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Home My WebLink AboutBuilding 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 R7033 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C925 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED, R703.7.2 PLASTER, PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS, R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECT ION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIO N WITH FRAME WALL S. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE: EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N,O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 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-Oi4, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10, DO NOT APPLY UNIFORM LOADS TO MASCNRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE: END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2, 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA- SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5, ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E 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. 5 WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 1 /32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (6) 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" It \ i ;iI 1 1' 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 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA Q 5O (+) 27.6 (+j 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 (�,k Q Q YYY W 23.4 (+) 23,4 100 (_) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 () 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS TMMErl►%Lf FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1, ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING, SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. THE PLAN. It Is the Intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN, Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS, DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5, ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any pmisinterpretationslan errors, omissions,or to the Designer Engineer to CONTROL OF CONSTRUCTION SITE: DURING BOND BEAM FOUR. undetected and not reported / prior 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). construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE 1 1 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4} /4"x 2 /" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, . FOR ANY REASON WHATSOEVERKA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISEAssurance information found in these plans should be directed to our Quality MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Manager immediately. No backcharges will be considered for reimbursement the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON 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. �O�O CUEFREEZE P��\RI�1,'�1,�\Y CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DAMS HOMES iiiiiiiiiiiiiiiiiiiiiii�Of Northwest Florida 9 tee_ CO � W p ti ma 001 LL. L.L Eli W LLd6 13 M�o`o ALL YEN d W x tll EtPpo 3 o 0 o .a 0,0^2 p 0 W v� Nrn W (1) cr 0 p , {'s. n T.p .S ILL00S 6n. N (� N d ung o� DU a) ¢ 0 J CA S� 11 El El H � y WtMN.FDSEM1G.COM (9 � z In d O Z N �O z a � J 0 n. � / _ LO Z ti tull- ill M LLJ 0 � WOm w uctia c U =N E 8 ! n -c 00 0 N o N U 0 Cow =a Q Q, FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rJob DIVISION LOCATION: PORT ST. LUCIE Information: ry 0 0 0 p 1O W L (U M e-I In c m 'm i ■ ■ � cn N a) � ®J W m L o " JmU)U) IVI Model Name / Number: ♦ I Plan Issue Date: Wednesday, May 12, 2021 ♦ KA PROJECT NUMBER: MODEL 1820 21-4892 Sheet: I Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plf TOP BOTTOM BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6)-10d SP1 W/ (6}10d SPF 402 STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW3 16„ (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, 4 10d PLATE NO BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFr BW5 SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD, 6 1Od PLATE STUD 4 10d PLATE SYP 439 gW6 (2) SP2 W/ (6) 10d SP1_ W/ (6)-1.0d SYP $78 16 STUD, 6 10d PLATE STUD, 4 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6f10d BW8 12" STUD, (6)1.Od PLATE STUD, (4)10d PLATE SPF 535 ) BW9 12" STUD, (6) 10dPLATE STUD, (4) 10d PLATE SPF 1070 BW1O 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6)-1 Od BW11 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW12 12" STUD, (6) 10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER4. PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/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 B'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ Sw= SHEARWALL REQUIRES MIN MIN, 7" EMBEDMENT PAST STEP DOWN. RE Q ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D W/ SAME EMEDMENT BRG. WALL DETAIL w/Sd NAILS AT INFIELD AND EDGE. SEE GE ERALNO E #8 GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE 0 WF06/S3,10R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO TIONS (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) FIRST FLOOR CONNECTIONS.) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ ad 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 UO 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 SCH E DULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #F2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4" X 1 1/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U = 2 00 S YP POST (12 1 6d NAIL ) & S 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) -16d NAILS U - 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HOU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/W EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU&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. HDU&SDS2.5 W/ (20) 1/4" x C12 Ki�l 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF LCJ 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 1h" 0.131" X 21h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0,148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 2AI, 0.131_" X 3'A" NAILS & TOP PLATE 12d 0.148" X 31/4" 0.131' X 3'✓' 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 3'h" 0,131" X 3'A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 H4 W/ 1/2" FLITCH PLATE THIS SHEET (3) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 31/2' H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 9 114 ATTACH TOGETHER W/ (3) ROWS 1/4" X 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS Ca 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4 -0" - 9'-0" (2) (3) (2) (2) 10'-0" - 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MU LT -PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" c.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 o913 FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) B€=AM 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) O58 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2} 0 POST SIMPSON HTS20 TO OD ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU 0-C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 05B FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) IN 2 AM TOGETHER USING BFAM HT 2 T WOOD SIMPSON HTS20 0 00 POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU 0,0. 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) BM4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1 4' x 3 1 2" SDS WOOD OR2SIMPSON HETA16 TO CMU SCREWS @ 16' O.C. TYP, COL U,N.O. ON ROOF PLAN, EACH SIDE. M5 (2) - 1 3/4" x 11 7/8" LVL 2.OE Fb=2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4' x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS 016' O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE (2) -1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1./4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. OR co N N C9 M 39' 12'-10" 5,-4„ 8,-6„ 4'-10" �./ 25 SH (c 25 SH - - - - PRECAST BOTTO P 4_@ 6'-8" EGRESS EGRESS ` , 13'40" 13'-0" 12' 10" ` \\ O Q ` Lu O 0 r4 ¢ OWNER'S 00 LANAI O LUJ BEDROOM #2 , " `�(AULT D CEILING M Y a VAULT CEILING. co ¢ Q M VAULTED CEILING °P a N a1 ` G.T ----- ' - - - - - ----- -IIE _ (o v - - - - - - - - - - r _ - - - - - - - - - r2' CIF - - - - - - 12'-4" - - - - 1 6 O" - - - - _ _ _ - - - 5'-0" 7'-2" 3'-8" 2'-0" H1 (2) 3050 S Hz 2868 2668° " 2668 2' 2" 00 14.1 8' CLG. to z _ _ _ BWZ o J 1R/1SH N A N v .. (n Ld rr I "I W/ BASE PLATE . LO 0CNI W ; 00 I l o ATTACHMENTS w m TH y' S CJ 0D 0 VERIFY LOCATION W/ BUILDER N BIBB ly N OET BRG. WALL In w BA 2 O I I m DETAIL W N VAULTED CLG W W Lo At 201g ,FRAME DWN I I o a °'�' 2668 TO 8'-8 CLG. I I 5 $ 3 -6 o I I ° m 7' I 0 0 FAMILY ROOM 2668 1 W�i I (n 10' CEILING 2x6 WALL ° z ; 10' CLG. I VTR o Ibo z _ , rt :, - ----------------------------------- --------' `T iff I N BO 1R/1sH BEDROOM #3 0 VAULTED CEILING o 0 3'-8" 3'-4" 2' 8" 4'-0" m 13'- 4" 12 8" v 3 X 4 BATH Q 3' 5" c� � w F.G. VAULTED �LG, LSHWR I X �.. ,. 5068 ; 36" FLAT BAR I I r - , _ • • TOP ON 341/2" pO ; 8' CLG. -------------- ----- +---------- WALL fDA/C ;,) 1 r- - - - - - - - - ` 1R/1ST ANGE/ D/W OOD DBL. i SINK PROVIDE PLATFORM cv FOR HVAC UNIT Alt VERIFY SIZE WITH I M FGR KITCHEN DINING ROOM o VAULTED CLG. VAULTED CEILING I in ; W-3" `i z 3'-8" 6'-7" 7'-4" 12'-10" I � - _ _ W 00 rt REFRIG 2668 z p i NOOK Il o l > VAULTED CLG. I L I z JLl==;LAUN. N i v 2< I[ (=n I I 10' CLG. „� I 0 c N b ua III `r'('N IhL _JI DEN/ g, 2868 DRYER VENT " STEP DIN. `� FOYER oo _ BEDROOM #4 W.H. THRU ROOF HANSON BOX 10' CEILINGVAULTED CEILING MAX LGT 35'-0" @ 36" AFF LO --------------- ADD INVERTED I PULL DN. STAIRS : HIP w/ B ELEV. i 221fz" x 54" -------------) M APPLIANCE PROTECTION IF WF39 = OP NOTE: BUILDER TO PROVIDE m S3 HIL N A REQUIRED BY MUNICIP ITY. 2 CAR GARAGE GRESS TRANS.S.L. TRSPER 8' CEILING LEVAT S03 WF21 20'-0" S-1 6.4„ S-3 ENTRY `° 10' CEILING O O N LINE OF GARAGE DOOR- ------------ ------------ ------ I I � I � I I CD04 S-3 S12 ; S-2 I � I H ' I � I 16 x 7 OVERHEAD DOOR '-0" I. 16'-0" I I � I J I N tD i 10" EGRESS SEE ELEVATION FOR WINDOW SIZE & STYLE 44311 CD3 (j�) II S- .�I ELEV. 131H3 ■ , "B" & "D" I 16" SQUARE COLUMN TOP @ 9'-0" '-0" I. 6'4" CD21 . S-2 9'-4" 13'-4" BIBB Q N O rn S U) LO N .I m 0 FLOOR PLAN SCALE: 1/4" =V-0" ALL ELEVATIONS O ip 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 C" +26.5 / -28.8 +26.5 / -34.4 +24.8 / 27,1 O +24.8 / -31.1 +24.3 / -27.5 +23.3 / -26.0 NOTE: 1E::-1.. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL IT I 7 . 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 minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic Space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit Is installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supportingthe separation shall also Protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening is located `r less than 24 inches above the finished floor and greater ILO than 72 inches above the finished grade or other surface below on the exteriorg, P of the building, the operable window shall comply with one of the following [3 listed methods]. 5. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. r exterior entries and covered porches to - 6. Ceiling for xt g 00 have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 9. Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails t"field n 4" r 7 screw a sa 6 O.C. eda d O.C.00 a edges dsce shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS 14,t FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. - CV (LS M . - 2 a o m 10 (0 d' O � 0000 ti = Q� g.�wgW H a O LO 00 � o�C m g r1k Q N N *k ik J J J LL Ll Ld n- �L` In a .YLL'nW OI L cd m 0 "�T w 5 w �j O m ` L Q Q 7 0 Dm�� li'$s_Q$ W00 ° o 00 m C I- o 2 - y V voi ❑ m h WWW.FDSENG.COM 19 z 0O Z N O dLj; w Z J d _ Ln ZI`' N SAiiiiiiiik Q) U IL f'CD +� - m w g ucila tn C Ln =) I- cum 0 U 00 C, .3 Q� OD Q N O CAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job information: 0 _ z ° W i � /J m m Z 10 N D�IW� 04 M LID O LL _J W Cn (, Model Name / Number: 1820 Plan Issue Date: Wednesday, May 12, 2021 KA PROJECT NUMBER: 21-4892 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES N.O.) CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR (U. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE „ 8" „ LAPPED MIN. 6" AND SEALED. REINF. GRADE0'-0"- SEE PLAN OPTIONAL CURB FOR VARIES - - ,— F'F--- - - — MASONRY @ELEV. ; 2 4" 2500 PSI CONIC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH , , W/ (1) - 45 BAR CONT. /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ `— * * , 1 MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FlBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. -- k -- — # — GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. / x O Z ( / x 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO NBEAM N ( 2 STORY: 20" X 20" ABOVEFTC, /17" • • REINF. W/ (3) - #5 CONT. DOWELS EMBEDMENTPW/ 30 ABOVEHS AB. 16" (2) #5 SEE PLAN • 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR REBAR „ (2) # 5 REBAR 16 RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. BEARING 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE FM01 SINGLE STORY FTG 1/2" = 1'-O" FM02 SECTION @ GARAGE 1/2" = 1'-0" U.N.O.ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. REINF. SEE PLAN F F 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. bo 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE 8 SECTIONS R403.1.4.1 THROUGH R403.1.4.2. (1) #5 REBAR CONT. 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 FM03 THICKENED EDGE 1/2" = 1'-0" = 10" 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 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) REFERENCE FMASW FOR STEM WALL OPTION THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. PROVIDE 13" WIDE .f —FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND GRAVITY F.O.M. EACH END, TYP. GAR. FIN. FLR. MARK SIZE DEPTH REINFORCING CAP. [Ibs] F1.0 1'-0" X CONT, 1'-0" 2 #5 E.W. BOT. 2000 * _ *. F2.0 2'-0' X 2'-0" 1'-0" 3 #5 E,W. BOT. 7200 ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE oN ' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 GUN 1. FP2.5 2'-6" x 2'-6" 11-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W, BOT. 15600 JOINTS 10" O.C. TYP, 16 (2) #5 REBAR —1'-0' FM09 i SECTION @ GAR. DOOR 1/2'1'-0„ F3.5 3'-6"X3'6" 1'-0" 4#5E.W.BOT, 21500 2x BRG. WALL 54,0 4'-0" X 4' 0" 1' -0" 5 #5 E.W. BOT. 28000 2 STORY: 20" X 20" (SEE FLOOR PLAN 4%6" X 4'6" 1'-4- 5 45 E.W. BOT. W/ (3) - #5 CONT. FOR MORE FF4.5 34500 INFORMATION) F5. 55'-0" X 5'-0" 1'-4" 6 45 E.W. BOT. 42500 F(i.0 6'-U" 6'-0" 1'-4"1 1'" 7 #5 E.W. SOT. 61500 I SEE PLAN � . � EEPLAN - *—*— i N ri � 14" _ 16" 4" . 245 REBAR FM11 I STEP DOWN BRG. OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN ELEV. R WITH (1) 45 13ABAR CONT. _,I� 44t ; F.F. INSTALL LINING MATERIALS PER FBC-R P2709.2 FM14 I SECTION @ RECESS SHOWER ALTERNATE: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" t 8, 4" 1/2" =1'•0" I FM12 I STEP DOWN NON BRG. SEE PLAN 4"x 4"x 16" CURB (G.C. VERIFY) REINF. (SEE PLAN) ------------------ a Cw a0 � CO ww MUDDED FLR. 16 SLOPED TO DRAIN MIN. #5 CONT. LEGEND INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING 1/2" = 1'-O" SEE PLAN I a TYP. SEC. 2 #5 CONT. 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE 1/2" =1'-0- I FM18 I TYP. STEP FTG. DETAIL GRADE REINF. #5 CONT REINF. SEE PLAN SEE FIND. FOR QUANTITY #5X25"X25" o c CORNER BAR ONE N E FOR EA. HORIZ. N REBAR, TYP. U.N.O. (2) #5 REBAR 16" ` A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 1-1/2"=1'0" FM23 I TYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10.. 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2%8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF, BARS #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. B � FIN GRADE 8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12" LIFTS wO STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) ��llY sgy y 9 N. COVER d FMASW I STEM WALL SCHEDULE 1/2" = 1'-0" 1/2" = 1' - 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 ERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM SEE NOTE 3, IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #g CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK " FILLING IS TAKING PLACE *16" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" V C, O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) p C, 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS " 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S. R403,1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE Nof 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. U 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 ten• o�� FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS 'c" c0 rr o w L0 g 0 111 two r- cc 00 r- ' U � � mp J t.i u. �'S d w go MOM c�tt7Z W�'maa W W d a Y O • N w > 0 Y mrn J Cwn aTN_C j� z N N M J v N ® o" J d rn p yb"o� W V J 9 WWW.FDSENG.COM 0 z g— o z U N — L0 z rl- cq N {/ co w 4 0 m uo `--p C) N E UL = 0 t— Lv <C N O i p 4'm :,"(A CLAIMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: rfloo o _ a z° L0 LLJ p L m J 10 ,per caN 0) m ri L0 N ®JLuZ) M LO o Li" M U) (1) VI Model Name / Number: 1820 Plan Issue Date: Wednesday, May 12, 2021 TT KA PROJECT NUMBER: 21-4892 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATION$ FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100% OF " B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 1w 2,$„ USE 2 RED HEADS TO ANCHOR WALL ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) IFM24. IL (ALTERNATIVE PROTECTION BARRIER I N.T.S. 11/2" VTR TO SANITARY SEWER NOTE: ALL PL UMBING RISERS ARE `r0 BE VERIFIED w/ PLUMBING CONTRACTOR 'C WPP DISCONNET GFI W a COACH COACH LIGHT LIGHT ' COACH LIGHT NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES ■ UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF ((,ENERAL) 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 DETECTORCOMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING -}- CEILING MOUNTED FIXTURE n U 0 U 0 TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT W ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET CQ— DOOR BELL SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET L-= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER �R RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT Aft BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR ® L.E.D. DISC LIGHT PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER UNDERGROUND SERVICE l POWER COMPANY INTERSYSTEM E BONDING TERMINATION MAIN 'CONNECT 200 AMP 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT A/C DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE /� # B TO HVAC �-'-#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. B' DEPTH l 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. e-I N 0 N N as W 0) a� J N (o Lo m g "d�3 r��,Y;'' ri 00 r - III W I�- 00 m £ w ti' 00 I- �� q m1-1 xJ qN ado 01 I.L LL a04L W a1 cW-A m c� m .Ej illy W o> ;" 00 -j J w6 a M�� m m O WWW.FDSENG.COM ❑ ❑ ❑ z_ o z N 2 Z y N J � a 0 _Y) z " N m LU /� aU cc 0 ua w � tip Lij o _ 00 CDgo IB Q Now 490 EW\E)AMS HOMES I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: O a z O 0 0) W m m co _I L/^u Zr) 'OM VJ (n ♦ Model Name / Number: 1820 Plan Issue Date: Wednesday, May 12, 2021 ♦ KA PROJECT NUMBER: 21-4892 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / $00 / 2 * 144 = net sq inches of venting needed equally for Intake and exhaust BEARING @ ENTRY _TOP OF BLOCK TOP F BLOCK 0 BO -FIN 12 ET SMOOTH DECORATIVE BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 12 61— 48" OFF RIDGE VENT TOP, OF BLOCK 0 bo FIN. FLR. DBL 25 SH W'DOW HEAD HGT FLR. 00 W'DOW HEAD HGT 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH (2) 3050 SH 2868 FRENCH DOOR REAR E L EVAT I O N SCALE: 1/4" =1'-O" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "B" SCALE: 1/4" = V-O" 48" OFF RIDGE VENT 48" OFF RIDGE VENT I�r� ■ 33/2 SH c0'. zo W'DOW H DBL 25 SH TOP OF BLOC 0 bo FIN. FLR. 48" OFF RIDGE VENT I—� Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in/ sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2409 s.f. Total needed for exhaust for upper1/3 578 net sginches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 LF.'of Ridge Vent needed (can be used in with ORV) 32 Lineal Feet of Soffit needed to meet required 1 105 Lineal S.F.provided by plan 1 209 12 \ 16 TOP OF LITE TEXTURED DECORATIVE CEMENTITIOUS COATING SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE FIN. FLR. LEFT ELEVATION "B" SCALE: 1/4" =1'-O" 0 bo (WERHEAD DOOR S.L. AND 16" H TRAN, ABV. CEMENTITIOUS COATING 12AISED BANDS DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "B" SCALE: 1/4" =1'-O" yy 5N E (CC9.Y e i 00 � DC W (0 I- 00 LO 00 I'l- Cc �_� CAS oM4 �4 z w w o- 12:S Q Q ■ �.W t6 '� LL 'Q- a LU z t y m W� 01 J g a`Oi 2N M� a Q Q i E91O O� D: 8 16 0 WWW.FDSENG,COM ❑ ❑ ❑ L2 Z CD Z O o AV N '0 Z (D Q a = Q J � d � _ eO zI`' CM N m Uj — m ( W tarn L I n :D c cm F- � Cl) U — cmv E m t 00 *00 +- oo (S U 0 00 'r mnm� 0' Q NOOA �m HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: L..L� O 0 � o o m u7 W m r-I to S ca iJ L) 0 _1 W N 0 Model Name / Number: 1820 Plan Issue Date: Wednesday, May 1-2, 2021 KA PROJECT NUMBER: 21-4892 Sheet: 5 Of: ELEVATIONS SEE DET. TB03 G.C. TO PR( BLOCKING 1 W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" 0 Z W a_ 2 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 160MPH * * 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 w EQ. 0 o it 0 0 Z LU ., m O C♦• O NT "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING p 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TB04- (VIDE 0 COMPLY OMENDATIONS ATING OF DGE DETAIL _ s Ilk e _ _ C? s O � k 2t 1 -1 --- TT I I I a i I I i i I \ \ >G \ \ \ BOTTOM CHORD GABLE END BRACING @ SOP CHORD 2X4 #2 SYP 4'-0" 0-C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 50% OF THE WES. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN TNTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) (-) VALUE DENOTES SUCTION a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r �a* HIP 37.02 -51.06 -51,06 -51.06 10 GABLE -37.00 -37.00 58.99 1 -58.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: J232' EXP, 1 ('20) TILE: '�32' EXP. 1 (4-0'20) 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 a8' x 0.113") NAILS it C i rY' 0 i21 r3i' �� r� it 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN M32, SHEATHING SHALL BE FASTENED je-a+ ,a I,a 1, ,,a ,, WITH ASTM F1667 RSRS-03 1 Od (21Y2" 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 > 20 TO 45 DEG, RAFTER W1 BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 18'. O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS CLD 4" O.C. WI 8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ ,V O,C, w/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS c@ TOP & BOTT- © (2) 8d NAILS @ W O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. 15/32" OSS EXPOSURE SHEATHIN( PROVIDE BLOC AS REQUIRED SECTION X-X IF FULL HEIGHT S 2x RIBBON OR L,....,,.,,.., BETWEEN FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2", DO NOT OVERDRIVE NAI LS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 'S' (2)- 2x TOP PLATE BEYOND/-15132"OSII EXPOSURE 1 SHEATHING -T - ----------- II I I I I II II II i I I II I I I I I SOLID 2x BLOCKING w F II I I 11 II II I o �tl ALL SHEATHING LU w III III II 11 II 1 III EDGES III III II II II I III II I II I (SEE SECTION X-X ) o F III II III II II I 0 l C li i ii D III 111 OPENING 111 II - LII II I 11 - - ---J III --- --- --- --- Z III II I II II i!4 = o_�� III III C III X II L-- .JL--- I II II L_ _JL_-- E- w EE III 11I x II II I II I E II 111 I II I II II I I I LU C) 2x STUDS BEYOND, LU LU 111 I I I II I I I II I II I II 11 I I SEE PLAN = III I I I II I ll l II II II I o III I I I II I II I II II II I ff 111 I I I II I II I II II I I II it 11 II I 0 N9 � III III I I I 11 I I I I II I I II I 11 11 II I III III _OJ I I I It I I I I If I _Ll..____LL If I II it II I it I 11 it II I VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/8" "S" = NP SPACIN 1 /2" . . . " SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACIN 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS M IN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 1 NAILS @ 3" O.C. STAGGERED VERTICAL BLOCKING SECTION X-X TY CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV B TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING Cl - C5, C1V - C5V,,E7, E7V, L/ R - 327 # or Jess HETA16 / PER TRUSS MFG 1810# (9) SOd x 1-1/2" E7VP, H7, H7V C1P, E3, H3 L/ R 258 # or Less HSOA/ PER TRUSS MFG 1040# (18) 10d x 1-1/2" (9) 10d x 1-1/2" A01 - A06, A09, A10, D02 L / R 817 # or less HETA16 / HETA16 1810# / 1810# 9 10d x 1-1/2" (9) 10d x 1-1/2" 802 L/ R 689 # or less HETA16 / H10A 1810#/ 1040# 18 10d x 1-1/2" 1810# / 1040# / (9) 10d x 1-1/2" All, Al2 L/ M / R 1010 # or less HETA16 / H10A/ HETA16 1810# (18) 10d x 1-1/2" 9 10d x 1-1/2" 1810# / 1810# / (9) 10d x 1-1/2" B03 - B05 L / M / R 641 # or less HETA16 / HETA16 / H10A ` 1040# (9) 10d x 1-1/2" 18 10d x 1-1 2" (9) 10d x 1-1/2" HETA16 / (2)MTS12 / (2)MTS12 / 1810#/ 1980# / (28) 10d x 1-1/2" A07 L/ M / M / R 703 # or Less HETA 16 1980#/ 1810# (28) 10d x 1-1/2" 9 10d x 1-1/2" (10) 10d x 1-1/2" (2)HETA16 / (2)HTS20 /(2)HTS20 1920#/ 2620#/ (48) 10d x 1-1/2" A08 L/ M / M / R 1849 # or less (2)HETA16 2620#/ 1920# (48) 10d x 1-1/2" 10 10d x 1-1/2" TRUSS MANUFACTURER: ^_ RP OBUI{.D DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: ` 4/27/21 L=LEFT, R =`RIGHT & M = MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP O FRAME TO H 1810 NHTA20 1585 1870 FOR TRUSS BRACIN MASONRYHEHETA20 w/(9)10dx1/1!2" w!(10)10d x 1r1/2" © FRAME TO FRAME 112.5AW(10)80 NAILS 535 565 HI,AW/(10)Bd NAILS 515 585 AND ADDITIONAL ROOF INFORMATION O FRAME FRAMEO H10A-2w/(181adx1112"AT2PLY TRU68ES 1930 Lan RTI6-2W(IS)10dx1111TAT2PLY TRUSSES 935 1060 O FRAME 860 990 EXTERIOR LOCATION 1005 1195 SEE SHEET S-4 FFRAMEO LOCATION INCLUDEI(3) 112d TOENAILS) INCLUDE (3) 1( dTTOENAILS) OFRAME TO MGT W/(22)10d NAILS AND 5/8" A.T.R. W 17 3330 3905 MUGT15 w/(28)1 Od NAILS AND 5/8" A.T.R. w/ 3330 4495 MASONRY EMBEDMENT wi SIMPSON"SET'EPDXY 10 EMBEDMENT w/ SIMPSON"SET' EPOxy FRAME TO H7620w/(24)10d x'. 12"(AT EXTERIOR HTW20 w/(24)1 ad x 11/2"(AT EXTERIOR F O FRAMF. LOCATION INCLUDE(3)12d TOENAILS 1125 1310 LOCATION INCLUDE(3)12d TOENAILS 7188 1530 Q FRAME TO (2) HTS20 4(49)1 Od x 1 1/2" (AT EXTERIOR 2250 2620 (2) HTW20 w/(48)10d x 1 1/2" (AT EXTERIOR 2570 3060 FRAME LOCA I ION INCLUDE(6)12d TOENAILS LOCATION INCLUDE (6)12111 DERAILS (FA) HGT-2 WI(16)I0d NAILS AND (2) 5/8' A.T.R. HUG T2 w/(16)tOd NA1L9AND (2)9/8"A.T.R. OFRAME C TO w/ 12 EMBEDMENT W1 SIMPSON "SET' 10690 w/ 12" EMBEDMENT- w/SIMPSON "SET" 7020 9790 MASONRY EPDXY (HI FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAME TO FGTR W/(18)1/4"x3"SIDS WOOD SCREWS 3400 4725 RFUS wI(12) WS3 WOOD SCREWS AND 7100 MASONRY AND (2) 1/2' x5' TITEN HD ANCI-TOR BOLTS (4) 3/4" x6' WEDGE -BOLT (1) LG72 w/ (16) �.6d SINKERS Ji FRAME TO & Q) 1/4"x 2-1/4" TITEN 2 1760 2030 MASONRY SEE NOTE#6 BELOW J2 FRAME TO MASONRY / (2) LGT2 w/ (32) 16d SINKERS & (14) 1/4" x 2 1/4" TITEN (2 PLY TRUSS) 3500•M 4060-M (2) LUG72 W (32) 16d SINKERS & 00) 114" x 3" WEDGE -BOLT (2 PLY TRU9S) 3100-M 3100-M 3240-F 3770-F MOO-F 4620-F FRAME OR (28)' 6d SINKERS FOR FRAMF (FA) OR (32) 16d SINKERS FOR FRAME (EA) J3 FRAME TO MASONRY / (2) LGT3 w! (24) 114- x T SDS SCREWS 8 (8) 3/8" x 5" TITEN (2 PLY TRUSS) 4730-M 6570-M (2) LUG73 wl (241 1W x 2 1/2' WS25 SCREWS & (4) 3/8" x 5" WB (2 PLY TRUSS) 7050-M 5010.E 6960-F 7710-F FRAME OR (52) 18d SINKERS FOR FRAME (EA) OR (58) 18d SINKERS FOR FRAME (EA) BEAM TO HU410 OPT HUC410 W, (18)16d & (10) 1 Od G#2680 HD410 OPT HD4101F w' (20)16d & (101 10dG#3080 O BEAM NAILS U#1895 NA LS 114110-�F U#1950 OBEAM TO HU410 OPT HU C410 wi (18) TITEN G#g5500 HD410 OPT HD410f F w; (20)114" x 3"G#3355 MASONRY 1/4" x2 3W & (10) 1Od NAILS U#1800 WEDGE -BOLT & (10)1Od NAILSU#850 BEAM TO HU46 OPT HU046 .1(6) 1 ad NAILS & G41640 G#3000 IIU46 OPr HU46 w/ (6)10d NAILS & G42015 L'2 MASONRY / (12) V4" x 2 3/4" TITEN (TO MAS.) U#980 U#1135 (12)114" x 2 3/4" TAPCONS (TO MAS.) U#1030 U#850 FRAME OR (12) I8d & (6) 10d (FOR FRAME) SYP-F SYP-M OR (12) 18d & (6) 1Od (FOR FRAME) SYP-F SYP-M TO (2) HETA16 OPT 0 HETA20 1920 1920 (2) HTA16 OPT (2) HTA20 1870 OFRAME MASONRY 1-P1.Yw/(10)1(1 2365 2365 1-PLY wl(10)'0dx1 d OR 2430 )112"OR 2-PLY w/ (12)16d 2-PLY., ' ("�, 2)15d HTSM10 w/(8)10d NAILS AND (4)1/4'*21!4" 955 1110 HTWM18w/(8)10d NALSAND(4) 1/4°x13/4" 1,45 1225 TAPOC(ONS WEDGOER--BOLT OFRAME TO MASONRYHTSM20 wl(10)10d NAILS AND (4)1/4"x2 1/4" 955 1110 HTWM20 w, (10)10d NAILS AND (4) 1/4"x1 3/4" TAPCONS WEDGE -BOLT 1W 1225 OP FRAME TO H10S wl (8) Sd x1 1f2' NAILS AND (2) 3/RN0 780 910 MASONRY TITAN HD DT72Z w/ (8)1/4" x1 1/2" SDS WOOD DTB-TZ w/ (9)1/4" x1 1/2" WS15 WOOD 9 FRAME TO SCREWS AND (1)12' 0 A.T.R. EPDXIED W1 1635 2145 SCREWS AND (1)12"0 A.T.R. EPDXIED W/ 1510 1835 MASONRY SIMPSON"SET"(SEE NOTE#4) SIMPSON 'SET' SEE M07E#4) HTT5 W (26)16d Xd 12" NAILS AND (1) 5/8" 0 HTT45 W (26)16d x2 1/2" NAILS AND FL .. O FRAME TO AT.R. EPDXIED w/ SIMPSON "SET' 4375 5090 518"0 AT,R. EPDXIED w/SIMPSON "SET' - Was MASONRY (SEE NOTE#4 BELOW) (SEE NOTE #4 BELOW) HT74 w/ (18)16d x2 12" NAILS AND 11) 5/8" 0 HTT45 w/ (18)16d x2 -/2' NAILS AND (1) ® FRAME TO AT.R. EPDXIED SIMPSON "SET' 364D 4235 518"0 A.T.R. EPDXIED w/SIMPSON "SET" - 4160 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) O FRAME TO FRAME H10Sw/(24)10dx1 V2'NAILS 735 910 LUGTiw/(23)8dxl 112'NAI'-S 875 1045 - - OFRAME 1-D HM9Ki w/ (4)1!4"x1 "/2" SDS WOOD 760 RT18M w/ (9) 10d x 1 112" NAILS & 1395 1395 MASONRY SCREWS & (5) 114"x2114TAPCONS 760 (4) 1/4" x 1 3l4" TAPCONS�RAME O TO VGT w/ (10)1/4"x3" SDS WOOD SCREWS & O MASONRY (1) 5/8"OA.T.R. EPDXIED w/ SIMPSON "SET" 3555 4940.. W/ 12' MIN. EMBEDMENT TO (2) VGT W (11)1MN3" SDS WOOD SCREWS OFRAME MASONRY & (2) 5'S'0 A.T.R. EPDXIED W/ SIMPSON 517C 7185 "SET" wl 12" MIN. EMBEDMENT FRAME TO VGT w/ (16)1/4'x3' SDS WOOD SCREWS& '!4"x2 MUGT15 w/ NAILS & HTT w! (18) O FRAME FDU4-SD82.5 wl (10) 112" SDS WOOD 3285 456.5 10d RAILS &R. LS 111618"HA.T.R. - 4160 SCREWS&(1)5/8"0A.T.R. 0 O FRAME TO (2) FITTS w/ (92) 16d"x212" NAILS & 4375 5090 (2) HT745 w/ (52) 1 gd'k2 1 Z NAILS &1:#4) - 5005 FRAME M 518"O A.T.R. (SEE NOTE#4) & (H 518"0 A.T.R. (SEE (iPNCRAI (:(1NN=M(1RNMCC 1, CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS I BEAMS w/ (2) 12d TOENAILS. � 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, UN.0 ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR VNGL.FPIY TRUSSES, SCAR ON FUL!_HFIGHT SYP #12"0' TO TRUSS VERTICAL WEB w/ (2) ROWS OF 10d NAILS 3" O.C. 67AGGFRF D. 5. 12" MIN. A.T.R. EMBEDMENT@ CMU BOND BEAM U.N.O. 6- SCAB TRUSS CHORD W 4'-0" 2x SYP 42 (MATCH CHORD LUMBER SIZE) w/ (2) ROWS 10d @ 4" F ROM END & 4' O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAI. CONNFCTOR VNOON FRAMING PLAN 1. CONNECTION FOR ALL ROOF I FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICE WALLS LINO ON PLAN 2. CONNF_CTION AT 24" OR 32" O.C. PENDING VFRTICAI.S FOR AI.L. FLOOR TRUSSES PARN_LFI. TO MASONRY WALLS SEE DETAIL P812/83.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK)TO MASONRY WALLS9CF WALLSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32" OG MAX. w/ (2) AT EACH CORNER. G.C. TO VERFY LOCATION DOES NOT CONFLICT W(rJl (IF APPLICABLE) LAYOUT 5. CONNECT ALL R_OOR TRUSSES TO INTFRIOR BEARING WOOD WAI. I/BEAMS w,(2) 12d TONAII.S <u J MINIMAL CONNECTOR UNOON FRAMING PLAN © MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH,) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. O CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST 10 -e--METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL ALI-ALUM FASCIA SECTION 2x2 42 P.T, MIN. FASTENED 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD OF EVERY OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING W/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN 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/ JLCHANNEL 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")k31/4" AT 1611O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTAL(l,e lON DETAILS 1 (**) ALUMINUM SOFFITS> 1'A" BLOCKING REQUIFaED. (***) VINYL SOFFITS> 1'-0" SHALL HAVE FOR SOFFITS < 1'A" MID BLOCKING NOT REQI!IRED MID BLOCKING PER R704,2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1,-0.. a •C ro IA V-I D0 ti cW o-v m •- F c c IW„ ,d, LO 00 � 2 0_30�� is S 9.1 '� " Ell ri rU� N pbp rn CI.' ii u r�'S dgm:" �=I� Q G) la OQ C) (d�Nr=c �lOmO 0 W a p o 8LL'LL : d M 0 d W `Y 1Hry��S� " rada Z13 �N C, z YY V 2,,p 'SWN5 4,' O � ♦� 7 � LLI LLI 00 LO OJ a s rn c o e 3 z 04 .Nm.. U Q < F E �w@IUL v my a�wo• (g o � ui o Q � U WWW.FD5EN6.COM El ❑ El L -z c+7 - o CD z z N Q ~" � J d z04 N V) VI m J a) ry.t W ZS Ocm w vc�o 4, U N E LU ca L O U ;rY U(� Q a)c (D oD 0 Q N O qOD )tAXDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rJob DIVISION LOCATION: PORT ST. LUCIE Information: 0 zTj Q 0 In WZn 0) r"1 LO M a m � N z F=Um °- Q.JLiZ) M o ♦ Model Name / Number: IR Z1 ♦ Plan Issue Date: Wednesday, May 12, 2021 ♦ KA PROJECT NUMBER: 21-4892 I Sheet: IOf: I I TB13 1 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES 1 N.T.S. I 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) W'x5" Nil. SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT -Inn;,•• W/ WASHER. MIN. 6 PER •,f;c�•-�� \fir'.. TRACK TO JAMB. ` • ' ' ° (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o I, ,I ; "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL �� n VERTICAL MIN. 5 PER JAMB. SECTIONAL II II ; I� O OVERHEAD DOOR CONT. P.T. #2 WOOD / TRIM SYP 2" X 6" ° .; .. ' N 2"x6" P.T. WOOD JAMB n• °"•' .' N04 DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB TYP, GARAGE DOOR TRACK MOUNTING DETAIL T o 0 Q NOTE: DETAIL CD22 / 6-2 MAY BE SUBSITUTED FOR THIS a� DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. y C O W 14 00 00 CQ y cv ci J J J € c a• t/y $ b a, U. u- ti C p 7 y M r Z a isc m��i aj �cN BLOWN -IN R-30 INSULATION PER FBC o 5 " AND ENERGY FORM SUBMITTED WITH M ~ BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) W :� "4d c y W L - co 12 N N FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) '6-9 d �s s o 12 SEE PLAN PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT ._ <� SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA ° w.F�sEIvG.com ❑ ❑ ❑ vJw PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- 0 z o , FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24" O.C. SHTG &FASTENERS. - ON FRAMING SHT. FOR ; HT PER FBCR 905.1.1 OVER APA N "O PRE-ENG. WOOD ROOF SHEATHING SEE SCHEDULE- - ON FRAMING SHT. FOR TRUSS ANCHOR SEE PLAN) ( SEE PLAN FOR �y zz .2 Q TRUSSES @ 2O O.C.[RSH] _ _ • _ BRG. HT, in SHT'G & FASTENERS. • TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALLLo FELT PAPER OR • ' ' ETAL DRIP EDGE U) Z ~ TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE 3/4�� P.T. NAILER 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP � � "' CL7 : — _ _ - _ - — _ • � °� SEE ARCH. CORNERS min (3) 2x4 0R I-+ w Lu -0SOFFIT. 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA 1/2" DRYWALL --*-METAL DRIP DRIP EDGE CURTAIN NAILER 1 x 4 P.T. @ WINDOWS r a x a x 16 K.O. LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED W/ 8d NAILS @ 6" lJ —co 0 W V7 ai via fe�l CONNECT ALL 2x STUD 2X SUSFASCIA 1 x 8 P.T. @ S.G.D. „ O.H. W/ (1) #5 DIA, REBAR & AND LATH WITH FINISH 0 C \ ,�% V1 _ m tC5 TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT'. SEE ARCH. h SEE ELEV. vl 3000 PSI CONCRETE (TYP.) ALL SIDES o, (TYP.) FRAME FOR COR- OO !� oo NERS FOR NON LOAD U =� N E uu PLANS PRECAST U LINTEL N " \�° r \ 0 o0 -� 1/2" DRYWALL _ - SEE PLAN FOR HEADER SIZE SEE SCHEDULE u u nQ aQs BEARING SIDES NAILED - c�Q• Q Q° Q Qr ` < W/ 16d NAILS @ 8" O.C. _ _ \ Qa Qo �Q \\LQ C. 'Q F c co Y N O�J 440 J \\ �� OPTION: 0 H' 15/32" OSB EXPOSURE 1 ON EXT WALL W/ ALL EDGES BLOCKED. 1/2" x 8" J-BOLTS \ \ (TYP.)4 COURSE HIGH A.F.F. (1) CENTERED MS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. CMU BASE FILLED CONIC SIDE w/2" WASHERS � i w/ �-� ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" r' W/ (4) VERTICAL RENF w/ (P) PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. I, NOTE: 44 MAX. SILL HGT. ON n FILL CELL -(i) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI OF COLUMN PLAN Al-A1 3000 GULFBREEZE PARKWAY H CONC. ALL LOCATIONS SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN LA N &FLOOR PLANS DIVISION LocarloN: (G.C. TO VERIFY W/ FLOOR PLAN u PORT ST. LUCI E LOCATION OF OPENINGS IN u SIMPSON LSTA30 E FLOOR PLAN EXTERIOR WOOD WALLS. IF No µ w/11-10d TO BEAM BEAM SPEC. K:FOR ♦ Job Information: OPENINGS ARE INDICATED, FULL & TO FRAME BELOW STUDS ARE REQUIRED). v NOTE. 44" MAX. SILL HGT. ON r r IF ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW —CEMENTITIOUS DECORATIVE WINDOW STOOL PER SPECS ell ellri W/ SCREEN h PRECAST CONC SILL I FINISH 7/8" THICK PER ASTM N C-926-98A PAPER BACKED FOIL R-4.1 H I ° , --2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL u l MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT y EXTERIOR FINISH - q> +- 1/2" DRYWALL ON SHEET 6 APPLICATION r (SEE ELEVATIONS) 4) N ci -0 LO FOR NAILING INFORMATION FOR FTC. DOWEL #5 PIA. REBARN W O 0 R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC WALL SHEATHING. P.T.17" 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. IN CONCRETE - 25" EXTEND (ACI 530) ABOVE , � �.� M m AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 > U) WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" C.C. WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER POST ' ' 1H ' ' ' ' ■ ■ D' WOOD BASE MIN, 6" FROM END - SEE WS07 ° EACH END OF BEAM F—' co , PLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR ° � Ir O � LJJ � M o SEE FOUNDATION FOR SLAB INFORMATION - -- -TOP OF -SLAB TOP OF SLAB SLAB INFORMATION _ TOP OF SLAB _ �- , , NOTE: 2 X 4 P.T. PLATE -- s �. LD LL J oo U) U) * «o 60TTOMSTRAPSMUSTBE INSTALLED ON INSIDE OF ♦ Model Name / Number: 00 GRADE GRADE COLUMN. DO NOT BEND° STRAPS UNDER PLATE. a reQ fir, �' "�4 Q° 1820 I N PLACE STRAPS IN FILL �a - a ° • , ♦ Plan Issue Date: CLEAN w o o 'SEE PLAN FOR iv CELLS w #5 REBAR .; • °. 'r "' •: / °- a I (TYP.)4 COURSE HIGH CMU BASE ' ' " Wednesday, May 12, 2021 COMPACTED . FILL RE -BAR QUANTITIES ,, . , ,�; .' • . • ° •; °�. ; ° °, •• °� , •• °; FILLED w/ CONIC- SEE PLAN FOR .. a °•11.• r • ,.. r• ,. ,. , . , •, ° SIZE. TOP OF COLUMN BASE ♦ KA PROJECT NUMBER: • : • ° 2'-0" AFF SEE FOUNDATION PLAN 16 ' FOR FTG REQUIREMENTS SEE PLAN SEE FOUNDATION PLAN °' ` a. ,,°' ' ,• :.; : ° 214892 . ; NOTE: DETAIL CD21 I S-2 MAY BE SUBSITUT0 FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4- 1'-0.' DETAIL -UNLESS NOTED OTHERWISE CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE TN.T.S. S-2 WS02 TYPICAL WALL SECTION EXTERIOR FRAME s�4"=l'0° TYPICAL FRAMING DETAILS u =Zf r ry m m m W Q (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROw OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L- 3-1/2") OR EQUAL (D = 0.162". L= 3.1/2") OR EQUAL NCTFSi 1.)) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2 LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO, WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN • ` 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. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL 0IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU- /16" O.S.B. A. SIDE X BLK'G. 0 O.S.B. //2-8d A. END EDGE VIEW SP4 AT (3) 16d SEE PLAN COMMON FOR WLL 24" O.C. NAILS(TYP)_T HGT. �N�M��M�I Ali /�/�� HEADER PER • I.0 •� j i I�� /00. 00, OSB W1 .. NAILS @ , O.C.• SIDE & TOP NAILERI II � ..TOENAILS► :�EACH END TYP. I '2x4 SPF CONTINUOUSBLOCKING ! ©ATTACHED TO . • :• NAILS. SEE DETAIL ABOVE SEE ELEVATION FOR ROUND/ SQUARE TRANSOM BOX HEADER—j EACH END WINDOW OR DOOR OPN'G CMU PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH w/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) 2x4 STUDS V/ PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION 2 ROWS 12d @ 3" O.C. DOUBLE 2x4 �TOP PLATE PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4" =1'-0 * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH 15 LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT 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 SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"0/CFOR 2x10 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 WFO9 FLL HEADER DETAIL N.T.S. STRUCTURAL SHEATHING I CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 STUD ANCHORING: � TO TOP PLATE: STUD TUD R-19 INSULATION AT EXTERIOR ON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. ; STUD TO BOT PLATE: SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4" = 1'-0 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 GD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. 7 o_ R I s g o. Il0 W 00 co m:E a W �. .py LO 00 ti 3 Q M c`O � 4k Yk lao cl�E2E2 LO �� a o� ayiW a�o�i; 0- W 3 0 yJq_O LLy+��Q 0 Y C9 �?+� O p •�,W v CO 7J Wto �W %CIO J � 2-3 2, 2N ar m o.a�-3 Vu� Q mv LL a X N 0 %i W U V) 0H:sIga 2'r, WWW.F-DSENG.COM ❑ ❑ ❑ a t9 z0 S CV a_+ a � In z N 4 Cli UI m J + cn " - W C 2 ' �W w N o 41 E- TQ U p (D CL d INonpo AMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E VI Job Information: O a Ott LO W co t-I to � m z se � O _..l W m LO 0 J m U) U) Model Name / Number: 3.820 VI Pian Issue Date: Wednesday, May 12, 2021 KA PROJECT NUMBER: 21-4892 Sheet: S-3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL r+.T.S. I I I WF39 I TRANSOM DETAIL AT ENTRY 1/2" = 1'-0" TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O,C, MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - TO BE LESS THAN OR EQUAL TO 450 - MINIMUM 2"x4" ` CROSS BRACING ~0 (SEE PLAN FOR �� j LOCATION) ' � BLOCKING 'r' I I yi � 1 I I 1 I I � I I I 1 (3) 12d i � � PER JOINT _ CONTINUOUS LATERAL BRACING-- ' NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d @) EACH TRUSS WEB T11301 TYPICAL CROSS BRACING DETAIL N.T.S. T11302 TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP O CHORD tV N P. r-1 y, TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING kA WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP TRUCTURAL PACE N G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 92 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. MAX 24" SPAN (EITHER r\F SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING _ a vq Go ti SEE PLAN va r- 00 �- °3�'4�kJ � Rk NO�1 N== U N LL IL LL �c O 2X4 BLOCKING a+ut8 W � U� � (0aMN0, w a HIP TRUSS a BETWEEN TRUSSES _ v a .-"-Lj H� '�_�� In 3 0.__�sC SECT. AA (99- � GL ^Q Z Y 4 ] _ TN Q �� w a TB03 HIP / RIDGE BLOCKING DETAIL N.T.s- TB04 TRUSS BRACING OVERLAP DETAIL (TYP) ET-s.gC 'L �j�ei U m m �m rn�q r z V J 0 I— $ as WWW.FDSENG.COM — O O 10 CN Z p Q Y TRUSS NOTE : S J 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 d In (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT 0 W I IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY � aX CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT OVERLOADING ANY ONE TRUSS. cn w '* EVENLY OVER A LARGE AREA SO AS TO AVOID 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL CING R ING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. LATERAL BRA .0 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 12) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 0 W ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. = c M ~ J CO SEE TYP. TRUSS BLOCKING DETAILS �N F w SHEATHING 0000 ,�� 00 N 4,-O„ _ 3 TO 4 TRUSS x4 AS SHOWN C Y TRUSS SPACES LTERNATEIRECTION FA Q N O RUS �+1��{,�cc�XDAMS H"V17/G5 VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE q(2)NAILS W/ (4) 12d TOP &BOTTOM OR H5 SECTION TRUSS TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/L- IN PLACE OF (4) 1OD B-6 i REQUIRED @RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OUBLE TOP DOUBLE PLATETOP PLATE LAT SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG. TRUSS SECTION B-B VARIES W/ ROOF 2x STUD WALL SEE PLAN SLOPE PORT ST. LU C I E CONV. FRAMED RIDGE \ / \ / / Job Information: MAY BE NAILED w/ MIN, VERTICAL SCAB 2X6 #2 \ 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF 48" D.C. W/ (4) 12d \ BETWEEN TRUSSES / NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ / B THAN \ 2x4 SPF BRACE / - \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY 3rd RAFTER \ \ ALTERNATE DIRECTION SHEATHIN FL BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) TRUSSES W/ (2) 12d NAI'BAY 0 O @ EACH END, CONT. EAC B TB 2X4 SPF W/ (2) #7X3.1/2" / / TRUSSES O N 0) ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. / / / / SEE PLAN w N N m BLOCKING PRE-ENG. TRUSS / / > (0IllO li CONT. ROOF SHEATHING AT TRUSS TOP AREAS TYP. \ / / / Z , , . . ■ ■ i STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED \ \ / C) _j uj Z) : SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / a m t B (USP MP4) @ \ \ / / COm U) U) LO ILL 2X4 P.T. BLOCKING BETWEEN NAILS Cm DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2)12d NAI 8 -0 2'-0 ON CENTER \ \ / / 2X4 SPF BLOCKING y / v Model Name / Number: AT TRUSS EACH END MAX -*- 2x6 RAFTERS @ 2%0"O.C• \ /\ / BETWEEN TRUSSES MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM y \/ @ 24" O.C. MAX.w/ \ /e \ WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN . 12d EAEND (TYP. / . (3) ) \ (SEE PLANS FOR TYPE) 4 FT @ 2'-0" D.C. MAX W / (3) 10D CONC. MASONRY SEE PLAN COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD V1 Plan Issue Date: T & B CHORD BEARING SUPPORT Wednesday, May 12, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-4892 2x4 S.Y.P. @ 16" O.C. Sheet: 4 Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. T11315 EXTERIOR NON -BEARING WALL DETAIL N.T.s. ROOF FRAMING AND BRACING DETAILS 51 rAi 95 C THERMA-TRU INSTALLATION�� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. PredriIling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. SPAC EVEN 6" B" SINGLE DOOR DOUBLE DOOR W/ SIDELITES 311 SPA EVE N. SINGLE DOOR W SIDELITE SPACE EVE N LY 3„ SINGLE DOOR W/ SIDELITES J J I n G 1 6 3„ 3„ 6„ DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-019 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC, PIPE. O tY) TOP OF SLAB Z 1 -II -III ° it" Ili" II 1 (° Ir - Ir I O z 16�r �° �qt, 16" MIN. DIAMETER I CONCRETE FOOTING PROTECTION -BARRIER DETAIL, N.T.S. Is SPACE EVENLY ................... ------...-------- SEALANT LI NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 3/8" MIN HEADS. 6 PER SHINGLE. �� OycK • �� • Ppa "0001'/ Lnevalleybycentering ooara� 36" wide Fa�ea°P b°�s CertainTeedWin rGuanw, dry SSFd p aterpro°ring S Ingle ear o�7 d�je y eV era nderlaymentw p" nd 4ep quivalent dlr Ito 6 Goahse c Yse COUCbe ` C k. pty� 3td C°060 Rake Zr d 1CO5 o not nail within Meta[ ` drip g2 6" or Embed each shingle Edge 10, Ina2" valley centerline wide strip of asps sit 5" raging cement. 28 r cut z° diagonal qff upper Save 7" orner o, trimmed pieces to use in 5thtourre Extend the shingles ' aver the rake and eaves about 1/2" / if drip edge Is or about 3/4" Cuts ogles 2" back from used, if no drip edge is used. valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY RED, PAINTED BEHIND FLASHING , WALL FINISH AND EXTENDING A LOCATIONS)— MINIMUM OF 6" ABOVE G" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALLHING CENT.— AT KNEE WALL T ENTRY fli3 STER STO SEALANT ROor SHINGLES 6" H GALV. �HING CONT. m FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & R001= CRICKETS. FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW \ AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" "' x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW 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. 1/8" SHIM SPACE EXT, FINISH DRIP EDGE — WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATIOP4 N.T.S INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S V,4e R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AF EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM Or 31n (76cm). EAVE DRIP EDGES SHALL EXTEND 'Ain BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 21n. DRP, EDGE AT EAVES SHAL_ BE PERMITTED TO BE '.INSTALLED EITHER OVER OR ONOFR THE UNDFRLAYMFNL IF INSTALLED OVER THE LNnERLAYMENT, THERE SHALL RE A MINIMUM 4in W.OTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. CHIP EDGE SHALL BE MECIIANICALLY FASTENED A MAXIMUM OF 121n ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCOnANCE WITH SECTIOV R301.2.1.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MECHANICALLY FASTFNED A MAXIMUM OF 4INCHES ON CENTER. Maximum Fastener Spacing (Jambs, Head and Sill) ,Screws Mounting Extlerior Vrew of Fixed WInCION Wall Framing: #2 Spruce/Pine/Fir Or Better . . Silicone ✓/y Screw Minimum Penetration Glazing Bead Cross Section V iew Y Minimum ,7 ,r a Silicone Exterior Sheathing Note. We Stronoty recommend the use ormoing end/or rlASnfA,g' Capes An0 $111 pans a3 Statetlln A57N t 2117-01. NOWeVeI', 000 to var/ation /n codes and bullding types, It Is left up to the end user to determine the proper Installation of these items Eefore irsWiing your window, the bubble wrap Tray be peeled back for'snspectim but please re stl the l rp tc; p,, tect the blocks from scratches and obter damage until construction is complete. Step 1 Measure to be sure the opening is 318" to I/2" larger than the window size both vertically and horizontally. You may wish to pre -drill the installation holes in the fin at this time. Dis rd the nrhed holes Jn Hie morrhl fin as VW are not non Step 2 Apply a generous bead of silicone to the backside of the mounting tin, Use enough silioarle to sufficiently fill all voids between the fin and the wall sheathing. Step 3 Insert the window into the opening from the outside. The window is labeled "inside" and "outside", but if these labels have been removed, the iai bead should always be to the Inside of the building. Step 4 Install shims under the sill, adjusting them until the unit is plumb in the opening. Shims should be installed under the sill every 2 feet. The window should be taI centered in the opening with no more than 1/4' gap between the window and wall framing. Step 5 Instal a #10 x 1-112" screw 4" from the corner of the fin at each end of the head, sill and both jambs. Step 6 Install the remaining fasteners In 8" Increments from the caner screws to the renter of each frame member. Use care not to over - tighten the screws and pull them through the On. Also, "Ake sure the screws go in straight and do not cause the frame to bow, Wall framing should be a minimum of #2 Spruce/Pine/Fir. Fasteners should be #10 strews of sutfideiR length to achieve 1.3/8" penetration into the wall and no less than 112" from edge of framing. Number of Fasteners 1 2 1 3 1 4 1 S 1 6 7 1 8 1 9 1 10 1 11 1 12 1 13 Step 7 Remove excess silicone " our from around the fin and inspect for holes or voids. Use silicone to fill any voids. Step B If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, this must be the NON EXPANDING TYPE FOAM. Stet, 9 Since these windows are typically used in rooms with high moisture, ie; bathrooms, it is recommended that the interior gap between the window and wail framing also be seated with silicone and tooled so as not to interfere with the installation of wallboard, tie or trim. Step 10 Once all construction is complete, remove the bubble wrap from the inside and outside of the window. If necessary, clean the blocks with a mild deter nt and warm water using a salt cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Model # Attachment Manufacture Pressures Method 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR ROOFING VENTS: DADE Florida Metal FLAMCO COUNTY APP. Products. Inc. "Off-ridi4e vent" ROOFING UNDERLAYMENT: NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOF e—I ►;u '� 00 to W W h= W to � D�n�Z �rnmoa w a gm � � a o. W tX Q = A- 'a a w 4) 9! @ �m�rn5 O ° cL $ W N�Ox g IL 2N Me d a 13 �`� o a = v U _ N A rival # pp W $ 1 .�� ❑ El ElW WW.rDSrNG CDM JON z oo ED 10 z � a mans FL30310.1 J n to ��,I/ z �N I FL215$0.1 R-2 �/ � m LU 1st Choice TAMKO BUILDING TAMKO No. 30 1 UNDERLAYMENT SHALL BE APPLIED AND I FL12328 R9 `U 0 m PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2nd Choice +30.0/-32.0 CLOPAY 8 W7 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE FIBERGLASS DOOR LITE SERIES +67.0/-67.0 THERMA TRU-CORP. SOLID FIBERGLASS DOOR FIBERGLASS D ALL ONE 2"4" P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "J" BOLTS 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN, 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN 16" 0 C 0 ED H— J co w C° N Eo s o cr LO 4 t��t rJUfieu +, = 10 FL16546.8 FL15279.84'"a FL20461.11 FL20461.12 , DAMS HOMES FL20461.1 2nd Choice PLAST PRO I LITE SERIESTHEREAFTER. (TYPICAL ALL 4 SIDES) FL15215.2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 IVIASidelights PLAT PRORU FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: Alum. reinforced PORT ST. LUCI E MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 n Alum. reinforced Job Information: Windows: 1st Choice +40 / -50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 Single Hung (fin) ANCHOR WITH MIN. 11/A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE 1i/2" INCH MINIMUM EMBEDMENT FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS Single Hung FL17676.2 (fin) IN WOOD SUBSTRATE. O MI WINDOWS 1 3500 SERIES Single FL17894.4 Hung (finless) frame W _ o to Mullions: 1st Choice IMI WINDOWS 11926 Vertical Mullion FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1"A FL 18504.1 M-1926 Horizontall MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction of length Plygem / Variform Plygerr Double 5 Double 5 standard (vinyl) 10" Double 5 standard standard vinyl staples solid 144 vented -145 Hurricane Panels: 1st Choice Dade County App. ALL AMERICAN SHUTTER & GLASS 24" Ga. Storm Panels 24 GA. STORM PANELS I have reviewed the above components of cladding and have approved their, use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: z r_4 LO co tD o. ©JWN I-, FL18644 R-6 VI Model Name / Number: FL16503.4 R5 O` 1820 FL12194.1 612194.2 Plan Issue Date: Wednesday, May 12, 2021 FL16293 R3 V KA PROJECT NUMBER: 214892 Sheet: S-5 Of: MATERIAL EERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD up WEATHER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall SELF -ADHERED FLASHING DOOR ROUGH OPENING TO BE USED. envelope shall include flashing as described in Section R703.4. /' WEATHER � } ' WINDOW UNIT j RESISITIVE 11703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the BARRIER WOOD FRAME CONSTR. /� SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. _ OVER RIM JOIST AND UP / THRESHOLD OF DOOR AND RETURN WALL BY 6 IN, UP JAMB 6". USE LIQUID NAIL BRAND / (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for T e 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 Yp PP PP g �n FMRLEDwiNDow) OR EQUAL WEATHER PROOF CAULKING \WEATHER 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 SELF -ADHERED FLASHING EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive RESISITIVE CEMT. FIN, PER FBC-R (CURRENT EDITION) 703J.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a described In Section BARRIER SEAL TOPS of JOISTS manner to meet the requirements of the exterior wall envelope as R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING - - ---- - applied over wood based sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least WIRE LATH 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 HEAD FLASHING TIE-IN INSTRUXTIONS: sur 1. Cut, fold up &temporarily secure weather RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers, resistive barrier aboveheadertemporarily allow for flashing installation aching numbered items in the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 BUILDING PAPER F2. 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 -absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and seal with tape 1 2 2 O Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW Wpol SELF -ADHERED FLASHING /� / P02 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with EXTERIOR DOOR WITH DECK - SECTION A V V 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR RUBBERIZED ASPHALT ADHESIVE 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING -� . INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may adjust folding of the flashing accordingly to fit g y vary, j g g g y flashings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight to corner 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door o penings shall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY RELEASE PAPER 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: SELF -ADHERED SELF -ADHERED FLASHING, 6" (BEFORE FOLDING, SCORE RELEASE PAPER To EXPOSE ADHE3IVEASSHOWN) I.J.The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the FLASHING VERTICALLYN FROM , ' ng fenestration manufacturer's Instructions In accordance with the flash) manufacturer's Instructions. Whore flashing BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD MECHANICALLY FASTEN AS 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 SECTION -A NECESSARY IN CORNERS THROUGH at the head and sides. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED O 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 300 FMA/AAMA/WDMA 400. FLASHING 2 WDMA or s 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING projecting lips on both sides under stucco copings. NAILING FLANGE 1 4 2 O 1 6 3, Under and at the ends of masonry, wood or metal copings and sills. SEAL TOPS JOISTS 4, Continuously above all projecting wood trim. DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 2 % 5. where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING (�� PO SELF -ADHERED FLASHING �/�� P05 SELF -ADHERED FLASHING �/�� ` Y Y PO V 7. At built-in gutters. HALF ROUND WINDOW V V EXTERIOR DOOR WITH DECK Y V INSIDE CORNER SELF -ADHERED FLASHING DECK PROTECTOR�� SHEATHING N. 7/8" Cement r 7/8" Cement Plaster 1in { in accordance- with with ;= a ASTMC926 - ASTMC926ce - SELF-ADHERED •. FLASHING PATCH `� � r � k: � '�- � • � " '.� . Felt backed metal . ' � •� ..' Felt backed metal • lathe in accordance lathe in accordance SELF ADHERED FLASHING q with ASTMC1063 with ASTMC1063 DECK PROTECTOR �' Building Paper � � ': >` Building Paper 7/16 O.S.B. 7/16 O.S.B. '� iI • / sheathing .' sheathing �. ( SINGLE JOIST a DOUBLE JOIST SELF -ADHERED FLASHING 1 v "' Metal : ': Flashin ' g Keep top edge of weep screed 2" below top of SELF -ADHERED FLASHING w-` , > " 2 3"MIN 4 ,,,,- _ ' � t 31pe Unperforated Flange 7/8" block Vulcum cauk bottom O Weep Screed joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING \ /� / P O SELF -ADHERED FLASHING \ /� /� O8 V V APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN \ /� / n O ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE V V P Wee Screed p 1 1/2" to 2" Flange 7/8" Weep Screed \HO.8362x;DECK JOIST Wj �► OUTSIDE CORNER Above Roof INSTALLATION OF THE BUCK/RECEPTOR, 1 /2" Cementitious Sheathing Decorative Finish .•g• All inside and �o,o•. .• •. outside corner will ' '•°• need to be miter EXTERIOR �- WINDOW UNIT ' •' cut and caulked all CEMT. FIN. Cement Plaster •'•. ., butt joints need to BUILDING PAPER SLOPE in accordance •'o.•• '•,o••becaulkusing caulk SLOPE with ASTMC926 •'• Vulcum for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING '-''-- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1 /2" Cement Plaster Finish SELF -ADHERED FLASHING Block WIRE LATH • � � ated rWeep � . • Flange 1/2" • ••'•.•o• Screed BUILDING PAPER 'Cement BUILDING PAPER • •• Plaster ' over block 1 st floor EXTERIOR ' WINDOW UNIT CEMT. FIN. ' ' Install bottom Slab edge of weep screed 1" below finish floor - OPTIONAL DETAIL 2 3 2 3 0Note: The building paper and metal lath must be installed over` the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING \/�/� � o WPM SELF -ADHERED FLASHING WP11 CEMT. FINISH WINDOW SILL SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL �/P 12 the wee screed. p SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD N ° N lea�O!0t LotO4i3O�Ja+%O~$ wm•�_m�po3a mOD DJ. o M(0UJ uJ W32 `��oc.�aima, �oac LL aO�O a- W ZmcmaZ �& nC, W°D O CQa _J rn o U N� C2 0 ? cn F a WWW.FDSENG.COM ❑ 11 ❑ C9 L' z o Z O O z C J a ri _Ln Z r /7 y Cn J j J � LL41 fC3 0 CU Wca O W c tt3 C) N E SR _ °ti 00 " C < c�von�n 1&_A\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 1 V I Job Information: 1 0 z W z ral 0 c .a o � m LO CO cD O_ILLJZ m JM(n0LO I ♦ I Model Name / Number: I 1820 ♦ I Plan Issue Date: Wednesday, May 12, 2021 KA PROJECT NUMBER: 21-4892 Sheet: W P Of: WATER PROOF DETAILS 6 5" bath duct to roof cap w/ standcrd 70 cfm bath fan NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—V1602.4 balanced return air. EXCEPTIONS 1-3 Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. Ruing O ` N QQ CZ 0 (JO Z LiJ 0 Cr 0 L0 UJ 0 < M < \0 \ 0 00 0 1 C/) ILLI Lij < -i (D < C) lamw