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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE 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 01787, 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, SELFADHERED 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 PENETRATI(A OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N,O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 112" 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 A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED, 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1,7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/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. LOADS AND GOVERNING CODES. PRE-ENGINEERED W MANUFACTURER IN ACCORDANCE 7 WOOD TRUSSES SHALL BE DESIGNED BY THE MAN WITH SPECIFIED L 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 77H EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL - AAF 20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" * * * TL MAX 1/2" SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL O (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 :9 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA (+) 27.6 (+) 27.6 10 () 29.9 () 37.0 (+} 26.5 (+) 26.5 20 O 28.8 O 34.4 Q s 50 (+) 24.8 (+) 24.8 O (-) 27.1 () 31.1 12�t 0 k' (+) 23.4 (+) 23.4 100 (.) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" () 51.3 (+) 24.3 (+) 23.3 () 27.5 (-} 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 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 T w�� FIELD REPAIR NOTES I 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 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 21A" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. K1, 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 tltleblock of these 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 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 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality 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 Assurance Manager immediately. No backcharges will be considered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. a CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments be made in accordance to the terms of the agreement CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DAMS" HOMES Of Northwest Florida 3`00 CULF:REEZE PARIKKW;\Y GULF:REEZE, FLORIDA :3'>5•a i __T !4 1 1 210?- (41 v .a c N N N W 0 two■ LU 00 N 00 03-$�5 m� # � 8 nm t,tp LL LL -F Uj 0 26 Ld ds���imc m . iAp a a � •n° rn Y t1 C� C I�ijf = Il Y N 0 Y = WL n .; N In Erna+ CD O Uj LU LL o� c3 j� OU 4s J 0- O a' L� yaw W Q Ci J U N F � 11 El ❑ 215 WWW.FDSE1\G.00M (9 � Z - o z N O C'4 a/ ail 11 Z NLoll' a--� to w w_, a D - w V09 V) c J M U =N E00 i t- aG 0 U o 00 .1 C Q N 0 tO M HOMES,\DAMS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IT I Job Information: ry O z CLn C Ln W O i � m J m Om d (3) E i ■ 1--�Um Q r, N CL - _3wZ) 0mu)(1)Lo 1VI Model Name / Number: 2265 ♦ I Plan Issue Date: Wednesday, June 23, 2021 ♦ KA PROJECT NUMBER: 21-6355 Sheet: 1 Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(PIO TOP BOTTOM NO BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW2 SP2 W/ (6)-10d SP1 W/ (6y10d 16" STUD, (6)1Od PLATE STUD, (4)10d PLATE SPF 402 5W3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 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 BW6 (2) SP2 W/ (6) 10d SP1 W/ (6)-1 Od 16" STUD 6 10d PLATE STUD, 4 10d PLATE SYP 878 NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6)-10d SP1 W/ (6f10d 12" STUD, (6)1Od PLATE STUD, (4)10d PLATE SPF 535 BW9 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6)-10d SP1 W/ (6)-10d 12" STUD, 16) 10d PLATE STUD (4) 10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED TOP OF WALL -L OUBLE 2x TOP PLATE 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 WF09/93 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION - - PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" D.C. W/ 7" 1NFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 1/1 OSB PLYW'D W/ SAME EMEDMENT8d NAILS AT Wo SEE GENERAL NO E #8 BRIG. WALL DETAIL N/FIELD AND EDGE• GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 91 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 P C SP AN HE 1 D 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? STORY PROJECTS ONLY) 6. IF "SW" Is INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. INFIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1. BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d� 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) 01 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 C2 (3) 2 x 4 12 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 OR (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF#2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 F 57 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 SYP POST & (12) 16d NAILS U = 2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR* * G = 24335 CT 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 F7 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 1-101.18-SD52.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDUB SDS2.5 W/ (20) 1/4" X 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 X 7 P.L. HDU8-SD52.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7870 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 LINO ON PLAN, 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA: LENGTH NAIL SPACING 8d 0,131" X 2 112" 0.131' X 2 1/2" 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 3'✓4" NAILS & TOP PLATE 12d 0.148" X 31/4" 0.131' X 3 IA" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3' 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0,162" X 31h" 0,131' X 3'A" (2) 16D(COMMON) SEE PLAN 1 (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BM OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU D.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD SCREWS 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE. COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 11 7/8" LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 4� TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N,O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 _ �2X6 tr<2 SY ) . P SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET OH2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (3) -1 314- X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X 3 1/2' LVL 2.0E F1b=26OO PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) -1 314" X 9 V4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) X-O" 9.0" (2) (3) 1 (2) (2) 10'-0" -1S'-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 MU LT -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. i4 i0 N 1141111111 - - 16"'PRECAST ABOVE - - - - H1 �wz W CN U LANAI 8'-0" CLG © o0 23'-4" 19'-8" 1 2'-8" .'-4" 11'-4" 12'-0" 7'-8" T 25 SH - - - -16" RECAST ABOVE o - - (9' EGRESS A B `-1 BW1 N 2'-101, 5' 5" 11'-5" AT ATTACHMEN` 1668 - 00 FIBERGLASS o TUB /sFowER O (O UNIT CV 2,-4„ 2'-8" m 4'-6" N H1 BATH 3Q BEDR OM 4 3450 SH 8' 0" CLG = 8'-O" CLG o H4 T�- Pam. - c3o I � t)� �Q��� ( /� l o X (2) 3050 SH N �A-�2> -� N ' FIFF 2868 H4 �� 5 BW3 H1 BREAKFAST in 10'-0" CLG i0 2868 FLR ti LINE 36" FLAT BAR ' 00 T P ON 341/2" 13'-10" 18' 9 2' 11" 3'ALL 3, 6„ R/SH I R/SH _--------- 5'-4" W.I.C. I W.I C.00 N O N iUjLL2 I QZLU � ICON I LO FAMILY ROOM r T 1 I N ----- �z' --=-- 10'-0" CLG I 113 KITCHEN R/SH _ R/SH p 10'-O" CLG 00 LL. J (V L I o.-.0 1 „o; o i- ® - I w I 0'S B TH ' „ io x 00 Ou=JT 4'-10" 8'-0CLG 5' 4" 2'-3" 1' cn (0 I N n- N A '� 4/0 OP'G LU ENti2'-4 T DROP 8'-0" CLG 00 `� 2468 7'-2" 11'-7" i'7 CLG 00 co cmp ch 5-SH 0 DBL 25 SH i NER'SIBEE B 8'-0" CLG � N G.T.I i 3X5 r` F. G. 1 O SHWR d' ti B 1 W/ A. . ATTA HMENT O , ' R/A 2868 10" COL ir --------- --- - - - - -- o 0 3'-7" o 266 i 2-2068 W 8' CLG ' rr cs _ 00 , I R/SH N ' GO " N vv li' uy 2'-8"" : 3' 6 R/SH N i 2668 '11,11 2-2068 4'-10" \A// 6' 8" i r B DR OM 3 i0 8'-0" CLG i i rr - , . II I ' II I G.T. � I II lie 2'-2" 2468 = :,, ,.. ,..;,."1. DROP BOX 'T 9'-0" A/C .• � w BATH FOYER 8'-0'CLG C5 I I C2 ' ' 10'-0" CLG o' 07 DINING ROOM rI 3 -8° 3'-9, 5, 6„ O LO 4 10'-0" CLG tp AT 10'-0" i 0 1 i i ' 00 X 1 m 1 3" X 10" DRYE CORNER THRU VENT OOF i _ �' UTI LITY a PROJECTIONS MAX L T 35' I L } v I 8•.0" CLG BEDROOM 2 8'-0" CLG a N LIVING ROOM W F39 - - - - - -- o o' @ ALL LOC'S ct 2 H4 53 SHOWN 3 ; : I o o e TUB SHOWER y INVERTED HIP TO 10' o 0 HANSO i BOX tl, Le_ J 3 CENTER DOOR LIN 1� @ 36" x 717111 FF X N `I I BET EEN WALL ' 12-2668 �I N - / VERIFY WINDOW TYPE I I W.H. - - - - - - - - - - - - - <H4 3068 ELEVATION R/SHEGRESSWITH a ' � N 2868 - -- -- - - - / I (2) - 12" SIDELITES / TRANSOM ARV. DBL 26 SH MET. T'HLD H1 / C BW3 MS03 TRANS. ABV © MS03 (1) SIMPSON HTT4 / WF21 SEE ELEV. S-1 REQUIRED BETWEEN C2 51 / OPENINGS S-3 6' 2" 4' 6" NT 9 1 14'-2" ME R _ CD23 C� CD23 S-2 TYP, @ S 2 ENTRY 12%10" 7•-0" 91-81, � 13'-4" 81-0" CRAFTSMAN ELEVATION NOTE: SEE DET. MS03 ON SHEET S-1. ATTACHED TO CMU W/ (1) JACK STUD AT ALL FRONT ENTRY COLUMN W/ (2) ROWS 12d NAILS STAGGERED MS12 LOCATIONS USE THE FOLLOWING: @ 8" O.C. S-2 ALT. BASE CONNECTION TO HTT4 1 SIMPSON DSP EA. SIDE @ ENTRY ) ONLY PROVIDE 18" SQUARE BRICK BASE WRAPPING POST AS REQUIRED SEE ELEVATION FOR BASE HEIGHT El, ; O ' 8 X 7 OVERHEAD DOOR ALIGN BEAMS WITH POSTS 14'-4" • a" ATTIC ACCESS LOCATE IN FIELD ' L22'x36" MIN -- - - 3 CAR GARAGE 8'-0" CLG S-2 cn = C�J NLu O W a¢ ----------------------------------------------i i � I ' I ' I ' 1 ' I MS12 ' I ' H ' I ' I 16 X 7 OVERHEAD DOOR 16'-0" 18'-8" -81, FLOOR PLAN SCALE: 1/4" = 1'-0" ELEVATIONS "C" & "CR" ,4„ 0 N 09 6) O N N BIBB 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 ® +26.5 / -28.8 O +26.5 / -34.4 +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 GENERAL NOTES 1. R302.5.1 Door from garage into house must be a M minimum 1 3/8" solid wood door, solid or N honeycombcore steel door, or 20 Minute fire rated door. c 7 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 (Al the soffit If solid soffit is installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the N structure supporting the separation shall also _ -e N (D L0 protected by not less than 1/2 Inch (12.7mm) $,c 00 0000 gypsum board or equivalent. a E 4, � � 4�t- LO CO ti 4. R312.2.1 Window sills In dwelling units, where the U €� ` L?'FM & d-N U 5 ° u � top of the sill of an operable window opening is located less O'Ws 8's -0 ®z° W '= h w o than 24 inches above the finished floor and greater than 72 inches above the finished grade or other surface 2 a H to.3 a 5 e( ;a % CUj L Lj below on the exterior of the building, the operable window w g LL � t9 ".2 U) ° L 3 shall comply with one of the following. owing [3 listed methods]. d � �-� � u � r � 0) O Low I p=,N Q W 5. R308.4.2 All windows within 2'-0" of doors and in 2 s h w W �n o m Ix o shower or tub areas will be safety tempered glass. 3 ° 3 d a a�C W2ft UM 2 M� 0° m Q 6. Ceiling for exterior entries and covered porches to 3 d e-0 0 o Q d o o have 7/16". span rated OSB nailed per zone on L m a, W roof diagram nailing schedule or 5/8" COX. o i p6 ❑ ❑ ❑ 1X T&G acceptable for substitution. WM.FDSENG.COM 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) - 0 cmo shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding Z N o surfaces. a Q :3 J d � 8. M1502.4.5 Duct lengthLO The maximum allowable exhaust duct length shall be L z I` determined by one of the methods specified in sections l/1 (g M € M1502.4.5.1 through M1502.4.5.3 Q,) - LL 9. Ceilings for exterior entries and covered porches to be 41 1 w p 7/16" OSB on underside of roof trusses shall be U - A;! attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d VWW/Vy Q w 2 c nails at 6" O.C. field and 4" O.C. at edges or 7d screw r� shank 3" O.C. field and 4" edges. Vinyl ceiling to beti3 c*i N E attaches to OSB per manufacturer specifications w m 00 CIO = (n U `o h o C 10 et 0 Q NObA �m .. DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: ry O z �_� 0 ` I� W L A m 40 CV)a_ E V z .... . ■j ) ¢W I'_ a O 00 LQ Model Name / Number: 2265 A R EA CALCULATIONS V Plan Issue Date: Wednesday, June 23, 2021 1st FLOOR 2277 S.F. KA PROJECT NUMBER: TOTAL LIVING (AC) 2277 S.F. 21-6355 GARAGE 617S.F. Sheet: Of; COVERED ENTRY (BASE) 176 S.F. 2 COVERED PATIO/LANAI 186 S.F. FLOOR PLAN TOTAL AREA UNDER ROOF 3256 S.F. rIGIA ^ C/0 SHWR. LAV. 2" VTR LAV. Lj_ 3,r IC.l2"VTR SINK DV.TUB W J� 2" VTR TO SAN. L.T. I �; SEWER WASH' LAV. ON LA) ' LAV. �4 01 14'-0" 23'-4" 3'-8" 7'-01, 4" 11' 0" 11' 8" 4'-8" 6' 0" 3'-10" 4'-2>0<KXx I y -- - - - ------ - - - - -- ----- + ---------- - - - - -- - -- --- ----------------------- of HOSE+— BtBB I ; FM01 ; FM03 F2.5 = , ; TUB/SHWR l i , , 1 I FM01 ; 1 3.1 ' 3.1 --------------+ Q 3.1 Q 00 ' O '0016' 2" 2'$" 4' 6" 1 q J ` I Q0 ; 4" PATIO SLAB _ ' W/C I 3 F W/8" x 8" THK'N EDGE a I p ,o iv CO (V - - - : 4" STEP DN LAV ���� 1 — Irr 1 v - -- 1 I 00 , A - - - -- ------ -- - - - II olI I � OP ca , LAV io ' 3.1 3.1 I �A I ' ® I 3' 4„ , 1 I � i 1 1 I Q (FIM01 , I I ' ' � I I i ' 1 I ' I I C.J. iSINK I I I ® ' , 2'-11" 8'-7" 21' 1" ' 7'-7" I 5'-5" - - -- ' 1 - + - -i I Ir. Ir ,I 1 ' LLB JJ ■ LAV LAV ' C.J. J. C., o 1 1 Af' �\ m ; ® - 7'-6" 4'-8" in O' I G 1 I 1 I O I 1 � 3 X 5 F.G. I SHWR i \i W C 'n 1 I I I I ♦ _ L� — JJ--`-__-__ - i ' F3.0 - - - - -zs VVALl `P I �r III A/CI II II L -1 iI ' I LAV I II J� PROVIDE CHASE FOR HVAC UNIT — — ' F 10 _— �,.. ,♦ CNN I II`: I `mil\; III I o 3.1 I -- ----- I i W/C 5'-111A44 , _ I - oo � ' t1 14' 0 rl 00 I FM01 cc I--------------- i ' Ji r J , d1 �--------- i -gi I i o TUB/SHWR i C 4 , ' I _ - 3.1 FM01 °° m ¢7 7r1— I �' j CVI �--------- 1 ' - OP �t M 3.1 _— y r 1 1 r , I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ f I 1 1 r--- I T- 04 I > I j , O ; I t I -i •-------- ---- --` ----�'�----------- - W-H.----------- ® 4" STEP DN (N I I ® ® 1----' ------'----------- 4" STEP DN ----I- -- -------------- - - - - - - - - - ' - ' - - ' - ' - ' - ' ' -®_ _ _ _ _ ; FM01 Q 3.1 q 3.1 I 6.0„ 1, 8„ 2.. 7, 0„ 2., 1 LU OJ ; 00 I , i LO ` ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -09 1 i 1 ■ ® ® ® ® C.J. ' co ' I 3,_8" 7,_OI� 2,_O' 1,$„' 1 1 (n _ C.J.' C.J.I ; ® ; I I FM02 ' o ' I zo 1 FM03 FM03 3.1 3.1 --------------'------------------ �rEM C.J. SEE NOTE 6 N3.1 (0 Oil Wcq F3.0to 3.0 (0' ' 7'-0" I I ® 1 1 ' O 1 13'-2" g _4,. 9,_6„ 1 , z I w IW I i 2- w 1 () ' CV , v I � I 1 � FM09 3.1 I 3.1 I 1 HOSE •-------- --------------------+' 1 BIBB 16'-0"lo 4" 'VTR JL14'-4" 6'-0" 10'-8" 10'-01, TUB 31'-0" 28'-8„ W.C. C/0 r y 59,$„ p EOUNDATION P LAN SCALE: 1/4" = 1'-O" GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M. OR FIBERMESH /FI BERM IX ADDED TO THE CONCRETE. IN A(;CORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER-414 FOR FIBERMIX, OVER 5 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12' PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF I/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2, 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR ) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP, lbs' F1.0 1'-O" X CONT, 1'-0" 2 #5 E.W, BOT. 2000 F2.0 2'-0" X 2'-0" 110. 3 05 E. W. BOT. 7200 F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. SOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 C.W. SOT. 16600 � 5 3'-6" X 3'-6" 1'-0.. 4 #5 E.W. BOT. 21500 F4,0 4'-0" X 4'-0' 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" X 4'-6" 1%4" 5 #5 E.W. BOT, 34500 F5.0 5'-0' X 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" X 6'-01 1'-4" 7 #5 E.W. BOT. 61500 LEGEND 0 INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING �,TjL1I$;3,'p .1 "�-i A �f t%o N c ma� o w N ((00 LOA gcW Sv" w W 1- 00 m ;� 4a m I", M 00 I- �3otik Y N Z W .�Vmjy �Nr W CL cd S Lq Y N C M N�� W GL-O ado a�'�Qaoi O O W LLIIL Z N co 12 IL a 6, d ma U 1- « ; lh WWW.FDSENG.COM z o Z N 10 z y I J V / � to z '' CD m (I X LLJ .0 o � U — io w U011 V) U"1 Lr M N p ,�p F- tap q I` 1,I h i� 00 Qi U cnn 0 c00 Q N o q0A �PXDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O F— z LO WIt 0 0) m m d � 3 ffi ¢ v m ti a: o- - 0 J W ZD o o JmU)U) Model Name / Number: 2265 Plan Issue Date: Wednesday, June 23, 2021 TT KA PROJECT NUMBER: 21-6355 Sheet: ^ Of: PLUMBING RISER NTS FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 81. REINF. OPTIONAL CURB FOR VARIES GRADE SEE PLAN MASONRY @ELEV. 0'-0" - F.F. _ * * W/ (1) - #5 BAR CONT. ' 00 v O P,(2)#5REBAR "2 STORY: 20 X 20 REINF. NW/ (3) - #5 CONT. 16" (2) #5 SEE PLANREBAR BEARING FM01 SINGLE STORY FTG 1/2" = 1'-0" 1 FM02 I SECTION @ GARAGE 1/2" = 1'-O" REINF. SEE PLAN — F.F. 8° (1) #5 REBAR CONT. FM03 I THICKENED EDGE 11/2" =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF - RECESS & PITCH DRIVE No 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 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) #5 CONT. FOR MORE INFORMATION) _. 245 REBAR FM11 I STEP DOWN BRIG. 2x BRG. WALL (SEE FLOOR PLAN FOR MORE INFORMATION)- ( �4" 16" L4"� It Iq \— (2) #5 REBAR 2 STORY: 20" X 20" W/ (3) - #5 CONT. 1/2" = 1'-O"I FM10 I INTERIOR BRG WALL 1/2" = 1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" 0:F ELEV. 0'-0" WITH CURB W (1) #5 BAR CONT. (G.C. VERIFY) --- F.F. REINF.(10 • (SEE PLAN) INSTALL LINING LU w w MATERIALS PER FBC-R P2709.2vz MUDDED FLR. N SLOPED TO DRAIN MIN. #5 CONT. = 1'-0" 1/2" = 1'-O" 254 SEE PLAN TYP. SEC. 2 #5 CONT. 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE FM14 I SECTION @ RECESS SHOWER 1 1/2" = 1'-O" I FM18 I TYP. STEP FTG. DETAIL 1 1/2" = 1'-O" ALTERNATE: THE REINF. BARS SHALL BE #5 CONT REINF. CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O FM19 I TYP. CORNER BAR DETAIL 1 1-1/2" = 1 GRADE 0 N REINF. SEE PLAN #5 REBAR A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTIN W/" CONT. '" FM23 TYP. FND PENETRATION 'F' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (O.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >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%O'v W/ (5) #5 BARS CONT. >4' 0" 5' 4" 16" 16" 48" 48" & #5 @ 18" O.C. TRANSV. 1162# 2"$" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. ° SPACING (O.C.) Q A W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA_ VERTICAL REINF. BAR #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0" a <: (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF, 8 FIN GRADE- 8" MIN. g TO TOP OF STRIP FTG. r ' s s s n s- COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF 3"MIN. COVER REINF. PER SCHEDULE (3 SHOWN) d FMASW I STEM WALL SCHEDULE �' m Py- :. 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. 04 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM SEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE „ *16" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" y C_ O.C. VERTICAL. GROUTED SOL Ib WHEN STEM WALL IS GREATER THAN 4'.0" n * TALL ALL O.C. 6. F STEMWALLLIS WITH N 5R0" 'OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403A.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS -SEE NOTE 5 THAN 12 INCHES (305 MM) BE -LOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS �yc°a � N LD Ltd v !,lI Loo 1-1 � 00 cCW I n 00 r d D 0 Pik *k #k Nm � a x�� O �� J J J aprn �' a%' .'N��O� LL 11. LL 0, 1P LU LU 3 o i N a LL N fi IL L7 �LL mw J�� o d ?i rn t .� x c5c C C NC 3yN �' 3 mLLJ ty 43 �3 (n 54>is Q' 0 J a„ y g ca 00 M d Q a o� p U tr [n O m21mv Q O U d'11 U J O c 3 pEl 11 F y NWW.FDSENG.COM ❑ 0 Z o z o z N CV Q d � Z N (,rl m LU � W O � � m .0 ui U-) l,Ii Qi ro ~ J U �N E co Ow v U 0o% k c cods Q N O wo 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: FPORT ST. LUCIE Job Information: d3 C Lo W � i U (� m M m a a; E .. .. .. 00 N a) °- I m 0 (n Model Name / Number: 2265 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6355 Sheet: 3 . 1 � Of: FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,277 x 3 = 6,831 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,381 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 25,381 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 25,381) = 10,152 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,152 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 HOSE BIBB INSTALL FAN BOX PREWIRE1 - INSTALL FAN - INSTALL FAN BOX PREWIRE BOX PREWIRE WP GFI / _ IIII I rl III\II ul III II III 111 \ E� COACH LTS. ` \ FOR ELEV. "C" ONLY \ PLACE COLUMN e `\ COACH LIGHTS ON \ WALL BEHIND WHEN \ CRAFTSMAN ELEV IS USED \ �\ NOTE: \ KEEP COACH LITES OUT ` \ OF BANDING, QUOINS, AND \ ROUND COLUMNS WHEN INSTALL FAN /© BOX PREWIRE Y VERIFY COMP. LOCATION W/ BUILDER WP c GFI ' GFI \ ' ` I @ 42" NOTE: LOCATION OF METER AND PANEL BOX � ` \ ' e r _ __ ATTIC ELECTRIC TO BE BY BUILDER. IF NO GARAGE SEVICE DOOR IS PROVIDED A DISCONNECT SHALL aFl \ IF RkQ'D BY CODE BE ADDED AT METER LOCATION. @ 42" a a w 4F] �"'- _ _ �FI FOR GARAGE ------------------------ DOOR OPENER FOR GARAGE I I _ I DOOR OPENER I I I GFI ! I I I I I I I I I I I I I I I I I @ 42" I I I I POSSIBLE, REFER TO ELEVATION FOR TRIM. COACH LIGHT` COACH LIGHT COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0" x w 0 J ZD In x A a 1;31:1:1 ELECTRICAL NOTES ■ UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CM CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING �} CEILING MOUNTED FIXTURE n 0 D-0n TRACK LIGHTING SCOUNCE ( WALL MOUNTED ) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET w (� GROUND FAULT INTERRUPT 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET DISP 0 DISPOSAL aT.V, CABLE OUTLET DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER 0 RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING THERMOSTAT AdhL BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 410ALUMN, IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND ro* SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE INTERSYSTEM # S TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. V W d ■ N t0 v O N [0 r- nv a W 00 d V brn li LL <L � S c m d� 0 020 >bA _� Z Nr W LU d �JOLLa cc w d w 3 G C N GC'"'! LCC y III G�7 Q) cr O J o @ a e LL d r � ( O U � to 0 .a WWW.FDSENG.COM El 0 11 z z 0 — o 0 z o 10 Z (V N aQ-0 z V) C9 m -0 LLJ -0 CO 0 w Ut?4 n� mm t-- J m �.i.� U c w t Q � AGO ,,. — ao _ �tip 0 cods "" c 1147) Q Nonon 440 _..1MA DAMS, HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O F_ Z LO W 0) Om M M r_ E a ■3■ W r- 0 0- OJW � �° W V/ VJ Model Name / Number: I Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6355 Sheet: 4 Of; 1 ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inchets of venting needed equally for intake and exhaust 1�s TOP OF BLOCK W'DO HEAD HGT 0 JE!N. FLR. TOP OF BLOCK W'DO HEAD HGT bo Y1 (fl FIN. FLR. El�. 25 SH 48" OFT HIML VLNT LITE TEXTU RED CEMENTITIOUS COATING 1�6 LITE TEXTURED CEMENTITIOUS COATING 48' 0-T HWGLVENT 48" OFF RIDGE VENT 3450 SH 1 2650 SH TOP OF BLOC A'PQW.ftEA D HGT 0 0 FIN. FLR. LEFT ELEVATION "CR't SCALE: 3/16" =1'-O" 48" OFF RIDGE VENT I— —� 2868 DBL 3050 SH LITE TEXTURED DECORA7 CEMENTITIOUS COATING BRG @ ENTRY i T.O.M. W'DOW HEAD HGT 0 0 Q FINISH FLOOR - 4'10" COL ON 28" HIGH BASE DBL 25 SH REAR ELEVATION 0 ni DBL 25 SH 72" HIGH COL ON 28" HIGH BASE (2) TOP OF BLOCK W'DOW H D HGT O FIN. FLR. 12 FIBERGLASS SHINGLES g _ ) l it - _ -•. _ _ r - •i ! 1 3068 DOOR WITH (2r 12" SIDELITES & 63" X 16" TRANSOM FIXED GLASS ABV DBL 26 SH 16" TRANSOM 8 X 7 OVERHEAD DOOR Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in J If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 8- rz. . s.f. Total needed for exhaust for upper 1/3 781 net sg inches Total needed for intake (soffit area, lower) 781 net sq inches Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be used in combo with ORV) 43 Lineal;Feet of soffit needed to meet required 142 Lineal S.F. provided by plan "A .i, � � , RIGHT ELEVATION TR" SCALE: 3/16" =1'-0" 4r2--x 22" DECO LOUVER (TYP 2) N VINYL SHAKES 16 X 7 OVERHEAD DOOR FRONT ELEVATION "CR" SCALE: 1/4" =1'-O" BRG. @ GARA+ r �• r r„ p: C11 Q 4'w N �t a0 tD LLO o w as§� m .5 CO LO N 00 00 ti e R`e o c5rn Ci LJL � ti m P. T cV ru7 Z - �Nr c w W 0- E ^ cn c o LL W Y c J5 �� d r _j o'a IL V) w 3 -W', r a a a z L ,)3 da �, Y 0� rn O J 3 m y N D Q n2y5� Q _j U (n $ .y I°- 2 WWW.FDSENG.COM v L2 19 k/ Z O Z O C) '0 N Z Qail V / C —LO Z N 011 0) M Cn ILL 2LjLj �V M —M t W "L� a V) V) 12- O C CO ~ MLU U N E jti; 00 .. 00 L n, t� U Lv 00 Q N A wo A AARAC ➢J^IMIWQ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: Ll 0 z �LO LO LLB 0) 0) -) V '4 M c) (L - � E 10 U a - O .J Lu Tj Model Name / Number: 2265 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6355 Sheet: 5 Of: ELEVATION - CR SEE DET. TB03 FOR WIND < 155/C M 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 < 155/C MPH * * ALTERNATE SPAN RATED 32/16 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 IS NOT REQUIRED AT HIP SECTIONS SPEEDS )H )VIDE '0 COMPLY OMENDATIONS ATING OF DGE DETAIL Uj EQ. o O Z W (J J CT' m O �' � (7 EQ. "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING o 2 X ^ BOTTOM 4 MIN. SEE CHORD DETAIL TB04- Q � NIN X CD O � BOTTOM CHORD GABLE END BRACING @� LOP CHORD 2X4 42 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 '21 "T" QoeciN[. enev BE I ISFD IN PLACF OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 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 C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (4) VALUE DENOTES PRESSURE (SO FEET) I(-) VALUE DENOTES SUCTION [4;12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -49.98 -68.93 -68.93 -68,93 GABLE -49.95 -An or -79.64 -79.64 -79.641 -102.64 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ l 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 INFIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 12 32" EXP. 1 (12o) TILE: '32" EXP. 1 ('20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 aa' x 0.113") NAILS TIC r� m101® m R-15 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN J'32% SHEATHING SHALL BE FASTENED ,�a I,a WITH ASTM F1667 RSRS-031Od (27%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS �a�=r4'ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20TO 45 DEG. > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 42 SYP BLOCKING [4:121-[12:12j @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W1 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 L4" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN :V. A� NAILAT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAILAT TOP PLATE TWO ROWS @ 4" O.C. w/8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl ad COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O (2) 6d NAILS @ 3" O.C. TO EACH TRUSS END OR CO VERTICAL MEMBER IF GABLE END. 15/32" OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MINA 31 - X 21/2". DO NOT OVERDRIVE NAILS; FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Is" (2)- 2x TOP PLATE BEYOND 15/32" 08B EXPOSURE 1 SHEATHING -T ------------------1 ---TT--- 11 II 11 II 11 1 1 11 II It N F 11 SOLID2xBLOCKING 11 II I I @ ALL SHEATHING w w III III II II III II EDGES = LO III III II III I I I I I I C (SEE SECTION X-X) p F III tll C ill II I If I III II II I �N Nz I11 III II D II I NI III OPENING ill II II II I ilt - III Z III I I II II III IU C III III I x I II II I II It a O Q 0- w III I E II --- I III II II II I III III I I IIII ---------- III I I I I I I II I I 2x S TUDS BEYOND. W O ww IIII 11 11 IIII I I II IIII I I I I II SEE PLAN = IIII I I II IIII II 11 II 111 I I I II 1111 II II II II II oN� Z IIII I I II IIII II II II I 0 IIII III IIII Jill -W-1- I I II IIII I I I II IIII I I II IIII 11 11 IIII ------- II II II II I II II II I II II I I u--------L----LL --- �- VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 316" 3/4" . . SINGLE NAIL EDGE SPACING "5" � NA SPA'LCIN 11/2" DOUBLE NAIL EDGE SPACING -2x4 P.T. BASE PLATE BEYOND SEE PLAN JF_ iq >_ir0:3 000 0 r m 0 N W m 0 W w LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 hI2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 8d NAILS @ 3" O.C. VERTICAL BLOCKING SECTION X-X T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2265 ELEV'CR 3CF TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING C1 - C5, E7 - E7V3, E22, G1, R2, R7 L / R - 663 # or less HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" (9) 10d x 1-1/2" A01, 821 L/ M / R -889 # or less HETA16 / H10A/ HETA16 1810#/ 1040#/1810# (18) 10d x 1-1/2" 9 10d X 1-1/2" (9) 10d x 1-1/2" A02 --A04, B9C B13C, D21 L/ M / R 862 # or less HETA16 / H10A / H10A 1810#/ 1040# /1040# (18) 10d x 1-1/2" 18 10d X 1-1/2" (12) 16d B7 L M R 2120 # or less (2)HETA16 / 2 HTS20 / (2)HETA16 2365#/ 2620# /2365# (48) 10d x 1-1/2" (12)16d D9 D19 L/R 795#orless HETA16 110# $ , / 1040# (9) 10d x 1-1/2" 18 lOd X 1-1/2„ (9) 10d x 1-1/2" G7 - G19 L / R 1307 # or less HETA16 / HETA16 1810# /1810# (9) 10d x 1-1/2" (9) 10d x 1-1/2" B15 - B19 L / M / R 892 # or I ess HETA16 / H10A / PER TRUSS MFR 1810# / 1040# (18) 10d x 1 1/2" D7 L / R 1904 # or less (2)HETA16 / (2)HTS20 - 2365#/ 2620# (12) 16d 48 10d x 1-1/2" (18) 10d x 1-1/2" M, MX L / M / R 756 # or less H10A / H10A / H10A 1040# / 1040# / 1040# (18) 10d x 1-1/2" 18 10d x 1-1/2" (18) 10d x 1-1/2" M01, MX1 L / R 387 # or less H10A / H10A 1040# / 1040# 18 10d x 1-1 2" (24)'10d x 1-1/2" MG L / R -1098 # or I ess HTS20 / HETA16 1310# / 1810# (9)10d x 1-1/2" GX CONT. 168 PLF or less NAILS 330 PLF (1) 16d @ 4" O.C. PER GE01 / S-4 PB-P81 CONT. -91#or less PER TRUSS MFR B7C, B13C, D7 SUPPORT COLUMN 2120 # or less DTT2Z 2145# 1/2" WA. 8 1 4' x 1-1/2" SDS SCREWS TRUSS MANUFACTURER: PROBUILD/BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 4/21/21 L = LEFT, R = RIGHT & M = MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE LARK TYPE CONNECTOR & °ASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP O FRAME TO HETA16 w/ (9)l Od x 1 11T OR 1810 HTA16 w/ (10110d x 1 1/2" OR 1585 1870 MASONRY HETA20 w/(9)10dx1 V2" HTA20 wl(10) 10d x 11/2" O FRAME TO FRAME H2.5AW (10)Sd NAILS b36 S6b RT7Aw/(10)8d NAILS 515 585 FRAME TO H10A w/(18)10d x 1 V2' 1015 1040 RT16Aw/(17)10d x 1 12" 895 1020 © FRAME H10A.2w1(18)10dxl1/2"AT2PLY7RUSSES 930 1080 1RT16-2 Wit 6)10dx11/2"AT2PLY TRUSSES 035 1060 OFRAME TO MTS12 wl(14)10dx 1 12" (AT EXTERIOR 850 990 MTW12 w/(14)'.Od x 1 1'2" (AT EXTERIDR 1005 1185 FRAME LOCATION INCLUDE (3) 12d TOENAILS) LOCATION INCLUDE (3) 12d TOENAILS) OFRAME TO MGT W(22)1 Od NAILS AND US" A.T.R. w/ 12" 3330 3965 MUGT15 w/(28)10d NAILS AND 518" A.T.R. W 3330 4495 MASONRY EMBEDMENT w/ SIMPSON "SET" EPDXY '.2' EMBEDMENT w/ 91MPSON'S6T' EPDXY O FRAME To H7620w/(24)10dx112"(ATE)CiERIOR 11Z5 1310 HTW20w1(24)IOdx11/2"(ATEXTFAIOR 1285 1530 FRAME LOCATION INCI_UDF(3)12d TOFNA1,S LOCATION INCI. UDF(3)12d70FNAI1S FRAME TO (2) HT-920 w/(48)10d x 1 1/T (AT EXTERIOR 2250 2620 (2) HTW20 w/(48)10c x 1 12" (AT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE(5)12d TOENAILS LOCATION INCLUDE(6)12d TOENAILS (EA) HGT-2 w/ (16)10d NAILS AND (2) 5/8' A.T.R. HUGT2 w/ (16)10d NAZI SAND (2) 5B" A.T.R. O FRAME TO W 12"EMBEDMENT W/ SIMPSON "SET" 10690 w/ 12" EMBEDMENT w/SIMPSON "SET" 7020 9790 MASONRY EPDXY (HOT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAME TO FGTR w/(18)1/4"x TSDS WOOD SCREWS 3400 4725 RFUS w/ (12) WS3 WOOD SCREW6 AND 7100 MASONRY AND (2) 1/2' x5" TITEN HD ANCHOR BOLTS (4)3/4'x6" WEDGE -BOLT (1) LGT2 w/ (16) 16d SINKERS Ji FRAME TO & (7) 1/4" x 2-1/4" TITEN 2 1750 2030 MASONRY SEENOTE#6 BELOW J2 FRAME TO MASONRY/ (2) LGT2 .1(32) -Ed SINKERS & (14) V4"x2l/4" 11TEN(2 PLY TRUSS) (2) LUG72 .1(32) 16d SINKERS & (10) 1k"x3"WEDGE-BOLT (2 PLY TRUSS) 3800.MF 31 20-F 3240-FI 37770-M 45 FRAME OR W) 16d SINKERS FOR FRAME (EA) OR (32) 16d SINKERS FOR FRAME (EA) d3 FRAME TO MASONRY / (2) LG73 w/(24) 1/4'.T SDS SCREWS & (8) 3/8" x 5" TITEN (2 PLY TRUSS) 0-M 473 M 6570-M (2) LUG73 w/(24) 114" x 21/2' WS25 SCREWS & (4) 3/8" x 5" WB (2 PLY TRUSS) 0480-M 7050-M FRAME OR (52)':Od SINKERS FOR FRAME (EA) 5014E 6960-F OR (66) 18d SINKERS FOR FRAME(EA) 6480-F 7710-F BEAM TO HJ410 OPT HUG410 w, (- 8) t6d & (10) 10d G#2680 HD410 OPT HD4101F w/ (20)16d & (10) 10d G#308( O BEAM NAILS U418D5 NAILS U41950 TO HU410 OPT HU0410 wl (18) TITEN G#4500 H0410 OPT HD4101F wi (20) 1/4" x 3" G#335E OBEAM MASONRY 1W' x2 3/4" & (10)10d NAILS L!"800 WEDGF-801_7 & (10)10d NAILS U0860 BEAM TO HU460PT HU046 w/(6)1od NALS& 0#1510 G003000 HO46 OPT HU46 w/(5)10d NAILS& G01625 G#201f L2 MASONRY / (12)1/4' x 2 3/4" TITEN (TO MAS.) U#980 U#1135 (12)1/4' x 2 3/4' TAPCONS (TO MAS J U# 1030 U#850 FRAME OR (12) 10d & (6) 19d (FOR FRAME) SYP-F I SYP-M OR (12) 166 & (6) 10d IF FRAME) SYP-F SYP-M FRAME TO (2)1 IF I At 6 OPT (2) HFTA20 192 0 1920 (2) r 11 A16 OPT (2) HTA20 1870 MO MASONRY 1-PLY (10) 1Ddx 1 1/2" OR 2365 2365 1-PLY w/(10) x 1 1/2" OR 2430 2-PLY w/ (12)16. 2-PLY., � (1 (12) tfitl HTSM16 W (8)10d NAILS AND (4)1/4N21/W 955 1110 HTWM16 w/ (8)1 Od NAILS AND (4) 1/4"x1 3/4" 1145 1225 TO TA CONS WEDGOB E--OLT OFRAME MASONRY HTSM20 w/ (10)10d NAILS AND (4) 1/4'U2 /4" 9.95 1110 HTWM20 w,' (10)1 Lid NAILS AND (4) 114"xl 3/4" TAPCONS WEDGE-BOLI 1145 1225 oFRAME P TO H103 w/(8)8dx1112-NAILS AND (2)3/8"x4" 780 910 MASONRY TITAN HO FRAME TO DTT2Z w/ (8)1/4" x1 1/2" SDS WOOD DTB-1Z W (8)1/4" x1 1/T WS15 WOOD O MASONRY SCREWS AND(1)1/2" B A.T.R. EPDXIED w/ SIMPSON "SET' SEE NOTE. 114) 1835 2145 SCREWS AND(1)12" S A.T.R. EPDXIED w/ SIMPSON "SFT' (SEE VOTE 41,4) 1510 1835 FRAME TO HTT5 w/ (211)16d x2 12" NAILS AND (1) 5/8" B HTT45 w/ (26)16d x2 'dT NAILS AND (1) "SET" RO MASONRY AT.R. EPDXIED w/SIMPSON "SET' (SFE N07E p4 BELOW) 43/5 5080 W"9 A.T.R. EPDXIED wl SIMPSON (SEE NOTE #4 BE LOW) 5005 FRAME TO HTT4 w/ (18)16d )Q 12" NAILS AND (1) 5/8" B HTT45 WI (1 H)16d x2 112" NAILS AND (1) "SET" ® MASONRY AT.R. EPDXIED w/ SIMPSON "SET' SFF NOTF ff4 BELOW) 3640 4235 518"E A.T.R. EPDXIED w/ SIMPSON (SFF NOTE #4 SFI.OM - 4160 O FRAME TO H10Sw/(24)10dx112'NAI-S 785 910 LUGTI w/(23) 8d A 1/T NAILS 875 1045 FRAME OFRAME TO HM9KT wl (4) 1/4'7d 1/2" SDS WOOD 760 760 RT16M w/ (9)10d x 1 1/2" NAILS & 1395 1395 MASONRY SCREWS & (5) 114"x21/4" TAPCONS (4) 114" x 1 3/4" TAPCDN9 TO VGT wl (11) 1/4'x3" SDS WOOD SCREWS& OFRAME MASONRY (1) 5/8'.3 A.T.R. EPDXIED W SIMPSON "SET" 3655 4940 W 12- MIN. EMBEUMENI FRAME TO (2) VGT w/ (32)1/4NY SDS WOOD SCREWS 0 MASONRY &(2) WS'E A.T.R. EPDXIED w/ SIMPSON 5170 7186 'SET' w/ 12" MIN. EMBEDMENT FRAME TO VGT W (16)1/4'x9" SDS WOOD SCREWS 8 MUGT15 W/ (22) l0d NAILS & HTT45 w/ (18) O FRAME HDU4-SOS2.5 w/(10)1/4"212"SDS WOOD 3285 4665 10dNAILS - 4160 SCREWS & (1) 518" 6 A.T.R. O FRAME TO (2) HTT5 wl (52) 1 Bd"41/2" NAILS & 4375 5090 (2) HT745 .1152) 16d'k21/2" NAILS 50D5 FRAME (4)5/8"6 A.T.H.(SEE NUTS#41 &(1)5/8"S A. T.R.(SEE NOTE#4) 1. CONNECT ALL FLOOR TRLSSES TO INTERIOR BEARING WOOD WALLS / SEAMS w/ (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USPCONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OU I. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP#17*x'70 TRUSS VERTICAL WEB W/ (2) ROWS OF 10c NAILS@ 3'O.C. STAGGERED & 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. AO MINIMAL CONNECTOR UNOONFRAVING PLAN 1. CONNECTION FCR ALL HOOF /FLOOR TRUSSES TO MASONRY WALLS/LINTELS/ ICF WALLS LINO ON PLAN 2, CONNECTION AT 24"OR 32"D.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB121SS.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(CORNER JACK)TO MASONRY WALLSACF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. w/ (2) A7 EACH CORNER. Q.C. TO VERIFYLOCAT ION DOES NOT CONFLICT w/IJI (IF APPLICABLE) LAYOUT 5. 004NECTALL FLOORTRUSSES TO INTERIOR BEARING WOOD WALUBEAMS WI (2) 12d TONAILS BO MINIMAL CONNECTOR UNOON FHAMING PLAN 1. CONNFCTION FOR JACK TRUSS TO WOOD WAIL. OR BFAM CO MINIMAL CONNECTOR UNOON FRAMING PLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16,' OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN, IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST I 1 -METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL -ALUM FASCIA SECTION 2x2 #2 P,T. MIN. FASTENED 2x BLOCKING NAILED TO TOP CHORD OF EVERY PER NOTE 2 BELOW. OTHER TRUSS W/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING W/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24;"' O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148"�(3T/4" AT 16"O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED EE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTAL.LAION DETAILS (**-)ALUMINUM SOFFITS > 1'A" BLOCKING REQUIF�ED. {***) VINYL SOFFITS > 1'-0" SHALL HAVE FOR SOFFITS < 1'A" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAILI 3/4"="-0" c .tE V £ i� ill CN CO to c`vo � fl- 00 0e 3 mm to 00 r- *k 4k 0 bm w LL w P a S'y CI U Lo �(fiinNoc W rl �sw � �b92. 4 6 z ° Lu uj w u: Y.�Lc L7_Wa) oc � � �[ .�5 w s 0 C Mom._ Oi UJ 1��� N O ~ w � O T y : LL Z m ' 3.F- o (� '¢ I¢- O N U Q1 17 m In m 2£ w 4 = U J ((1) £ D 12 a WWW.FDSENG.COM UI L0 13 Z g - o z C ¢� Z a:3 GO V 0 04 � Z N I I Vil UI m ( i to J W � " 0 _ e co w vctic: V) twt i � = m F- m CA LL' t O 0 !: 00 Q) I._.: U U) o C 'f Y d N o a0D CLAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CPC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: kv PORT ST. LUCIE Job Information: rfoo 0 W 4 i V 0) m 6- F_ 11e ¢ a _ 0 _I W m 00 o LL _I M W (1) Model Name / Number: 2265 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6355 Sheet: ^ Of: ROOF PLAN C-CR LINTEL SCHEDULE LINTEL BEAM; go 1 COURSE LINTEL BLOCK W/ 14 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONIC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN, -FILLED CELL: FILL ELK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN, LAP 25" (ACI 530) TOP OF SLAB Ak MS021 TYPICAL SHEAR WALL SECTION TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. /-SIMPSON SP4 W/(6) 10d X 11/2 / SP6 OR SP8 FOR 2x6 AND 2x8 WALLS �-DOUBLE 2xTOP PLATE STANDARD HOOKS SEE M805 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "P' BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX DNI NAI LS SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL - SEE LINTEL SHEET FOR SIZE OF LINTEL) AS NEEDED FOR TRANSOM HEIGHT TRANSOM OPENING •FRAME INFILL ••• •••� AROUND WINDOW BY BUILDER SEE WF01 FOR MORE INFO r (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. USING (6) 3/16" DIA, X 1 3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. THEN APPLYTHE 2ND PLYTO THE 1ST PLY W/10d STAGGERED @ 6" O.C. - F,C. EACH SIDE SEE PLAN - OPENING - N.T.S. MS07 LINTELS AT ENTRY DOOR w/ TRANSOM N.T.S. 2x BASE PLATE SEE PLAN FOR MORE INFO I MS031 ■11 ALi1P'"k, %n'/Z,%% /1TIf`lAI II rTA II` 'v N.T.S. 20" MIN. LAP #5 REINF. BAR #3 OR #4 REINFORCING 1 �8• BAR #3 & #4 LAP SPLICE MIN. LAP #5 STD. 90° HOOK �-#5 REINFORCING BAR #5 1 AP SPII SCALE:1"=1'-0" 36" MIN. LAP -,,-#6 REINFORCING BAR * GRADE 40 U.N.O. #6 LAP SPLICE I MSOS I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 23A" 12" O.C. 1 2 x 6 1/4" X 23A" 12" O.C. 2 2 x 8 1/4" X 23A" 12" O.C. 2 NOTE: TAPCONS TO BE 4" ROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST :LINTEL w � ' e i (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2X NAILER TO , MASONRY , IF DOUBLE 2X NAILER IS USED. USE 1/4 "X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 1 2x BUCK DETAIL N.T.S. SIMPSON SPTS TOP AND BOT. W/ 12 10d NATLS /� n @ EACH STUD 2 x 4 SPF AT 16" USP LSTA30 W/ 22/10d NAILS II TOP OF OIL TRANSOM 2X8 P.T. W/ 1/4"X3" TAPCONS (CO 6" O.C. IN MASONRY OR 10d NAILS cep 6" O.C. IN WOOD. SEE PLAN FOR HEADER � I � REFERENCE DETAIL I I I WF02 IF RADIUS I I I / OPENING REQUIRED 1 II III TRANSOM OPENING III ARCHED OR FLAT I I I \16" SPF AT I `2-2x4 SPF I I I y C. SILL PLATE-U I II u I I� ,III 2-2x4 SPF TOP PLATE SIMPSON LSTA30 W/11-10d TO PLATE & 11-10d TO COLUMN SIMPSON A34 W/ (8)-8d X 1 NAILS @ TOP & BOTTOM OF HEADER 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED w/10d @ 8" O.C. SIMPSON MSTAM36 MAY BE USED W/ (8) 1/4"X2 114" TTTENS & 10-10d NAILS. P.T. SILL PLATE W/ /2"xB" ANCHOR BOLT @ 32" D.C. (d BASE PLATE DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM SIMPSON A34 W/ (8) 8d X 1 1/2 NALLS OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE SIMPSON SPI W/ NOTED. 8)-10d NAILS @ BOT AND USP SPT24 W/ 12-10d NAILS @SILL I I DOOR OPENING WFOS LINTELS AT ENTRY DOOR w/TRANSOM N.T.S. C 0 LINTEL NO. LENGTH -FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD if PLF COMPOSITE BEAM 17'-4" 950 PLF 138 PLF 404 PLF 93 PLF 16 -1B/1T 8F8F MINIMUM 4'-619 6113 PLF 1471 PLF 2724 PLF 832 PLF 8F16 -1B/1T 7'-611 2661 PLF 737 PLF 1634 PLF 286 PLF 8F16 -1B/1T ® 7'-611 2661PLF 1719 PLF 1634 PLF 963 PLF 8F16 -1B/1T 4'-610 6113 PLF 200 PLF 2724 PLF 105 PLF 8F16 -1B/1T 12'-0" 1254 PLF 184 PLF 723 PLF 121 PLF 8F16 -1B/1T 127-811 1075 PLF 164 PLF 606 PLF 120 PLF 81`16 -1B/1T /all, 9'-411 1843 PLF 307 PLF 1133 PLF 173 PLF 8F16 -1B/1T 16" MINIMUM NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) 0 0 T 0 •5 REBAR A- TOP IN, !U REQ'D 1-1/2' CLEAR • r G.M.U. • • •�. ■ GROUT ut o , O O •5 REBAR AT BOTTOM OF Li1v7E CAVIT! - SOT" RE'NfORCING l-5/0"ACTUA- PROVO-='1, LINTEL (VARIES) NOMINAL WIDT4 S' T't-FE DESIGNATION P = PILLED J11T4 aROU* + U = UNPILI WANTITT OP +5 REBAR Al I BOTTOM OF LINTEL OAVITY 817-16-115/IT NOM NAL WIDTH J jI I QUANTITY OP •5 NOMINAL HEIGHT RE'eAR AT TOP MATERIALS I. f'c precast lintels = 3500 psi. 2. Pc prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psl. 5. Reber provided in precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510, 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured With 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed L/360 vertical deflection, except lintels 17' 4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Lintel mindepths are called out on lintel plan. If contractor installs a deeper lintel than indicated on the plan, doing this increases the strength of the lintel and Is approved without engineering letter, if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Sate loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 racer may be substituted for two #5 rebars In 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support- 8- For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. PRECAST "U" LINTELw/3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n n n ANCHORS (TYP-) REBAR ON BOTH SIDES OF 01 OPENING U,N.O. ol PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W1(1) #5 BAR FOR ALL WINDOW OPENINGS 6'•6" AND LARGE --1 STD.90 DEGREE ANGLE 3000 P.S. CONC. W/1 45 D REBAR 8"x8"x16" CMU U.N.O. SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR LOCATION GROUT SHALL BE FLUSH WITH TOP OF WALL 101. �STD.90 HOOK HOOK . of w p N wCr V) 0 TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK RLL W/3000 P.5.1. CONC, W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN, LAP (ACI 530) f. 04 N N 0) C 70 C� N �qc_p°� OCI LO w °■ W F c O r- 00 LO W r N d U m E .c_ m'a r� p (N -J li, N 6 61 J J J W W W 0co 02 o�a�w 6 = LI: J'8\ W G a- LLLI � k� O` �� u > w m --C- WmWmm 3 p Y O �LN6 S.rN �7 W0�,_O 2 m IL � m J d Q Q o� ac 3 01T U 0 Q a EnO 01 J U N'� d ■ ?° B Ill ■��6 WWw.FDSENG,COM ❑ n❑ '2 13Z c%c - O O J a rl _ LO Z r U) J AVEnv�y m W LU LL w M C w 0 UU' it- LI) C ai th M f- � co FFt w t f- v � 4-1 v o � c Q N o W 4'In 4OF/A�DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job information: rf 00 0 F- z zL0 C L0 W 0` U M 0 CIL 9 I✓ V 00 0 _I LLI M J (1)'^ Z) �J J m 00 o LL Model Name / Number: 2265 VI Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6355 Sheet: smot Of: I MS01 I BLOCK WALL REINFORCEMENT I N.T.S. I LINTEL PLAN 2x6 #2 SYP P.T. 0 W/ (2) %2'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" 00 BOLTS WASHERS SET IN o TYP. FILLED CELL FILLED CELL W/ #5 MIN. 5 PER JAMB. VERTICAL o SECTIONAL O OVERHEAD DOOR CONT. P.T. #2 0 A WOOD SYP 2" X 6" p TRIM o . 74" P.T. WOOD JAMBco ` 1r DOOR AND CONNECTION PER GARAGE SLAB GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL @ , Fbi t a> N o N MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. �. N 2 2 0 N (0 LO g c I!I 1-1 � W 00 Ln 00 N_ s 601 U O C lD V N C7 O '1 L' ON BLOWN -IN R 30 INSULATION PER FBCpz t v AND ENERGY FORM SUBMITTED WITH T 4 g M 0 30 - w PERMIT APPLICATION PROVIDE BAFFLES w��"$' a ��� illmg�m D: -2J CIO BLOWN -IN R 30 INSULATION PER ' AT EAVES (FOR VENTED ATTICS) Y a IN : FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OR 3 c s S m CL , i7 a o 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION); 3 8 b a C U PROVIDE BAFFLES AT EAVES `� OVER APPROVED UNDERLAYMENT tn w L � SEE PLAN (FOR VENTED ATTICS) \ PER FBCR 905.1.1 OVER APA " WNlW.FDSENG.CO ❑ ❑ ❑ ' FIBERGLASS SHINGLES OR ' TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD ROOF SHEATHING -SEE SCHEDULE - TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR - - OVER APPOVED UNDERLAYMENT SHT'G &FASTENERS. u i - - SEE ROOF PLAN FOR z — o z S PER FBCR 905.1.1 OVER APA - - - C) - TRUSS CONNECTION z N PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- [RSH] ON FRAMING SHT. FOR TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR �� - - - - INFO & LAYOUT DESIGN n _� - - - Q _ Q `�INEW TRUSSES @ 24" O.C. _ - - - i - - - - - - - - - - - - - - - - - —' (q HT & FASTENERS. S G BRG. HT. „ « • 1/2 DRYWALL - - - - - - SEE PLAN FOR c TOP OF BEAM a � � TRUSS ANCHOR (SEE PLAN) FELT PAPER OR •• •' ETAL DRIP EDGE = z N I , TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE d 3/4:, P.T. NAILER 2X SUBFASCIA SEE ROOF PLAN i FOR BEAM SIZE & VI (g Q) ' `• SEE ARCH SOFFIT. i CONNECTION INFO w zs a �r METAL DRIP EDGE 1/2" DRYWALL 1/2" DRYWALL PLANS r CURTAIN NAILER r 8 x 8 x 16 K.O. r - - — m w I uctiea 1 x 4 P.T. @ WINDOWS LINTEL BLOCK ro CONNECT ALL 2x STUD 2X SUB 1 x 8 P.T. @ S.G.D. O.H. W/ (1) #5 DIA. REBAR & M TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. 16d TOENAILS " SEE ELEV. 3000 PSI CONCRETE "U" ' ' ' U — N E W � O § ~ PLANS "_ PRECAST LINTEL SEE SCHEDULE " HB&G COLUMN WRAP OR _ 6 — m 1/2" DRYWALL SEE PLAN FOR HEADER SIZE u 2X4 #2 SYP P.T. FRAMING U (° o � - , I v W/ MIN 7/16" O.S.B. c 00 ,t SHEATHING ATTACHED PER Q N d awn l NAILING SCHEDULE DAMS HOMES 0712GN; 15/32" OSB EXPOSURE 1 ON O.H. EXT. WALL W/ ALL EDGES BLOCKED. SEE FLOOR PLAN FOR w MAXIMUM OF (3) - 2X PLATES MAY BE SEE T613 FOR NAIL ATTACHMENT. SEE ELEV. COLUMN SIZE & BASE W ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" ( CONNECTION INFO. PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. r -() NOTE: 44" MAX. SILL HGT. ON r FILL CELL 1 #5 DIA. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS: REBAR W/ 3000 PSI SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY N CONC. ALL LOCATIONS hLATE w/ 5/8" x 8" Fill QEJ) GULFBREEZE FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION & FLOOR PLANS ' NCHOR BOLT SET IN ' r IMPSON HIGH STRENGTH (G.C. TO VERIFY W/ FLOOR PLAN �, EPDXY 6 MIN. EMBED. DIVISION LOCATION: PORT ST. LUCIE LOCATION OF OPENINGS IN i i EXTERIOR WOOD WALLS, IF NO " � Job Information: OPENINGS ARE INDICATED, FULL 1 • o• ; STUDS ARE REQUIRED). v . 0. 1 NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS, VINYL FRAMED WINDOW } P W/ SCREEN WINDOW STOOL r CEMENTITIOUS DECORATIVE PER SPECS 0 PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ 1x4 P.T. WRAP or FINISH 7/8" THICK PER ASTM C-926-98A SOLID STUCCO BAND )E ELEVATIONLFORLLED MORE INFO SE o PAPER BACKED FOIL R-4.1 a INSULATION AT CMU BLOCK WALL 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE TB13 1/2" DRYWALL / PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT J EXTERIOR FINISH - ON SHEET 6 (SEE ELEVATIONS) APPLICATION FOR NAILING INFORMATION FOR FTG- DOWEL DIA. REBAR y w 0 ,: i U R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. ZX #2 SYP. BASE PLATE 1 x 2 P.T FURRING 17" IN CONCRETE - 25" E 1 x 4 P.T. > m (y) � �_ N AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. EXTEND (ACI 530) ABOVE BASE NAILER SLAB, ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN SEE FOUNDATION PLAN FOR FTG O = v m d E � � Q N MIN. 6" FROM END - SEE WS07 SIZES AND WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN i SEE FOUNDATION PLAN FOR LOCATION 04 O J W 04 FOR SLAB INFORMATIONTOP TOP OF SLAB � SLAB INFORMATION ' I OF SLAB LL . " i . * Model Name /Number: bo GRADE ' t � .:..L£ i r GRADE k � 2265 N ll.J '3 u an Issue Date CLEAN a o :SEE PLAN FOR " a w t •�'� • �, 1`T COMPACTED t a RE BAR QUANTILU TIES-, " i FILL = 'co Q -F 4 b L j^` }� { r Wednesday, June 23, 2021 31 tt tI � KA PROJECT NUMBER: 16 „ SEE FOUNDATION PLAN SEE PLAN �_ SEE FOUNDATION r , FOR FTG RE REQUIREMENTS Q PLAN 21-6355 WS01 TYPICAL WALL SECTION - 8" CMU 3/4" = V-°" LCD23 COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S. Sheet: S-2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" =1'-0" TYPICAL FRAMING DETAILS - INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 8" D BLOCK TIEBEAM W/(1) 45 REPAR U.N.O. LINTEL e (SEE PLAN) • ' 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W/2-8d o EA. END EDGE VIEW WHEN REQ'D RECES'ED PRE -CAST LINTEL NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 •2x8 W/ (3) 12d TOENAILS EACH END 7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. V M w OD 00 m (2) 2 x 4 LAMINATIONS W/(i) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 8 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (OOUTSDE EACH OUTSDE FACE) COMMON WIRE NAILS (OE FACE) = D = 01NTO 18 -, L 31/2") OR EQUAL (D 0 602",L= 31/2") OR EQUAL A D A 1)CENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN 4. • : ` FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR %.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS : REINFORCEMENT REQUIRED) . �. F.F. ,. OVERHANG ' • ' ' ' ' • FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) I CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) ' FRAME OUT TO BLOCK EDGE ONLY IF NEEDED. SEE PLAN SEE PLAN FOR BEAM SIZE 2 X 4 SPF AT 16" O.C. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON ' SHEET 7 AND 7.1 1 BUILDER FRAME I I RADIUS ' AS REQUIRED WF14 I KNEEWALL @ ENTRY FRONT WALL 1/2" = 1'-0" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 48,M�N 7/16" MIN, NAILED W/ 8d 2x4 STUD COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS �\ BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SEE GE05 FOR � SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD STANDARD D `� i (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PGABLE ER PLAN FRAMING ?� i�` TOP PLATE W 8d 2 1/2 x 0.131 NAILS (SIM. w/ 2x6 NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) h� TOP PLATE TRANSITION z I PIPE OR DUCT w/ OUBLE 12d u] PENETRATION THRU TOP SPLICE + +I I+ +I TOP PLATE w/ MORE o THAN 50% OF TOP ROWS 12d 2X TOP PLATE TOT O 3SIMPSON PLATE WIDTH INSTALL @ 3" O.C.GABLE END W/ 16d PSPN516Z NAILS Ca) 6" O.C.ii w/ (12) 16d NAILS TYP.TOP & BOTT. .LNOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP, TOE NAIILS MAY BE SUBSTITUTED W/ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1/2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL GE15 FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q 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 7/16" O.S.B. EA. SIDE 2X BLK'G. f0 O.S.B. NI 2 - 8d EA. END JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED (3) 16d SP4 AT COMMON 24" O.C. NAILS(TYP) CMU, SEE PLAN FOR WLL HGT. /�///i// �� :' •�• 0, is ��'• N/0102 �• .. • ,-CMU 1 WF39 TRANSOM DETAIL AT ENTRY 1/2" =1'-0"1 OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL 3/4" = 1'-c * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE �WF0 WWALL HEADER DETAIL 1 N.T.S. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON — SHEET 6 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC— AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2X4P.T. LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) �-- FRAME OUT TO BLOCK EDGE I I I I --STUD ANCHORING: I STUD TO TOP PLATE: SIMPSON SP4 I %^2X4 SPF AT 16" O.C. �- STUD TO BOT PLATE: SIMPSON SP4 I 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL ----]WF21 KNEEWALL @ ENTRY FRONT WALL 3/4" = 1'-C WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-16d EA. TO COL, ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. tag t 0 N tl- av a ; III I, a 0� W LO 00 ti a � m� U N 6 M U3 -, * U_ ILLLL `-- w o :;`n00z W LU a v� N W 1N�aa 1� lLL 0) w = = O 13 a` W °G o yoW ' M tZ .c -c to Z Y O � � W N d Q LJ.I O ��N� 36 � W��. g (� °° �[ coV� t( d O � C 3 N'o"iL a, U r I"U o" -' to p `N9 m B z U t� F $ ;'� WWW.FDSENG.COM ❑ 47 z - 0 0 0 z o 10 z N 04 Q a+ 0- * LO z ml1i AM 0 1'I Y J W 0 • co CO W UOCL V)) _ m ± ~ J i% I Iy U2_1cv E .,..�....-...�...�....... H 00EM t+ Q Non�D� tl DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: z c: LO LO W O M m a ,O, M 3 m a� 'a - 0_!WD 04 � LL J m (1� t1� Model Name / Number: 2265 vlPlan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6355 Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. TYPICAL WALL DETAILS MAX 9" UNSUPPORTED *DIAGONAL SPACED AT 20'-0" O.C. MAX 2X4 #2 SYP BLK'G @ 16" O.C. W/ SAME SPACING AS BOTTOM CHORD LATERAL BRACING (2) 16D NAILS EA. END. SEE [RSH] TO BE LESS THAN �' SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP OR EQUAL TO 450 , (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. , MINIMUM 2"x4" IF > 9" CONT. 2X4 #2 SYP W/ (2) Sd NAILS @ 4" O.C. CROSS BRACING i -'� ' ". 10D X 0.131 @ 8" O.C. EA. SIDE (SEE PLAN FOR , �` '' 'r J WALL AND ROOE LOCATION) - BLOCKING SHEATHING,WALL TB13 FOR SPECIFICATIONS 00 2x4 SYP L BRACE FOR 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. v APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR t _ I rr THEN 48" O.C. AFTER. NApIL&w/ GABLES 6'-0" AND TALLER. AA�C45� ANGLEE.. - • CROSSING ATTACH L BRACE w/ (NOT REQ'D WHEN GABLE IS 12d NAILS @ 4" O.C. FASTEN 1 SIMPSON HGA10 4'-1" OR SHORTER) ( ) ` ' CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROM GABLE TRUSS _ TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE W/ 10d @ 3" O.C. (3) 12d PER JOINT ' w/ 3-12d TO CHORD MINM-BLOK/PLATE IS 1ST 4 BAYS)® TO TOP PLATE W/ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- �/ 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN- 2x4 SYP OR SPF BLOCKING 4 BAYS AT 48" O.C. MIN. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR BETWEEN TRUSSES @ 48" KNOCK OUT COURSE O.C. MAX. FASTEN TO EA. SYP W/ (3) 12d @ EACH TRUSS w/ 3-12d NAILSEND MASONRY WALL TRUSS WEB NAIL TOP OF "T" TO GABLE ' ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 T613 FOR ATTACHMENT SEE �`.� TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N•T's• `. SIMPSON H8 w/ PLAN.OVER �`. 10-10dx1 1/2" NAILS FASTEN (1) SIMPSON HGA10 —FASTEN @ 48" O.C. w/ 81/4"x1 1/2" PROVIDE 2X4 MIN. BLOCKING AT SIDS WOOD SCREWS GABLE NAIL TOP OF "T„ 2x4 BLOCKING w/ 2-12d TOENAILS CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS 2-12d BETWEEN TRUSSES W/ (2) 12D FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ NAILS EACH END TO TRUSS TOP BELOW, SEE PLAN. 10d x 1 1/2" NAILS ;, tN CHORD @ WOOD FRAMED WALL @ DUTCH GABLEZ "3 ;o TYP. TRUSS ALTERNATE TO BLOCKING NA PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. —' WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP m _ _ _ _ _ TRUCTURAL PACE G.T. SHEATHING N ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 a TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSES, 12d NAILS @ 6" O.C. NI&—HIFP MAX 24" SPAN (EITHER T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d t ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR „_ EO LO SHEATHING SEE SYP TRUSS BRACING * SPACED AT 10' 0" MAX � a 04 $ 1-4 00 h W PLAN Wg 00 00 `9 0 0 Q co+� 8 *k ftt�ry 2-. Eli u � � a 2X4 BLOCKING w w a BETWEEN TRUSSES HIP TRUSS N�o� o 2 v LLi a Y `�� SECT, f� o0—c a w cA c'E.t g .�y flu C W �- cn y�0 L'OVQ Q i z �g��� � TB03 HIP RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. •� m O O1 I- N Q {yJ ill U,)�rn-2 M J w`c$=m A%C 2 ME Q a Em wLLy9 �.j N- m m 'a 0 O U U J w (n ,- WWW.FDSENG.COM ❑ ❑ z 0 0 0 —0 TRUSS NOTES: 10 ¢ Z' I 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 ANDLO a .-I (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT _ z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED CONCENTRATION OF ANY m TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS Q) CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. M w 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL 0 LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 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. o w 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIQN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT c ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH F�CCES STANDARD HEEL HEIGHT. , �c� SEE TYP. TRUSS BLOCKING DETAILS J i[i5 U _ N E SHEATHING M U ,.� .%' U _ 00 3 TO 4 TRUSS x4 AS SHOWN il y TRUSS SPACES ALTERNATE • ° DIRECTION C Q N a Q RUS GArMS HOMES VERTICAL SCAB 2X6 42 SPF 48" D.C. SEE (2}-12 NAILS W/ (4) 12d TOP & BOTTOM OR H5 TRUSS SECTION TO EA TRUSS OR HCLR/LL IN PLACE OF (4) 30D i i FLORIDA COT t 0 146 REQUIRED @ RAFTERS GREATER THAN 8'-0" B-B I I i 1/ 1 3000 GULFBREEZE PARKWAY SEE PLAN TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATELATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS VARIES W ROOF DIVISION LOCATION: 2x STUD WALL SEE PLAN SLOPE PORT ST. LU C I E CONV. FRAMED RIDGE \ \ / / ® Job Information: MAY BB E NAILED w/ MIN. 42 VERTICAL SCAB 2X6 \ 2X4 SPF BLOCKING / \ WHEN IT LANDS SPF 48" O.C. W/ (4)12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED C& EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ \ / B \ 2x4 SPF BRACE / � \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY SHEATHI AFTER Id \ \ \ \ ALTERNATE DIRECTION O CB \ 2X4 BLOCKING BETWEEN BEVEL CUTS (OPTIONAL) TRUSSES W/ (2) 12d NAILS @ EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X31/2° USSES 0 ALTERNATING DB WOOD SCREW EACH TRUSS SE E PLAN w co OR H5 @ 48" O.C. BLOCKING / / m N � PRE-ENG. TRUSS E ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ aCONT. ■ ■ ■ ■ SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / JMW/� B 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / ��/� W t0 O co�+ ) �+ TRUSSES W/ (2)-12d NAILS C AT 8'-0TRUSS \ A/ 2X4 SPF BLOCKING EACH END MAX -��• 2x6 RAFTERS @ 2'-D^O.C. BETWEEN TRUSSES X V VI Model Name Number: MAX. W/ (3) 12d COMMON TOENAILS TO RIDGE BEAM 24" O.C. MAX.W/ \ / \ WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / ° ° ,\ (3)12d EA. END (TYP.) ( 2265 (SEE PLANS FOR TYPE) CONC. MASONRY 4 FT @ 2'-0" O.C. MAX W / (3) 1OD SEE PLAN _ COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD VI Plan Issue Date: T & B CHORD BEARING SUPPORT Wednesday, June 23, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE V KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-6355 2x4 S.Y.P. @ 16" O.C. Sheet: 4 Of: T11306 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. ETBJLS]EXTERIOR NON -BEARING WALL DETAIL =N-1-s- ROOF FRAMING AND BRACING DETAILS I. 99 a THERMA-TRU INSTALLATIONN��������������� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. A" r—n SPAC EVEN 6" E 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES 3PAC _VEN W SINGLE DOOR W SIDELITE rl 6" SPACE :VENLY 5" E SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O t') TOP OF SLAB 00 Z 1 -II -11 It,, IlL, II ° ) t r III it I r— 16" MIN. DIAMETER 1 CONCRETE FOOTING PROTECTION BARRIER DETAIL 1 N.T.S. r,u M SPACE EVENLY Is eft_ ° .............................. 8................ SEALANT L NAIL SHINGLES W/ 110R 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. / \ Roof 0/ \ ra�grah✓7�r Lineyalley by centering oo✓ o4ted c's 0 0 � de edainTeed Win rGua 'fir e'�o+o boa ash hi ✓ey f Q e ` aterproS ofing Ingle Z?; 9fde da`!m 2 -' A"`�aP nderlaymentor cukivalentsir to \ Vode SfrCOJt& AtrGoutse 3CdCoutye + o not nail within 6" of Rake Metal ` Drip Embed each shingle Ede 22 Z 9" r valley centerline Ina 2" wide strip of asphalt 5" raging cement. 2a m Cut 2" � I onao atrUpper Save7" over ofytr mmeo pieces to use in 5thtoune (^ , r ' � s 1 le. Extend the shingles over the rake and eaves about 1/2" H drip edge is Out shingles 2' used, or about 3/4" back from if no drip edge is used. valley centerline ------------ SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS) ---- t VERTICAL WALL AT ENTRY TEXTURED, PAINTED EXTER. WALL FINISH 6" X 6" H GALV. FLASHING CONT— PLASTER STOR ROOF — SHINGLES 6" X 6" H GALV. FLASHING CON7.1 ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL FLASHING DETAILS 6" HEIRIZ. NOTE: THIS DETAIL IS REQUIRED \ FLAS ING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET ,f KN EEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW ° AND/OR SGD FRAME MIN.) GLUE STRIP X w/ ADHESIVE SEALANT & SCREW w/ 3/16" ° x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT' N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS ° \ _ 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY ° \ JAMB MIN. 4" FROM END AND MIN. \ 16" C.C. EXT. FINISH 1/8" SHIM SPACE O 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 Cie R90 5.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE Ar EAVES AND GABLES UH SHINGLE ROOT S. OVERLAP TO BE A MINIMUM of 3o (761 EAVE DRIP EDGES SHALL EXTEND %in BELOW SHEATHING AND EMEND BACK ON THE ROOF A MINIMGM OF 21n, DRIP EDGE AT EAVES SHAL. BE PERMITTED TO BE NSTALLED EITHER OVER OR UNDER THE UNDERIAYMENT. IF INSTAL I_FD OVER THE UNDERLAYMENT, THERE SHALL RE A Mit,IMUM 41n WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE HLANGI URW EDGE SHALL II MECHANICALLY IASTENED A MAXIMUM On" 121r ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 IS 11D MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (SQ05S mm), DRIP EDGES SHALL BE MECHANICALLY FASTENFD A MAXIMUM OF4INCHFS ON CENTER__ — Ma)inhunni Fastener Spacing (Jambs, Head and Sill) #14,i Screws it Mounting 6cteria' View of Fxed Windcwl L i Wall Framing: #2 Spruce/Pine/Fir Or Better Silicone #10 x1-1/2" Screw Minimum Penetrabon 1.318, (3taaing Bead Cross Section View Mnimtxn Silicone FALI Sheath g Note. We strongly recommend the use or nasning and/or rrasmng rapes Ono sin pans Os sracw «r nu rr c �.:s .,. ++�••�•- + . variation in codes and bullding types, It Is up to the end user to determine the proper Installation ofthese Items. _ Sr:, - U I ONI Before Installing your window, the bubble wrap may be famed back for Inspection, but please re -stick the wrap to Protect the blocks from scrat s and other damage unv( constiu'cticn is c:G-nplete. Step 1 Measure to be sure the opening is 3/0" to 1/2" larger than the window size bah vertically and horizontally. • You may wish to pre•dnt the installation holes in the An at this time. Me nrhed holes in die e2ataf fin as #W are not ne essari! Step 2 Apply a generous bead of silicone to the backside of the mounting fin. Use enough silicone to suf8dendy All all voids between the fin and the wall sheathi . Step 3 Insert the window Into the opening from the outside. The window is labeled "inside" and "outside", but if these labels have been removed, the glazing bead should always be to the inside of the building. Step 4 Install shims under the sill, adjusting them until the unit is plumb in the opening, Shims should be instated under the sill every 2 feet. The window should be basically centered in the opening with no more than 1/4" gap between the window and wail framing. Step S Install a #10 x 1-1/2" screw 4" from the caner of the fin at each end of the head, sill and bah jambs. Step 6 Install the remaining fasteners In 8" increments from the confer 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, Walt framing should be a minimum of #2 SprucefPi*Fir. Fasteners should be #10 screws of sufficient length to achieve 1-3/8 ation into the wail and no less than 1/2" from edge of framing. Fastener quarvbb s needed in each side of frame to achieve 8" LengthofFramelverriberl 10" 1$" 26" 1 34"I 42" so" s8" 1 66" 1 74" 1 $2" w ga" Number of Fasteners 1 Z 3 4 1 5 1 6 7 $ 1 9 1 to 1 11 12 13 Step 7 Remove excess silicone "Squeeze our from around the fin and Inspect for holes or voids. Use silicone to fill any voids. Step 8 If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, dris must be the NON aPAND.NG TYPE A AM. Step 9 Since these windows are typically used in rooms with high moisture, ie; bathrooms, it Is recommended that the interim gap between the window and wall framing also be seated with silicone and tooted so as not to interfere with the installation of wallboard, We 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 deter nt and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. La -;t O �Wr$ W co 00 00 ti ti In .E a a 2 (,� O b on LL LL LL aWd°' UJ LLI 0- 0 FA a- _ �M'sw - o a 0- w Product Approval Submittal Affidavit Y V C 'F.. _ Ll. e.+ Y cc V ZLam �.-. o Building Address: Contractor: ` H lu y J Y �.,� N li Z N M d a (— Building Permit: W �` �W t7 c" v_) o LL n2 e U Product Design Manufacture Model # Attachment Approval # w 41_ '� Pressures Method H°$ V. ° VAM.FDSrNG.COM mpoft Roofing: DADE FL30310.1 z o 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING z 8 o NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. z tv W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, t- FL21580.1 R-2 z c~N } COUNTY APP. Products Inc. "Off id e vent" 1" FROM EDGE AND 4" O.C. TYPICAL MAX.Q) ILL LIj (9 m J ROOFING UNDERLAYMENT: w TAMKO BUILDING TAM KO No. 30 UNDERLAYMENT SHALL BE APPLIED AND 0 r0 1st Choice FL12328 R9 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH '� R905.1.1 U. V) c m Overhead Garage Doors: h- J m 53W5 FL16546.8 LU o 1st Choice +30.0/ 30.0 CLOPAY 16 x 7 2"x6" P.T. WOOD JAMB WITH H 00 53W5 (5) 1/2" DIA. x 8" "1" BOLTS h " 00 2nd Choice +30.0/-21ZO CLOPAY 8 x 7 FL15279.84 �r U rn C) Swing Doors: a N � 1st Choice +67.0/ 67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 THERMA TRU-CORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 _ ��' HOMESMS +67.0/-67.0 FIBEgGLASS poog FIBER LASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITE SERtES­ THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. GRC1330146 TH ERMA TRU FL20461.2 Sidelights PLAT PRO FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: 1st Choice Alum. reinforced PORT ST. LUCIE MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 n Alum, reinforced Job Information: Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin Single Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTN THROUGHH. TO VIDDE BUCK USE #8 WOOD S8" MIN. EMBED. INTO CREW WOOOFBUCK. SDFFIENT LENGTH TO ACHIEVE 11/2" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 17676.9 +40/-50 MI WINDOWS 3500 SERIES Single Hung (flange) FL 17894.2 FL17676.2 +50.0/-50.0 MI WINDOWS 3540 SERIES Single Hung( in) FL17894.4 MI WINDOWS 3500 SERIES Single W ,n+s lfpn to ccl framo Mullions: 11 M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A M-1926 Horizontal I MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Fixed Glass: +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 1st Choice WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R5 of len th Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -145 FL12194.2 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS FL16293 R3 1st Choice SHUTTER & GLASS 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: nolo 0 z �L0 0 W 0 i U m r(i a 3 N a Model Name / Number: 2265 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6355 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS TF SELF -ADHERED FLASHING /' WEATHER P RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY6IN. \WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR WINDOW UNIT SLOPE 03 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather II`Il/ RIM JOIST resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING resistive barrier 1 1 PAPER 3, Fold weather resistive barrier back over head flashing and seal with tape 2 2 O SELF -ADHERED FLASHING Scale: NTs SELF -ADHERED FLASHING SELF -ADHERED FLASHING WP03 FLANGED WINDOW Wpol EXTERIOR DOOR WITH DECK - SECTION A W P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW M1 REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER SELF ADHERED SELF -ADHERED FLASHING, (6EFOLDING, SCORE FLASHING EXTEVERTNCAL MIINIMU 6" RELEASEADHESIVE ASSHOWN) SE Y FROM BOTTOM OF O THRESHOLD MECHANICALLY FASTEN AS 2 3 SECTION -A NECESSARY IN CORNERS THROUGH (SEE DETAIL WP02) SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING 1HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT- FINISH WINDOW HEAD NAILING FLANGE SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST 0 WP07 ERIOR IT. FIN. .DING PAPER PE n : 12.0 in cm : 30.5 cm) E LATH LDING PAPER .F-ADHERED FLASHING dDOW UNIT 8 WP10 SELF-ADHERI 101 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL 1 2 WP05 1 SELF -ADHERED FLASHING PATCH )HERED FLASHING WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. SELF -ADHERED FLASHING INSIDE CORNER 2 5 4 6 7 -� SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL BUILDING PAPER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. 11703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. PRODUCTS DETAILS for Tye Water resistive barrier. One layer i No.ive barrier asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 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 materiels shall be installed in accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. 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 Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier Is directed between the layers. numbered items In the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater 2. Install flashing and weather resistive barrier to form water shedding laps -absorbing layer or designed drainage space. 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid applied membranes used as flashing shall be applied in accordance with the manufacturer's scoring cuts instructions. AN flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in 6. Fold as shown b arrows Y exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stain; attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built -In gutters. Cement Plaster in accordance with ASTMC926 over wood 2nd floor 'Cement Plaster over block 1st floor O Ivvte: The building paper arid metal lath must be installed over the top of W P 12 the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing �- Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated -' nge 7/8" Weep Screed 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish Block" �ma`s 21 /2" Perforated 'o. Flange 1/2" Weep Screed Slab OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE Install bottom edge of weep screed 1" below finish floor C' C C N ? y C _ a ffi'm O fN r- CO I— roSUJ-E �d. 0'0U t#J co r 00 LO Go r,- °• (G m„a.� a E`s�B m•o - a o 68 o ob S FJ'~! Z W O N C cS O,G'�-.c rn "NOR �- W 7r' - i U11,�` sWa 3 O W W1.2o'� wmL=m =toWrm n i a CIOpppp J Q V� v Q CL F- F- '� WWW.FDSENG.COM El El El O � Z o � Z o CO Z N � aN Q = Q iri L7 �(D LO U) �JJ O J '; ILL (3)N W w a .o � U M 0 w uaa L/'t r✓ �; t C3 c W m o o 00 v Go ar 00t o � c Q N C1 4C 0 Am iQAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: L.L O Z(DLQ W o � 0) V � y ai m a Z . . o J W m o 00 u_ v! Model Name / Number: 2265 Plan Issue Date: Wednesday, June 23, 2021 VT KA PROJECT NUMBER: 21-6355 Sheet: W P Of; WATER PROOF DETAILS 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan DEL 25 SIT U HOSES COwz BIBBCD OH1 W N LL 0`iVNER'5 E3EDR00M 8' 0" CLG 205 14x8 1wcd 15" 'PRECAST ABOVE BW/ W/ A. B, ATTACHMENT 1 8x1 8 rag,_---" „ T16 H9� �18x18 rag 4 Rises G W- 5" n_ a 0" CLG 10x6 1wcd T, 55 GARDEN TU B 5-SH T 10" DIVING �'0 M I AVERTED HIP O 10/- 130n 148 1 wcd DBL 25 LAN Al 8'-O" CLG 4 > !� } �(2) 3050 _5 IT 205 14x8 1 wcd EAMIL_Y ROOM 10'-0" CLG 8" 5" bath duct to roof or wall cap w// standard 70 cfrri bath fan 16" 'PRECAST ABOVE 1('15" DO �/<k 3 4 5 �SH O O TEMP. ?I 2868 ?� 13iREAKE ST 10'-0" CLG 40 FL10x6 1 wcd LINE - BAT 8'-0" CLG 10x6 1 we 50 5" 1 2�6 2-;� W e„ _ 00 Z R/SH CL 1 1 agLc 8 -2068 0x10 rag 6 -g KITCHEN 10'-0' CLG 10x6 1 wcd 85 4/9 00P'G 25 SIT ° I BEDROOfvl 4 80 7" 10x6 1wcd 1 0x1 0 rag Ld 6 �I BEDROOM 3 75 ")X,1 wcd W T. 10x1 i rac Ox10 rag 14" 8'-0" CLG i24 8 fbrag ° i DROP BDX TO 9'-01 n 6 EOYER I DINING ROOM 10'-0" CLG o 10'-0" LG x O X O m CG a J 0L n C] 1Ox6 iwcd o <-14; 65 X BET EN WALLS — L VERIFY 'WINDOW TYPE 3068 WITH ELEVATION (2) - 12" SIDELIT ; TRANSOM ABV. MET. T'HLG TRANS. AE3V DEL 26 SH SEE ELEV. ENTRY 4" dryer duct ROOF TRS ABV to roof cap w/dryer vent box NOWS BEDROOM 6' 5 1 Q 8' J" CLG 3' Sx4 1 wcd U 7L I TY Q --o �� 8'-0" CLG ,/ 50 ° x _ 8x4ic _ 2-2668 I 5" bath duct to roof or wall cap w,/ standard 70 cfm bath fan 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL )) �� � 5 bath duct ATTIC ACCESS LOCATE IN FIELD �/// I 22'x36' MIPJ to roof or wall cap'lit w/ standard 7r. --� AR GARAGE - cfm bath fanht o„ CLG G r ?C F NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Coda—M1602.4 balanced return air. EXCEPTIONS 1-3 \ M512 ............... ' 8 X 7 OVERHEAD DO 3.0 TON W/5KW @240V 1 P 18x13 plen platform by bldr scale :1 /4"=1'0" V1S1 bs- 16 X 7 OVERHEAD DOOR AAAOR PLAN SCALE: I; 4" - C-0" ELEVATIONS "C' 3 "CR" HOSE BIBB 1st FLOOR 2277 S.F. TOTAL LIVING (AC) 2277 S.F_ GARAGE 617 S.F. COVERED ENTRY (BASE) 176 S.F. COVERED PATIO/LANAI 156 S.F. TOTAL AREA UNDER ROOF 3256 S.F. Ratinc v S CZ A LLJ Z W 0 01 O Uj . . C\J s— Cn l.L.il ' ' • • �_ ® UJ Q M O Q D _��{ m� W Must have a minimum clearance of 4 inches around the air h0ndler per the State Energy code. All duct has an r=6 insulation value..