN3TAI.1_FD OVER THE UNOERLAYMENT, THERE SHALL BE A MINIMUM 4in VIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE, URIP EUGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12ir ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 4INCHES ON CENTER_ Mabmum Fastener Spacing ()ambs, Head and Sill) fi Screws Nbunbng Fin'" E4tEN'IOr VB;Ur of Fixed Window i I , i i l Wall Framing; #2 Spruce/ Pine/F it Or Better Silicone #10x1-i/2" _ screw Minimum Penetration C ross Secron V iew Minimum Silicone Exterior Sheathing Yore We SA'Ongry MCOMMenO Ale Use Or Aasnmg 8W10r 17MI/W MpeSOng $111 PARS 00 SrStim In AI Fd117-01. MOWOVBY, pile W variation In codes and building type, It is left up to the end user to determine the proper Installation otthese items E,7,7717 ^+2.ore instS.IRr y-II vl;;kiowW tre bobb,kf vzzp may be pe ied JGK ft 1,1de,;.ion, but ;'case: a.1 F:': 'rap to t cte-d, l a_ : r h s. eaves en Step i Measure to be sure the opening is 318" to 112" larger than the window size both vertically and horizontally, * You may wish to predrill the installation holes in the fin at this time. Me lwslnthe moun An as ft arenot-ad coI Step 2 Apply a generous bead of silicone to the backside of the mounting fin. Use enough silicate to sufficiently fill all voids between the fin and the wall sheathing. j Step 3 Insert the widow into the opening from the outside. The window is labeled "inside" and "outside", but If these Deis have been removed, the glazing bead should always be to the inside of the building. Step 4 Instal shims under the sill, adjusting them until the unit Is plumb in the opening. Shims should be installed under the sill every 2 feet. The window should be basically centered In the opening with no more than 114" gap between the window and wall framing. LAE 5 Install a #10 x 1-112" screw 4" from the comer of the fin at each end of the hems sill and bath jambs. Step 6 IrdWl the remaining fasteners in 8" increments from the corner screws to the center of each frame member. Use care not to over - tighten the screws and pull them through the fin. Also, make sure the screws go in straight and do not cause the frame to bow, III framing should be a minimum of #2 Spruce/Pine/Fir. iterm slhould be #10 screws of suffident lengIlh to achieve 1-3/8" penetration into the wak and no less than 1/2" from edge of framl `. sq , 'F , ' 00 ° 04 sthner quantities deeded In each side of frame to achieve 8"swiv ?ngth of Frame Member II 38" 1 26" 1 34" 1 42" so" s8" 66" 74" er " 98" Number of Fasteners 2 3 1 4 1 S 1 6 7 8 9 10 11 12 1 13 7 Remove excess silicone -�n= our from around the fin and inspect for holes or vods. Use silicone to flit any voids. Step 8 If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, this must be the h'O7+i1'A`FA1Al7aTE+sot IYAf 1"0i?ri, i ,1E N j Step 9 Since these windows are typically used in rooms with high moisture, le, bathrooms, it is recommended that the khteria gap between the window and wall framing also be seated with silicone and tooted so as not to interfere with the installation of p wallboard, file or trim. Step 10 Once all construction is complete, remove the bubble wrap from the inside and outside of the window. If necessary, dean the blocks with a mild "argent and warm water ushg a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: W LO LO nmc. .I co N �- III to 1-00 r . F- Ln 00 P- s 4 g� 0s' 0OD w Nn z= w 0. y O, 9 Ld NL U) MILL � oa w 3 yq n 2Ldno �< z O C? �m Wm a w I? :z T III J Y s°' ZN M E a Q YV• c" s`°W - � U Product Design Pressures Manufacture Model # Attachment Method Approval # .241 2f W H ° " �' ❑ ❑ ❑ 1$ WwW.FDSCNG.COM Roofing: 0 z S 2 ���jj,,,/// CD N NO f� V� z 1 law 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8 MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING FL30310.1 ROOFING VENTS: V z N 1r) M DADE COUNTY APP. Florida Metal I Products Inc. FLAMCO I "Off -ridge vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, I 1" FROM EDGE AND 4" O.C. TYPICAL M , FL21580.1 R-2 ROOFING UNDERLAYMENT: Q) �, U- Lu .16 ' _.. 1st Choice TAMKO BUILDING PRODUCTS LLC TAMKO No. 30 1#30 ASPHALT -SATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH FL12328 R9 R905.1.1 Overhead Garage Doors: 1st Choice +30.0/.30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "1" BOLTS 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR ALL ONE LITE SERIES 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" 0 C +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR SOLID FIBERGLASS DR ALL ONE V) W c t/? _ M Cl) FL16546.8 w 0 p o 1- � 00 ilia FL15279.84 U o on a) Q N o aD FL20461.11 a..„ DAMS HOMES FL20461.12 FL20461.1 0. ,----- 2nd Choice PLAST PRO LITETHEREAFTER. (TYPICAL ALL 4 SIDES) FL15215.2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 TERSidelights IPLHAT PRO RU FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: PORT ST. LUCI E Alum r inf r MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 n Alum. reinforced V I Job Information: Windows:/ 1st Choice +40 -50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16' TAPCON FL 17676.9 Single Hun (fin) ANCHOR WITH MIN-11-A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF 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 11/2" INCH MINIMUM EMBEDMENT FL 17894.2 35 40 SERIES 35 +50.0/-50.0 MI WINDOWS Hung SingleIN FL17676.2 (fin) WOOD SUBSTRATE. O MI WINDOWS 350C SERIES Single FL17894.4 Hung (finless) frame z w `� p LO � (o d Mullions: 1st Choicel I MI WINDOWS 11926 Vertical Mullion FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 18504.1 M-1926 Horizontal I 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. 11k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK - Soffit: 1st Choice +66.0/ 71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction of length Plygem / Variform Double 5 standard Plygem Double 5 standard vin I Double 5 standard (vinyl) 10" stairiles solid 144 vented -145 Hurricane Panels: y pp ALL AMERICAN 24"' Ga. 1st Choice Dade Count A SHUTTER & GLASS Storm Panels 24 GA. STORM PANELS I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: 11 C+0 M 0) F-�Um N a 0 J W Z) Lo J 00 (n U) LO FL18544 R-6 Model Name / Number: FL16503.4 R5 1512 FL12194.1 FL12194.2 Plan Issue Date: Friday, May 28, 2021 FL16293 R3 KA PROJECT NUMBER: 215376 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING ' TEMPORARII Y SECURE BARRIER DOOR ROUGH OPENING _ R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall / WINDOW UNIT WEATHER TO BE USED. envelope shall include flashing as described In Section R703.4. /' RESISITIVE BARRIER WOOD FRAME CONSTR. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the TAPE °' EXTERIOR SELF ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SLOPE accumulation of water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WALL BY 6 IN. UP JAMB USE LIQUID NAIL BRAND PRODUCTS DETAILS (nssEuai-owttdoowl WEATHER PROOF CAULKING SELF -ADHERED FLASHING for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 OR EQUAL asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not Tess than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed In accordance with the WEATHER SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive barrier manufacturer's Installation Instructions. The No-15 asphalt felt or other approved water-reslstive RESISITIVE CEMT. FIN. barrier material shall be continuous to the top of wails and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS PER FBC-R (CURRENT EDITION) 703.7.3 manner to meet the requirements of the exterior wall envelope as described In Section R703.L UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water resistive barriers Water resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, Shall include awater-resistive vapor -permeable barrier with a performance at least T WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST Detail Instructions provides ot he water -resistive barrier is directed d any Ella thing (installed In accordance with Section R703.4) Intended to drain t. cut, fold up &temporarily secure weather Refer to the number marked as ®in each detail that corresponds to the resistive barrier above header to allow for flashing installation numbered items In the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashing plus head flashing under weather BUILDING greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers 1 1 absorbing layer or designed drainage space. 3, Feld weather resistive barrier back over head flashing and 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 2I V 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or In accordance with the manufacturer's instructions. Metal flashing shall be Scale: NTS SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant- Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING \ P O� WP03 5Remove all releasea scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of /� / FLANGED WINDOW WPM EXTERIOR DOOR WITH DECK - SECTION A V V CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER . paper per standard installation instructions and AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING RUBBERIZED ;e °f " ADHESIVE 3/4"-1 BEAD OF CONSTR. exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows flashings shall be Installed at the following locations: EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit e, •'• UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner e; a REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOt) 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the I 8. Mechanically fasten as necessary 1 LETTER ON CHEMICAL SCORED - exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY o , RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed -. -t . G 0 > . In accordance with one or more of the following: IN � - `� (BEFORE FOLDING, SCORE `.,,•' `4 SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE SELF -ADHERED 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the . -, � •, � i {'} �: v,,,• EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's instructions- Where flashing to ; , ,N BOTTOM OF instructions or details are not provided, pan flashingshall be installed at the sill of exterior window and door openings. i ` r �' ` �' THRESHOLD Pan flashing shall be sealed or sloped in such a maner as to direct water to the surface of the exterior wall finish or to A s a + MECHANICALLY FASTEN A5 the water resistive barrier for subsequent drainage. Openings using pan flashing shall Incorporate flashing or protection y NECESSARY IN CORNERS THROUGH at the head and sides. SECTION -A SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) ti 1.3 In accordance with other approved methods. SELF -ADHERED O 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ FLASHING ' 2 WDMA 300 or FMA/AAMA/WDMA 400. z v / 2. At the intersection of chimneys or other masonry construction with framer or stucco walls, with SELF -ADHERED FLASHING tJ projecting lips on both sides under stucco copings. NAILING FLANGE 1 (D 4 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS 6 4. Continuously above all projecting wood trim. d H o DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 a S •� N < In FLANGE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 's u5 to � 00 SELF -ADHERED FLASHING SELF -ADHERED FLASHING S. At wall and roof intersections. d o � # SELF -ADHERED FLASHING /� /PO /� �/�/P(�� W P06 ROUND WINDOW V V �j' EXTERIOR DOOR WITH DECK Y Y V INSIDE CORNER LU b L HALF RO 7. At built -In gutters. •s � a ' o n um3� �Nrc W a m° o " o � w � "P a Lu cn SELF ADHERED FLASHING � x s w Y � O rhea' 3 0 Y DECK PROTECTOR ` � " -� u m SHEATHING 8�� G. N� Q Q n 7/8" Cement Plaster o " - �- -m ewith accordance .., a° o Cement Plaster 7/ � O c> ASTMC926c _ ASTMC926 ❑ :...�. SELF -ADHERED In ac n Z FLASHING PATCH „, ., Felt backed metal Felt backed metal WNW.FnseNGconl ❑ ❑ lathe in accordance lathe in accordance C9 rw SELF ADHERED FLASHING : r with ASTMC1063 with ASTMC1063 z o DECK PROTECTOR CN po Z O 10 Building Paper Building Paper /v//���� z N 7/16" O.S.B. 7/16" O C.S.B. B a sheathing� LO Sheathing ►� I ' I DOUBLE ' /' '/ /co N i SINGLE �` JOIST / MetalLL Keep top edge tJ1 (� SELF -ADHERED FLASHING Flashing Of weep Screed r JOIST Ex , g 2" SELF -ADHERED FLASHING 1 / below top of o 2 - 31/2" block _ - Unperforated ( LU " n` 3"MIN = ` Flange 7/8" Vulcum en c 4 " • cauk bottom � = c co 2 a Weep Screed J ro 5 joint only Cf U_ CN E 1 "r Maintain w L6 0 Metal Flashing r o ' 8APPLY FLASHING TO MASONRYOPENING HEAD JAMB SILL IN9 Weep Screed Bottom of 3-1/2" Unperforated = o W PO SELF ADHERED FLASHING \ /r (P o A LIQUID FLASH N ( ) \ /\ / PO Flange 7/8 Weep Screed U 00 o C, o SELF -ADHERED FLASHING ,/,/ ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE �/ �/ 1 1/2" to 2" Q N o \H0.8362x;DECK JOIST OUTSIDE CORNER INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1 /2" Cementitious ', Sheathing Decorative Finish ®AMS HOMES ,o•• ••o. All inside and .,'� •,. outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 •'P••, , need to be miter 3000 GULFBREEZE PARKWAY EXTERIOR WINDOW UNIT cut and caulked all GULFBREEZE, FLORIDA 32563 CEMT. FIN, Cement Plaster ••' butt joints need to in accordance ••••°••• �4�'�becaulked using DIVISION LOCATION: BUILDING PAPER SLOPE SLOPE with ASTMC926 •' Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd PORT ST. LUCIE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor VJob Information: (0.6 cm : 30.5 cm) ..�..... h' f '� ! t s SELF -ADHERED FLASHING WIRE LATH w SELF -ADHERED FLASHING �-- EXTERIOR ,.e v CEMT. FIN. BUILDING PAPERt;' = WIRE LATH 1 /2" Cement SELF -ADHERED FLASHING Plaster Finish o � o +, LO Block W WIRE LATH 2 1/2" Perforated ''`� Flange 1 /2" Weep / 00 a BUILDING PAPER BUILDING PAPER ,.o• Screed .. > a) Cement Plaster ■� IJ m N over block 41 (� J W i�nn Ia EXTERIOR 1st floor �' .. �f P J m a WINDOW UNIT CEMT. FIN. Model Name / Number: Install bottom Slab edge of weep screed 1" below 1512 finish floor Plan issue Date: OPTIONAL DETAIL Friday, May 28, 2021 2 2 KA PROJECT NUMBER: 3 3 O Note: The building paper and metal lath 21-5376 - - FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING must be installed OVI°ar the top Of WEEP SCREED DETAIL sheet: W P of: SELF ADHERED FLAS G W P 10 WP 11 W P 1 2 p SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL the wee screed. WATER PROOF DETAILS 5" bath duct to roof or wall w/ standard 70 cfm bath fan cap 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 5" bath duct to roof cap w/ standard cfm bath fan 70 —light 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan 4" dryer duct to roof cap w/dryer vent box MS Rating 0 t d 11% OV W C/) Z W 0 O = W W Q = � N aNtr)ZLn li.l • • .. > Z 0 z p W H 3: Q � a O D Q of Must have a minimum clearance of 4 inches around the Riir handler per the State Energy code. All duct has an r=6 insulation value.