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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIOIDES, INCLUDING SOIL APPLIED PESTICIDES, BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES" 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM G926 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 11702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE 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 INS 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. CONSTRUCTION WITH FRAME WALLS. • OTHER MASONRY ION OF CHIMNEYS OR INTERSECT • 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 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A71064A/ 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 7' OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27014A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14, 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (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. 42. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND ERE 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.FORPLUMBING 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 (SEX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/GD, EXTERIOR OR OSS FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED 'WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. OF 25% TO A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH L) 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 3COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL-AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 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 FJOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" *** TL MAX 1/2" SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD OL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 SO 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) CCMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES M READING ROOMS 6 0 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL 0 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 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 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 O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s O C 04 50 (+) 24.8 (+) 24.8 0 27.1 (-) 31.1 (+) 23.4 (+) 23.4 100 (25.7 (•) 28.8 DIAGRAM .GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 (-) 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 CARE AND MAINTENANCE YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER HOMEOWNER ARE NECESSARY EAR / FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BE TAKEN TO CHECK WINDOWS AND DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3 - 5 YEARS TO PROTECT THE COATINGS. THE DESIGNER AND ENGINEER OF RECORD ARE NOT RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER MAINTENANCE. SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 EL-EVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS SA DETAILS S-5 PRODUCT INFO SHEET ";:L.. fi,= r ,.r AL=µ WP WATERPROOFING DETAILS y FIELD REPAIR NOTES I GENERAL NOTES: I BUILDER NOTICE: I 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 1 " IS TRAP W 4 /a x 2 /a TITENS TO CONSTRUCTION MAY BE SUBSTITUTED WITH 1 SIMPSON MTSM16 TWIST S 4. MISSED LINTEL STRAPS FOR MASONRY CONSTR / ( ) STRAP IS 7 -lOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS USE 2 MTSMi6 FOR UPLIFTS LESS THAN 1720fi F CORNER MASONRY AND R ( () ) MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SOS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 3000 GULFREEZE P/�\R1�\�1,��\ 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS, it is the Intent of Designer/Englneer listed In the tltieblock of these 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made t0 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Deslgner/Englneer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these Any questions regarding the CONTROL OF CONSTRUCTION SITE: KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE plansdocusoulents. information found in these plans should be directed to our Quality p Q Y KA AND FOR HAS NO DUTY 0 R OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE EFFECTS THEREOF FOR ANY REASON WHATSOEVER.$E FOR THE IN OR AIR QUALITY, OR THE FE RESPONSIBLEDO Qr' � I. N k w-II n� r Assurance Man mmeDesi o cha es 1 be side e � Y r8 IRE THEFT VANDALISM TRESPASS OR ANY OTHER CONSTRUCTION SITE MA TO PROTECT, WITHOUT LIMITATION THE RESIDENCE. TERIALS, OREQUIPMENT,FROM MOISTURE MOLD FUNGUS,F NER Cfor PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER ngl the Designer/Englneer without advanced reimbursement nc 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. r notification and approval by the Designer/Engineer. Paymems will be made in accordance to the terms of the agreemer CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. OMES orthwest Florida®® (�U�F: EEZE. FLORID,%\ :325�•�3 N ((DD In (D OD am ro myH- .FM U m E, �g8gr3�i� ` Wa a LL = a 33 fi y'� wm r "o NON .i:'..� f1 0 J mm Q � d a e J F6� NN,M'.RJSEM1G.COM ❑ ❑ ❑ U) z n 8 0 z 0 N o z «' ay __ ti - (n Z N m tJl ) v n' Q � m m O w g c u0m U-c4E c �? 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LUCIE IVI Job Information: O LIJ o C N 0) M �?L A d CL 3 m 00 a OJLuZD JMU)U) m _0w o ♦ Model Name / Number: JtA [ifjl ♦ Plan Issue Date: Friday, December 17, 2021 ♦ KA PROJECT NUMBER: 21-10557 MODEL, 14E`;h'0 Sheet: 0� Of: 0 COVEFk) SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B +27.6 / -29.9 1 ( g ) +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(PIf) BWl 16" (2)iedWENAKS (2) i6d TOENAILS SPF NO UPLIFT BW2 SP2 W/ (6)-10d SP1 W/ (6)10d SPF 402 18• STUD, (6) 10d PLATE STUD, (4)10d PLATE BW3 L6" (2) SP2 W/ (6)1od (2) SPS W/ (8)10d SPF 803 STUD 6 16tl PLATE STUD, 4 10d PLATE BW4 26• (2)16d TOENAILS (2) led 1DENAILS SYP NO UPLIFT SP2 W/ (6)-10d SP1 W/ (SFiOd BW5 16" STUD a 10d PLATE STUD 4 10d PLATE SYP 439 O(2) BW6 SP2 W/ (6) i0d SP1 W/ (BF300 SIP 878 16" STUD 10d PLATE STUD, 4 10d PLATE BW7 12' (2) led TOENAILS (2) led TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d FSO SP1 W/ (6d BWB 12" STUD, PLATE STUD, 4 10d PLATE SPF 535 (2) SP2 W/ (6) SOd SP1 W/ (6}lOd BW9 d2' STUD, (6) SOd PLATE STUD, (4) SOd PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (BIAOd SPi W/ (OF100 BW11 12" STUD 6) 10d PLATE STUD, (4 10d PLATE SYP 585 10d SPI W14))10d BW12 �+ �p �6)10dd PLATE STUD, ((6) PLATE SYP 1170 BW13 NOT USED OUBLE 2X TOP PLATE TOP OF WALL {. SEE PLAN � MASONRY WALL OR ICF WALL. SEE PLAN P 2x STUDS PERPLAN/ DOUBLE 2% NEADE SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MSO3/S1 PDA NO UPLIFT CONNECTORS BAD WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS tPER PLAN / TALLER THEN 8'-0' SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2X P.T. W/ 1/2" A.8 0 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2• A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN. - REQUIRES MIN ALT.; SIMPSON 1/2' TITEN HE @ 32" C.C. 7Me' OSB PLYW'D W/ SAME EMBEDMENT W/Sd NAILS AT 4bc SEE GENERAL NOTE#8 BRIG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 7x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, BPS AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE S. IF 'DIN' IS INDICATED ON SECOND FLOOR EASE CONNECTION TO IGNORED. SEE WFOS/SSA OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FAST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY( 6. IF "SW" IS INDICATED THE WALLIS CONSIDERED SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ Sd NAILS AT 4" O.C. INFIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHINGATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL 15INDICATED WITH THE OW3I, BW4. BW7, OW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS METRE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) MD WILL N07 REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPl/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. lOd= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASEI CONN. & FASTENER UPLIFRLb) ci (3)2x4#2SPF (4)-led TOENAILS o D7r2Z W/ 1/2' WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR' & (8) 1/4" X 11/2" 2145 SDS SCREWS (3)2 x4 SYP#1-0R (4)-iBd TOENAILS 0 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2' WEDGE ANCHOR' & (8)1/4' X 1 1/2" 2145 SDS SCREWS CS 4 x 4 P.T.#2 ABIJ44 W/ 5/8" ATR** �5 U = 2200 SYP POST &(12)-1ad NAILS 6 x 6 P.T. 42 ABU66 W/ 5/8' ATR*' G - 12000 CB SYP POST & (12) - led NAILS U - 2300 Sx 8 P.T. #2 ABU88W/(2)-6/8"ATR•• G-24316 C7 SW POST &(18)-i6d NAILS U=2320 CS 3.5 X 3.5 P.L. 1.8E Fb=2400 PSI HDUS-SDS2.5 W/ (14)1/4" x 21/2- SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (in 1/4" x 1.8E Fb=2400 PSI 21./2' SDS WS & 5/E' EXOPY 5645 (WOLIMIUNIZED IF EXT. ANCHOR" OR ATR*- 3.5 x 7 P.L. HDV8-SDS2.5 W/ (20)1/4' x C10 1.8E Fb-2400 PSI 21/2" SDS WE & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C71 6-25 x 5.25 P.L. 1SE Fb24OO PSI HDLIBSDS2.5 W/ (20)1/4' x 21/2- SDS WS & 7/8' EPDXY 787D (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 W/ (20)1/4" x C12 1.8E Fb-2400 PSI 2 1/2" SOS WS & 7/8" EPDXY 7870 WOLMANIZEO IF EXT.) ANCHOR, OR ATR**" GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO- 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/83 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 6- EMBEDMENT FOR 5/8' ATR W EMBEDMENT FOR 7/8' ATR 5. IF LCI 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 VIA. / LENGTH PNEUMATIC GUN COMMON ". GUN APPLICATION NAIL DLA-UB4GTH HALL SPACING ad 0.131" X 2 W 0.131' X 2 %" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3° 0.131" X 3- SEE PLAN BLOCKING & TOE 0.148" X 3 V" 0.131' X 3'A' NAILS & TOP RATE 12d 0.148" X 3 UA 0.131' X 3 A S' 0.0.(COMMON) STUD WALL 6' O.C. GUN NAIL) CORNERS 10d 0.148" X 3" 0.131" X 3' - S' O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.162" X 31h" 0,1.31' X 3'A- (2)18D(COMMON) SEE PLAN (3)1eD ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2)-2X6#2 SYP SEE GENERAL HEADER NOTE#5 W/1/2"FLITCH PLATE THISSHEET H2 2 SYP SEE GENERAL HEADER NOTE #5 W/ 1l2" FLICH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 Wl 1/2" FLITCH PLATE THIS SHEET O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) - 1 3/4' X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 112' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ TV O.C. TYP. EACH SIDE H6 (2)-13/4-X 9114 ATTACH TOGETHER Wl(3)ROWS 1/4"X31dr LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1St FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6- FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 X 8 #2 SYP W/ 7/18• CONNECTION: PROVIDE (2) M OS8 FLITCH PLATE NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON. MTS20 TO WOOD POST ROWS OF 12d NAILS 012' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 X 10 #2 SYP W/ 7/16- CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) M DEG FLITCH PLATE. NAIL BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/18- CONNECTION: PROVIDE (2) M OSB BITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF WAN. (2) -13/4" x 111/4' LVI. CONNECTION; PROVIDE (2) 2.0E Fir-2S00 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M TOGETHER USING (2) ROWS HTS20 TO W000 POST 1/4" x 31/2" SOS WOOD OR OR (2) SIMPSON HETA18 TO CMU (2) SCREWS 0 18' O-C. TYP. COL- U.N.O. ON ROOF PLAN. EACH SIDE. (2) - 1 3/4' x 11 7/8- LVL 2.0E Fb=2800 PSI. NAILBEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1./4' x 31/2" SDS WOOD SIMPSON US20 TO WOOD POST SCREWS 0 is' O.C. TYP. OR (2) SIMPSON HETAi6 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2).13/4" x 16' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) 1Y1 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 15" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN, GENERAL BEAM NOTES I. 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 N07 TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. FLOOR PLAN SCALE: 1/4'' = 1'-0" ALL ELEVATIONS I C C) +26.5 / -28.8 I ( D) +26.5 / -34.4 1 +24.8 / -27.1 1 (F ) +24.8 /-31.1 I O +24.3 / -27.5 I O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE"WIND WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE WALL LEGEND I FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL I GENERAL NOTES R302.5.1 Door from garage Into house must be a minimum 13/8" solid wood door, solid or honeyoomboore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit is Installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a flooneiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12,7mm) gypsum board or equWalem. R312.2.1 Window sllls In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater m than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]. -� R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. g c Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and craw( spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502.4.5.1 through M1502-4-5.3 Ceilings for exterior entries and covered porches to be 7/16. OSS on underside of roof trusses shall be attached to all framing members With 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4• edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications .. ksE 6'•, U eve . 0 + FL�� 0FESSION YAW/.FDSENG. to - 0 m CS n 00 $Tr! d a .a N Q ��mefi a a 2{� Ell M Z m ¢ 6 a � Z 83 Ofur 0 0 �38 COM coo Z Z g $ Z ,0 NQQ Q � Q a � Ln Z N Z (0 M 0 _w w g vea c *- J V aNE aa; FLORIDA CONTRACTORS LICENSE 140. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, MORIDA 32563 I PORT ST. LUCIE 1V1 Job Information: iv st TA (h ` (O �'* y1y O. In 0 a 0 > QO a: a O J J m Li U) Vi rM U() O IL w w 1 ♦ I Model Name / Number: 1 1480 AREA CALCULATIONS IVI PlanlssueDate: 1st FLOOR 1484 S.F. Friday, December 17, 2021 KA PROJECT NUMBER: TOTAL LIVING (AC) 1484 S.F. 21-10557 GARAGE 397 S.F. Sheet: Of: COVERED ENTRY (BASE) 23 S.F. COVERED PATIO/LANAI 140 S.F. TOTAL AREA UNDER ROOF 2044 S.F. 11 FLOOR PLAN A SLOPE MAY RY 24" IMUM DEPTH, EATER CO TACTEOR ORARFERE CET FMASW DETAIL FONRTHIS S EETnIF 4 STEM WALL OPTION IS TO BE USED. GRADE SEE PLAN 16" (2) #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION =IIS TO BE USED. I CURB FOR F.F. VARIES _ MASONRY @ ELEV. 0'-0" W/ (1) - #5 BAR CONT. '•' r1(2) 2STORY20"X 201.REINF. W/ 3)-#5CON.SEE PLANBAR I FM01 I SINGLE STORY FTG 11/2"=1--0" I FM02 I SECTION @ GARAGE 11/2"=1-0- REINF. SEE PLAN — =�f"'—'(1) #5 REBAR FM03 ITHICKENED EDGE 1/2"=V-D" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS. AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. I V I, ALIGN DRIVE W/ BOTTOM OE c ,.`_.. RECESS & PITCH DRIVE N • -. 4" CONC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. 16" FM09 I SECTION @ GAR. DOOR 2x BRG. WALL (SEE FLOOR PLAN FOR MORE INFORMATION)- j 2 STORY: 20" X 20" W/ (3 - #5 CONT. 2 STORY: 20" X 20 (2) #5 REBAR " W 3) - #5 CONT. 1/2" =1'-O" FM10 I INTERIOR BRIG WALL SEE PLAN EN =1'0" GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S L. NER414 F ^ GC SHALL 3 0 INDI, BEAM W/i DOWELS 1 4 CONSULT' RECESSIN 5 EXTERIOR U.N.O. ON 6 CONTROL. SUGGESTE IN EXTERI( A DEPTH C 10'APART APPROVES 7 NO WOOD 8 PENDING: DOWN. G 9 ALL FOOTI SECTIONS 10 MASON T( THROUGH 11. PROVIDE, 12 ASSUMED 2000 PSF REQUIREN EXCEED T ENGINEEF FOUNDATI DRY DEN! THE FOUN DESIGNEE Er MARK F1.0 1 2 —(2) #5 REBAR 2.0 F2.5 2 Ps.o 1/2" = 1,-0„ F3.5 z F4.0 4 F4.5 4 F5.0 F6.0 ( =1'-D" I FM12 I STEP DOWN NON BRIG. 11/2" = 1'-0- SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" p N TYP. SEC. ELEV. 0'-0" WITH CURB ;0 (1) #5 BAR CONT. k $ L (GC. VERIFO Z� F.F. REINF. io (SEE PLAN) 2 45 CONT. • INSTALL LINING - w u 2 #5 BENT BARS W/ MATERIALS PER }"� * x N -f- MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDED FLR. Ilk MIN. SLOPED TO DRAIN #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2"=1-0" FM18 TYP. STEP FTG. DETAIL 1/2" 1'-0" ALTERNATE: GRADE REINF. THE REINF. BARS SHALL BE #5 CONT REINF. SEE PLAN CONTINUOUS AROUND CORNER ,. SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" _ #5 X 25" X 25" CORNER BAR ONE N E FOR EA. HORIZ. N _ REBAR, TYP. U.N.O. . (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X I 4" PVC SLEEVE W/(3) - #5 CONT. THRU FOOTING FM19 TYP. CORNER BAR DETAIL 1-1/z"=r-o" FM23 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,-W 12" 12" 32" 32" W/ (4) #5 BARS - 5'-4" 16" 16. 48" 48" W/ (5) #5 BARS CONT. & #5 ® 18" O.C. TRANSV. 1162# 2'-8">4'-0" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE RI AR IFVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. BAR-, #4 TURN BAR ® STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED 1 EA VERTICAL REINF, FIN GRADS-8" MIN_ TO TOP OF ',N STRIP FIG. COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) f; " . 0 ""6 .. COVER 0 FMASW I STEM WALL SCHEDULE 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" FlBERMESH CAN NOT BE USED AND -VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO r-SEE #y CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE "1s'• 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 0 16" c. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" n • TALL (TYPICAL ALL CORNERS) v.. o.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. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS -SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. 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 LA), TO SANITARY SEWER 1480 PLUMBING RISER GR N.T.S. ALL ELEVATIONS 0 VyIV Q .NSE <.� � o C ' FlQ@ R0FESS10 b 2_ 0 V O TO gic W m co a S w j�}3 IY9-M rr oR W U J � r= A'olz NNh`V MSMG.COM ❑ El ❑ �.Y z S 2 "OVA _ o N o Z " Q 3 J N � D_ r — rn Z 04 N m ' 1 ED WOM c U ENE N = o^#e C) cn r%AM4= Y[1MCC FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, 17LORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: K W Z N W y rn ca d1 llT M M ti 1-1 (L > `m CL 0 M o MW VI Model Name / Number: 1480 ® I Plan Issue Date: Friday, December 17, 2021 KA PROJECT NUMBER: 21-10557 Sheet: 3 Of: FOUNDATION PLAN 4 LOAD CALCULATIONS COOLING GREATER THAN HEATING OFNERAL LIGHTING- & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,480 x 3 4440 APP LANCE 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 1 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 32,990 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 22,990 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 IRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" _ (.40 x 22,990) = 9196 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 39,196 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 164 ASSUMED EDGE OF WALL 4 m G,�20WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER V.T.S. ------- -------� I 4INSTALL FAN ' /BOXPREWIRE INSTALL FAN ^� INSTALL FAN .1 BOX PREWIRE\C�II�BOX PREWIRE �� --- —/ /-- --------G.T.------------------ - FAN' I 22 J ---� , . I FOR HOOD I T ' ---- - — ' GFI GFI FI 2 p I i ISP � GFl. — — I FOR D' — r LOCATED IN dt GFlI LOCATED IN / I I ADJACENT CAB GFl 220 , i .I I I / GFIM Y 22V GFI @ \ 42" AFF I w ATTIC ELECTRIC IF i I w i REQ'O BY CODE , J W NOTE: j LOCATION OF METER AND PANEL BOX / TO BE BY BUILDER. IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. fly GFI @ FOR GARAGE - -42" AFF _ _ _ _ _ _ _ _ DOOR OPENER GFI - - _____________ , I I I , I I I I I , I I I , I , I I I , I , I , I i I I I I I I I I NOTE KEEP COACH UTES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. I � DOD I W/FIp 1 BELL �Yl- BELL G--------------- I I I I I IE 1 1NSTALL FAN t..l BOX PREWIRE ELECTRICAL PLAN SCALE: 1/4" = V-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" 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 OFALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCls (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OFTHE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). B. 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 CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH © SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /�� FLOOD LIGHT $4 FOUR-WAY SWITCH V \J $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE ��--�—�—� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT ' w DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT L) 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV❑ T.V. CABLE OUTLET LO DISCONNECT SWITCH TELEPHONE CABLE, OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J O JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING THERMOSTAT O BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGIIT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON 4200 L OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED UNDERGROUND WITHELECTRICALCONTRACTOR ERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT MAIN ISCONNECT200 AMP A/C DISCONNECT E UNDERGSERVICPOWER #14 COPPER TO LIGHTS AND OUTLETS YPELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 6 COPPER TO RANGE INITERSYST# 6 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. V DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. Nil- Q',: NSE ••• of •• F LO �f�✓irQROFE SSl°NPR gB� W .Ni o��o g in m LL �- ry Ww y�c C �w <2'aLL� a W a�&`5 U � a Q 0 � 6, 3 ?c�aa O B�. T 2- %1 4 -cd a Tae 0 c J m � 2 � U zs � J � e g'$5 YNA4.FDSEN6.COM ❑ ❑ ❑ WZ po Z N aN � rra J IN V^^ Z N I W c tl w c YZv�i `� � = m ' m m OW m = m 51 ® c N o q Q N ono Q W [7 DAMS HOME -i FLORIDA CONTRACTORS UCENSENO.CRC13307A6 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 II PORT ST. LUCIE 7I IVI Job Information: 1 L j M 16 � L° 4) O- m N . 11 CL 3 n bJLtJZ m o _I COU) (1) In w Model Name / Number: 1480 VI Plan Issue Date: Friday, December 17, 2021 VI KA PROJECT NUMBER: 21-10557 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally for Intake and exhaust OF BLOCK V'DO HEAD HGT ro io FlN. FLR. 48" OFF RIDGE VENT TOP OF BL( W_DOW HE HGT 00 a 1/2 33 SH ro 25 SH 25 SH (2) 25 SH LITE TEXTURED DECORATIVE 25 SH FIN. FLR. CEMENTITIOUS COATING RIGHT ELEVATION f'B'° SCALE: 1/4" = 1%0" 48" OFF RIDGE VENT TOP OF BLOCK 'DOW HEAD HGT ElSo 00 1/2 33 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FlN. FLR. _ _ _ FIN.. FLI -� -12- 61 TnD nv al nru 48. OFF RIDGE VEAT TOP OF. BLO W'DO HEAD HGT W'DOW HE D o ED ❑ LITE TEXTURED DECORATIVE CEMENTMOUS COATING So io IF1N,_FLR, 25 SH 25 SH 25 SH FIN. FLR. 2868 REAR ELEVATION SCALE: 1/4" = 1'-0" iGT BEARING G LEFT ELEVATION "B" SCALE:: 1/4" = 1'-0" Soffit product provides •' -4.12 net sq in/ sf Ridge vent provides 18.00 net sY in/'If Off ridge vent pnovides 13 . net sq in/"sf Overhang distance ,. L33ft S.F. of Areato be vented (SF) 2044.0. Total needed for exhaust for upper 1/3 nets inchesTotal needed, for intake soffit area, lower) nets inches Number of Off Rid eVents foru er 1/3 needed LF,ofRid e'Ventneeded(can be used in combo with ORV)Lineal [l4 Feet of Soffit needed to meet re uired Lineal Feet of Soffit providedb Ian 160 CEMEWITIOUS COATING FRONT ELEVATION I' " SCALE: 1/4" = 1'-0" OF BLOCK ID HGT 0 n a'r'•'tn 4 sa <�4�\"ro, 0 wrN F L0 v�`rfjQ�f%FE SStC ��'rirlflll!!l1l1tY ti 0 CO o � tlINMg`s a o. . 2 a`as S�o WiN; 3 0 20 2 p00�.r'JI gal r ` o WNlW'.FDBaVe.COM ❑ ❑ ❑ z Z O 10 Z N N z r r M � m � w c i U �t08 m E U w o 00 m o� Q N O OD Q,W 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: 0 O ttjj In \W / d � m a, a3 m � a y ai z > 00 m a ® o J JI LLI =I fn � (n m In o LL 1TI Model Name / Number: 1480 ♦ Plan Issue Date: Friday, December 17, 2021 Tj KA PROJECT NUMBER: 21-10557 Sheet: 5 Of: ELEVATIONS-B SEE DET. TS03 FOR WIND! < 155/C M G.C. TO PRI BLOCKING - W/ APA RE( FOR SPAN F SHEATHING SEE"HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 1S5/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED. THEN THE ALTERNATE BLOCKING engines �CONTINUOUS BOTTOM CHORD IN memo C \X BOTTOM CHORD GABLE END BRACING 0 -/ LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING 0 16" OA. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. _ TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft ND SPEED (ULTIMATE) 160.0I 60.0 MPH IND SPEED (ALLOWABLE) 123.9MPH EXPOSURE CATEGORY B EFFECTIVE I WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -37.02 -51.08 •51.06 51.06 GABLE -37,00 -37.00 -58.99 -58.99 58.99 -76.( 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 (1001) NAILS @ 4" O.C. ON EDGE AND 4. O.0 INFIELD ZONE 3, 3e, 3r ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD SHINGLE: 3232' EXP. 1 ('20) TILE: N32" EXP. 1 (dAm) NOTE- 1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 39" X 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15ae. SHEATHING SHALL BE FASTENED WITH ASTM 1667 RSRS-03 10d (21W x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3' x .12X) NAILS 3, GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 20 92 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16- O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS WI BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACSEDTOMDANDORBLOCKINGATALLEDGESAMNIMUM IC SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN I', O NAIL AT BASE 2 ROWS 9)4"O.C. W/Bd COMMON NAIL, © NAILAT TOP PLATE TWO ROVE 04. O.C. W ad COMMON NAIL. © NAIL OPENING PERIMETER WI(2)ROWS O CO,C. W/Sd COMMON NAIL, O NAIL INTERIOR AT B• O.C. W N COMMON NAIL. OSTAGGER ALL VERTICAL JOINTS & NAIL @4"O.C. w/ 6tl COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER .1 ad COMMON NAILS O40.C. (2) ROWS 0 TOP & BOTT. O (2)SO NAILS@ V O C TO EACH TRUSS END OR O VERTICAL MEMBER IF GABLE END. O FLOOR SHEATHING Y' PLYWOOD DECKING GLUEDAN NAILEDW Rd COMMON NAILS AT G" O.C. AT EDGES OVERDRIVE NAILS, PASTNERS SHALL NOT PENETRATE SURFACE MORETHEN I/8'. _ EXPOSURE1 SHEATHING PROVIDE BLOCKING I II II AS REQUIRED PER I II II SECTION X.X IF NOT FULL HEIGHT SHEET _ --- /* O / FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: N NAILS FOR WAIL SHEATHING MUST BE MINA 31"X 2112'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN III (2).2x TOP PLATE BEYOND 15W 068 EXPOSURE I /-SHEATHING N P II II 11 II II SOIJD 2z BLOCKING W II ij GALL SHEATHING W III NI II III EDGES < III III II II II III 11 ��I I I I (SEE SECTION X-X) O f III C III 11 �I 11 I 1 N �� iil lii ii D ii i III III OPENING III II it II I III III II II II Z �LL¢ III III I 11 II II II aOw 1 III__ J __ _ _ ___ N1 x u u ) It II i I I NI III I rI ---- - I I III III III II 11 III 1 2x STUDS BEYOND. ~W B IllI fill I 1 II 1 I III II II II I SEE PLANZ < III III III I II I I I II I I I I II I III it II II I III 11 II III II II II I O fill Ill 11 11 1 I 11 II 1 111 II II II 1 III II it II I IOU I 11 II I 1L _LL I Ill II II II I LL L L u I -�--2NN PT- WE PLATE BEYOND SEE A PLAN VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3M' 314- SINGLE NAIL EDGE SPACING ^T =W SPACES Ire DOUBLE NAIL EDGE SPACING pr on g�tF r� NW_='O MELL .AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4*2 SPF TURNED VERTICAL W/ 711W FLITCH PLATE TOM (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI (4) 8d NAILS SECTION X-X 3"O.C. TB7.3 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES 1 N.T.S. CONNECTOR SCHVDULE FOR: ADAMf ROME - 2480 ENv. IT III Lwl TRUSS ID BFAf8N0 POINT TRUSS ACTUAL CONNECTORIO CONNFOFSIGN:MTINOC'RIR WLIA FASTENERS NOTES UPDA CIA-OA,E9A,U8A,H9A L/R 5409PrINs HI/PERTRUSS MFR 1SI0# (9)10d x 11/2' C1P-C3P, E4, E5T HSP L/R 268 or Her HIRA /PER TRUSS MFR 10409 (18)1Dd X11/2" (9)10d X 1-1/2" N08 L/M/R > .656#°,less HETA16/H10A/HEA16 1810N/1040#11610#. (18)10d x 1-1/2" (9)10d x 1-1/2' 19110d x 11/2" A09 L/M/R -.1239#or less HUA16/HAA16/HFTA16 1810#/1810#/1030R IS 110d x1-1/2" (9)10d x 11/2 9 lOd x l 1 $' 1 / MI A07,A10-AL4,W3-B04,D02-W3 L/R �786#orless HETAl6/HRA36 1810#/181" (9) IOd x 11/2" A15 L/R 2343 #or less (21HETA16/(21HETA36 2365#/2365# 110j 10dx11/2" UOI lOdx1-1/2" P01, P02 L/R 830#a1 Her H10A/H10A 3040010401! -118)lod x 1-1/2" -(1811➢d x 1112" 605,D04 CONT. 9RG. -92 PUT orless NAILED 345 PLF (1)16d@41L0 C. PER GED1/5-4 DETAIL TRUSS MANUFALTUREP: BFS DALE OF IAWIIR: DATE OF RUSSMSHEFTS 80h1 L LEFT, R=RIGHT& M =MIDDLE BEARINGS BEARING LOCATIONS ME REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS AU CONNECTORS ME SI ARSON PRODUCR Ka SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS Opp SYP CONNECTOR & FASTENERS SPF SYP OFRAMETO )E7Af6 w/(8)10tlx 112'OR HTAIDWIIU)1Ud x 112' OR MASONRY NETA20W(9)1Pdx 112• 1810 HTA20W(10)10dxl 12• 15M Iwo RT7Aw/(10)&d NABS 515 585 B FRAME TO H25Aw/(10)Btl NAILS FRAME 635 us O FRAME TO H1G4 wA18110dx112 1015 11140 RTISA ed(17)10d x I I17 995 1020 FRAME HIDA-2wl(18110dx11?AT2 RYTRUI9SFS OW 1080 117162w/(1I i IWATZPLYTPUSSES 936 106D FHAMETO MT512w/(14)IDdx 1117(ATEXTERIOR MTW12w/(U)10dxl l/2"(ATEX7ERIOR O FRAME LOCATION INCLUDE(3)12d TOENAILS) 86U 890 LOCATION INCLUDE (3) 12d TOENAILS) 100E 119E OFRAMETO E MGT W/(22)10d NP,ILS AND NS AT.0. N/72• MUGT15 w)(2B)1W NAILS AND 613' A.I.R. Set MASONRY EMBEDMENT w/ SIMPSUN•SETEPOITY Sm 3965 12'EMBEDYENTM YMPSIX4 "SET EPDXY 33M 4495 FRAME TO HTS20w1(24)10dxl 12(AT EXTERIOR HTW20 wl(N)1Ud x 11 r2"(AT EXTERIOR O FRAME LOCATION INCLUDE(3)12d TOENAILS 1125 1310 LOCATION 94CLUDE(3)12d TOENAILS 1285 1530 FRAME TO (2)HT329w/(49)10tl Xl 112"(ATEXTERIOR (2)H)N20w1(48)10dx112'(ATEXTERIOR FRAME LOCATION INCLUDE(0)12d TOENAILS 2260 2620 LOCATION INCLUDE(6)12d TOENAILS (FA) 2570 3000 HG'T-2w/116)10d NAILSAND(2)5/8" AT,R. HUGT2W/08)l0d NAILSANO(2)W8" XTR O FRAME TO WI12•EMBEDMENTveSIMPSON'SET' ID890 w/12'EMBEDMENTWSIMPSON•SET 7020 9790 AT, EPDXY MGT3 FOR 3-PLYI EPDXY (HUI FOR 3-PLY FRAMETo FGM W(1811M'x TSDS WOOD SCREWS RFUS WI(12) WES WOOD SCREWS AND O MASONRY AND (2) 12' x 5"nTEN HD ANCHOR BOLTS 3400 472E (4) Y4" x 6" WEDGE -BOLT 7100 LGT2 W (16) IN SINKERS O(1) Jl FRAMETO 6,(7)1/4"x 2-1/4'TREN2 170 2090 MASONRY SEE NOTE NO BELOW FRAMETO LGT2 W IN SINKERS 1 & 4 (2) (321 ( t MSS 1 LUG72M TOO RS& 0 ( ( ) © MASONRY/ 1M•x III 3500M 1/Px3•WEDGEBOLT (2RYTNE(EA 3100M 312DM FRAME N SINKERS OR (18)18tl SINKERS FOR FRAM(EA) TRANS(E 3240-F 3770-M 3770E OR (92) IBtl SINKERS Pal FRAME (EA) 3860F 4520-F FRAME TO (Z LGT3 W(24) IA'. 3" BOB SCREWS (2) LUGT3 W(24) 114"x 21/2'WS25 ®3 MASONRY/ 8(8)3I6'xYTITEN(2PLYTRUS5) 6]30#1 6570.M SCREWS &(4)Y8'x 5"WB(2 PLY MUSS) I'A' 7050.M FRAME OR (52) IN SINKERS FOR FRAME (EA) 5010E 61 OR (56) ISO SINKERS FOP FRAME (EA) 6480-F 771" BEAM TO HU410 OPT KUC410 wl (18) IN & (10) 10d GN2680 MD410 OPT HD410F W (20) 16d & (10) lOd G43080 O BEAM NAILS UNI895 NAILS UR1950 OBEAM TO HU410 OPT HU0410 M(19) TITEN Q045110 HD410 OPT KD4101F W(20) IW x 3" (3#8355 MASONRY 114" W4'&(10)10d NAILS U#1900 WEDGE -BOLT& IlD) 104 NAILS U#SN ©BEAMTO MASONRY/ HU46 OPT HUC96w1(0) 10d NAILS& (12IIWx2YPTITEN(rOMAS) G*1540 U#SBO GN3000 LM1135 HD46OPTHU46w/(Bled NAILS& (12)1Wx2 Y4'TAPCONS (TOMA5,) G#1625 LX1030 GN2015 UOB50 FRAME OR(12)I5d&(6)l0d(FORFRI SYP-F SYP-AI I OR(12)1Sd&(6)I0d(F0RFRAME) SYP-F SYRM FRAME TO (2) HETA16 OPT (2) HETA20 1920 1920 (2) HTA18 OPT (2) HTA20 1870 M MASONRY 1PLV 296E 296E 1-PLY MLTO)IOtlz1112'OR 2430 PLYWOdx11d 2RY W f12)18d 2-0LY W n2)18d HTSM16 vrf01 Od NAZIS AND (4) 1WAII V4" 956 1110 H7WM16 M MIN NAILS AND(4)1/4'z139- 1145 1225 FRAME TO TAPCONS WEDGE -BOLT O MASONRY OR HTSM120 WI (10)10d NAILS AND (4)114'x2IW 955 1110 OR HTWM2O W (10)1Od NAILS AND (4) TANI 314' TAPCONS WEDGE -BOLT itg5 1225 ©FRAMETO H108 M(8)IN X112" NAILS AND (2) 3/B'x4" 700 910 M MASONRY MAN HD FRAMETO DTT22 W(0) IWO 12' SDS WOOD DTLI-T2 W IS) 14• x111117 M15 WOOD © SCREWS AND (1)12" o A.T.R. EPDXIED wl 183E 2145 SCREWS AND (1)1/2"9 A.TR EPDXIED wI 1510 law MASONRY SIMPSON "SEE" (SEE NOTE 04) SIMPSON "SET (SEE NOTE N4) HR5 ed I IN x212' NAILS AID(1) Swa HA45W(26) 1Bd x210 NAILS AND (1) O A.T.R. EPDXIED w/SIMPSON '9ET 4375 SoBU SAFE A.T.R EPDXIEDW SIMPSON"SET -. 5005 MASONRY MASONRY (SEE NOTE A BELOW) (SEE NOTE see BELOW) NTT4 W(18) IN X2 I2 NAILS AND (1) Ye' B HTT45 W(18) 1 Ed U 1/2"NAILS AND (1) ®FIRAMTO ATR EPDXIED W SIMPSON'9ET• 3040 4235 S/B'B A.T.R. EPDXIED W SIMPSON "SET" - 4160 MASONRY (SEE NOTE 09 BELOW) (SEE NOTE #4 BELOW) O FR AME O H10S w/ (24)10E x1 1 W NAILS 785 910 LUGT1 W (M) Bd xl 12' NAILS 876 104E FRAME TO HM9KT W(4) IWO 117 SDS WOOD RTIGM rd(9) IN x 1117 NAILS& OFRAME U MASONRY SCREWS & (5)114-4 IN' TAPC ONS 7B0 760 (4) 114' x I SW TAPCONS IME 139E TO VOT W (16) 1/4"x3" SDS WOOD SCREWS & OFRAME V MASONRY (1) S18'B A.T.R. EPDXIED M SIMPSON 'SET S555 4N0 W iT MIN. EMBEDMENT FRAME TO (2)VGTW(32)114"x9"SOS WOOD SHREWS WO MASONRY &())Fd9' B AT.R. EPDXIED W SIMI silo 7185 'SET W 1Y MIN, EMBEDMENT VGT WI (16) 1N"x3" SDS WOOD SCREWS & XO FRAME TO HDW-8DS26WI (10) 114'1Q 12" SDS WORD 3285 4565 MUGT15 NAIL& NTT45 w/ (16) - 4160 FRAME SCREWS&(1)541•B AT.R &NAILS IOd NAILS (1I S$"B AT.R TO (2) HIT5 W (52) I60'x21r! MAILS & (Z)H1T45 W (52)160'Y2 V2• NAILS OFRAME FRAME (1)5/8"9 AT.R.(SEE N0TE*4) 4-.175 5090 &(1) 5/8'0 A.T.R. (SEE NOTE#4) - 500E (:CNFQ41 fIM1NFf.TM Nf1TF? 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/ BEAMS W(2)12d TOENAILS. 2. ALLTRUBS TO TRUSS CONNECTIONS ARE PROVIDED BYTRUSS MANUFAOTURER, U.N.O ON PLAN, 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE RYTRUSBES, SCAB ON FULL HEIGHT SYP & rxV TO TRUSS VERTICAL WEB W (2) ROWS OF IN NAILS 9 3' O.C. STAGGERED. 5. 12"MIN. A.T.R. EMBEDMENT ® CMU BOND BEAN U.N,O. 6. SCAB TRUSS CHORD W 4'-0"2x SYP #2(MATCH CHORD LUMBER SIZE) wl(2) ROWS 1 Od 04" FROM END 4'O.C. STAGGERED, CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMALCONNECTORUNDONFRAMINGPEAN 1, CONNECTIONFOR ALL ROOF I FLOORTRUSSES TO MASONRYWALLY LINTELSI ICF WALLS LIND ON PLAN 2 CONNECTION AT 24'OR 32.O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB12153.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSIICF WALLB/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT WTJ10F APPLICABLE) LAYOUT S CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLIBEAMSW(2)1W TGNAIL5 O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL BEAM OMINIMAL CONNECTOR UNO ON FRAM ING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIORIEXiI=qpR BEARING WOOD WALLS ANDDR BEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH-) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2, THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd 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 FEES 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 FOS. AN/1 B 1' rj I-0'I FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 E 5 rt ' F a P ,( nif y y Y pg �qp fam 1i '5Rowly • 4 Q : 'VISE U ; \40 K Q'? 'ti FLO • . "OFESSIIOaI� , g I co- Hit D �' '�Bm'gE4x O'5ry1O� W d uj PP i- T5 o s o Va ]q IU3E�a�v so H8 m Z- pli d a k o n o q a° Z ai eSo m H a �WWW.W.FDSENG.COM r/ 0 Z Z r2 O N < V I Z N If Wjl f7 � C ~ sV W u -M 0 W DOE 01 <0 N GO nAMC B.IPfMV41% FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULPBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 PORT ST. LUCIE IVI Job Information: O z(DLCI W 4 / m CL d z rl � n= Is � 3 M Do O JmU)(1) J LLI : V) Lo o LI ♦ Model Name / Number: 1480 ♦ I Plan Issue Date: Friday, December 17, 2021 ♦ KA PROJECT NUMBER: 21 1.0557 Sheet: 6 Of: ROOF PLAN B ° 2x6 #2 SYP P.T. W/ (2) W'AS" WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1 /2" DIA. x 8" 1 /2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. c SECTIONAL ® OVERHEAD DOOR WOOD P.T. #2 ;Ytilfllltt„"tr << • . p SYP 2" X 6" a: TRIM N °oF - •`1�,iV 2"x5' P.T. WOOD JAMB q rl y C 4 f''� i C " -/ N -, 4 DOOR AND CONNECTION PER 4 GARAGE DOOR MANUFACTURER GARAGE SLAB � ,, `a+, : �Y.,�� ,•' P TYP, GARAGE DOOR ••....,.^ '" <> % u TRACK MOUNTING DETAIL i4�� ijopES 1G, //r/rl.1/II„�„o.�• o 0 W T l6 V li MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. W N FH� sC13 00 P�i m r Q Am at a a EE @oUZm�fi a o. m BLOWN -IN R-30 INSULATION PER FBCwa� LL AND ENERGY FORM SUBMITTED WITH APPLICATION PROVIDE BAFFLES t?LF E a 12 F °C QPERMIT g f ao 3BLOWN-IN R-301NSULATION PER 12 AT EAVES (FOR VENTED ATTICS) "i"8g`a a F"$ »W �' a mF8C AND ENERGY f-0RM SUBMITTED ' FIBERGLASS SHINGLES DRad gBa12 W[TH PERMIF APPLICATION BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION)PROVIDE OVER APPROVED UNDERLAYMENT W '� SEE PLAN (FOR VENTED ATTICS) PRE ENGINEERED WOOD PER FBCR 905.Li.1 OVER APA» o 5 ❑ ❑ ❑ � �� ROOF SHEATHING - SEE SCHEDULE - � www.rostnc.ca" FIBERGLASS SHINGLES OR TRUSSES @ 24° O.C. [RSH] - ON FRAMING SHT. FOR TILE ROOF (PER ELEVATION) SHTG &FASTENERS. OVER APPOVFD UNDERLAYMENT PER FBCR 905.1.1.1 OVER APA Z o '; TRUSS ANCHOR (SEE PLAN) z PRE-ENG. WOOD O.C. ROOF SHEATHING - SEE SCHEDULE- [RSH] -ON FRAMING SHT. FOR --.. `-.-. , ,, a_ i-, — - — - SEE PLAN FOR Z \ Q TRUSSES @ 24" SHT'G & FASTENERS. , 5/8" OR V2" DRYWALL �; , BRG. HT. HIGH STRENGTH CLG BOARD "•f' ' ! I TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE •' FELT PAPER OR ETAL DRIP EDGE — vI Z N i i 7 SUBfASCiA 2X m A FACE TRUSS PLATE U 3/4" P.T. NAILER SOFFIT. SEE ARCH. - PLANS ! 5/8" OR 1/2" DRYWALL HIGH STRENGTH CLG BOARD ::zCURTAIN tMETAL DRIP EDGE 1/2" DRYWALL A NA[LlR ,i LINTEL BLOCK V R. w 0 r /1 ALL2x SiU 2X SUBFASCIA 1 x 4 P.T. @WINDOWS „ O.H. 8 P.T. S.G.D. W/ (1) #5 DIA. REBAR & 3000 PSI CONCRETE N �- ;i CONNCCT 1 x @ M SEE ELEV. m TO TOP PLATE WITH (4) I6d TOENAILS SOFFIT. SEE ARCH. PLANS PRECAST "U" LINTEL M N w W N E 8 { : �r':c� - - — SEE SCHEDULE r m 1/2" DRYWALL SEE PLAN FOR HEADER SIZE QNa am Qffi9P{< 15/32" OSB EXPOSURE 1 ON MAXIMUM OF (3) - 2X PLATES MAY BE 0'H' EXT. WALL W/ ALL EDGES BLOCKED. HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV.i. SEE TB13 FOR NAIL ATTACHMENT. FLORIDA CONTRACTORS LICENSE NO. CRCi330146 PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE 0 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. NAILS AT 8" O.C. ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI CONC. ALL LOCATIONS3000 GULFBREEZE PARKWAY SHOWN ON GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN N & FLOOR PLANSNDpTION (G.G TO VERIFY W/ FLOOR PLAN N DIVISION LOCATION: LOCATION OF OPENINGS IN W EXTERIOR WOOD WALLS. IF NO PORT ST. LUCI E OPENINGS ARE INDICATED, FULL VI Job Information: STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS.' VINYL FRAMED WINDOW WINDOW STOOL W/ SCREEN CEMENTITIOLIS DECORATIVE PER SPECS ^ PRECAST CONC SILL FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R4. 2X STUDS {SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL u PER FBC AND ENERGY FORM EXTERIOR FINISH - 1/2" DRYWALL MORE INFORMATION). SEE TB13 ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) R-13 INSULATION AT EXTERIOR FOR NAILING INFORMATION FOR. WALL SHEATHING. ppP��nON 1 x 2 P.T FURRING FIG. DOWEL DIA. REBAR ui O E IT IN CONCRETE - 25" j2 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTEDASE P.T. 2X #2 SYP. BASE PLATE w/ 1/2 $ A.B.B(OR 1/2" x 8" TITEN 1 x 4 P.T. NAILER EXTEND (ACI530) ABOVE > � co ,�. 4) ro m C Qj d�0 x SLAG. ALL LOCATIONS SHOWN 2a 3 tn WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN . . ; WOOD BASE _—� FOUNDATION PLAN FOR I— 3. V 00 a SEE FOUNDATION PLAN FOR TERMITE SHIELD SEE SLAB INFORMATION O J W FOR SLAB INFORMATION _ — _ _ _ TOP OF SLAB _ _ � TOP OF SLAB i ., -.,-— - — - Lfj 2 J m - 00 Model Name /Number: i , -flit t jL ,1 I r I GRADE u' I I GRADE , �ILti 11 I T 1480 )I t CLEAN r ill,,., COMPACTED III�y 3 N o : SEE PLAN PDR RE -BAR QUANTITIES .� � Plan Issue Date: �, .1 � I'll- �LL,� � Friday, December 17, 2021 SEIF FOUNDATION PLAN SEE PLAN SEE FOUNDATION KA PROJECT NUMBER: 16" Fog FTG REQUIREMENTS PLAN 2110557 -- Sheet: w w Of I_-`J TYPICAL. FRAMING WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-O" WS01 TYPICAL WALL SECTION - 8" CIVIL! 3/ m -D" DETAILS (2) 2 x 4 LAMINATIONS WA L) (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 NAZIS (D = 0.148'. L= 3') OR EQUAL (ONE 2', Lf 3EACH 1/2') OR ESIDE QUAL (D=EINTO 0 162",L= 31/T2IDE FACE) ' OR EQUAL 1)) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 4 1/2' LAC OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENFTRATL AT LEAST 3/4' OF 4) REMR TO NDS SECTION 15.3 FOS THE THICKNESS OFTHE LAST LAMINATION, ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. N OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 0 CONTACT FOR FOR SOLID W/ GROUT. (NO THER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - N0 REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL v.T.S. SEE GE05 FOR STANDARD GABLE END FRAMING — 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 I FALSE BEAM AT GABLE END STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM N.T.S PROVIDE 2x4 ON TOP' OF 2x8 TO BLOCK OUT TOP PLATE ATTACH w/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) 2x4 STUDS' PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED TOP PLATE TRANSITION PIPE OR DUCT w/ PENETRATION THRU TOP PLATE W/ MORE THAN 50%OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO MATE W 8d 2 1/2" x 0.131 NAILS REQ'O. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL ROWS 12d @ " O.C. UBLE 2x4 TOP PLATE 2x8 STUDSi PER PLAN (SIM. w/ 2x6 STUDS) 12d P SPLICE 2 ROWS 12d @ 3" O.C. OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. -BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-W * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT N JACKS� REQF AT PENINGGS OPENING 2 X 4 WALL 1 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) 1 (2) 101-0" - 16' 1 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U. N.0.) OaFN� * *HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" C/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN P.T. SOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. I I I � OPTION A SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO SIMPSON HUC410 — BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE &CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 1/2" OSB FLITCH PLATE — REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN SECTION A -A SCALE: 1 1/2" = 1'-W R BEAM SIZE & SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — EXT, OUT BEAM TO SUPPORT TRUSSES IF SPECIFIED ON PLAN � I , I , � I , , I , 46T'-iON B A�A SEE PLAN FOR TOP OF BEAM FOUNDATION V FOR MORE INFO KD1-jL__SOMIVION BEAM ATTACHMENT I N.T.S. t p $:.- r�e 1Wf4 ?�O \`,`\```\x SE JCj N N e SPA Ea TA 'rZ7ONEISS10 0 T li a ,2 w is to n m W m i�Se (Iffi I-xu �"" OuJJ JLJf gg 1 08 q a a*9 ffi iANmv �° a uj '700 q m �+i3 f9a-dm§ O 4 LXdr t15 Z a »S? W. w s.� � zar^.. Fig d a CI k otl m 9 o D: In 0 ^ 5 V ? N Nm'�'a ❑ ❑©❑ //��WWN.FDSEl4G.COM —Z 0 0 N (NI a J N a � Z N 04 I rz � Y •U w c �m U)) D u ~- s vj ' DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Information: `Job /M 1..1... 0 I— z �Un W O� Un 00 M a CL m In z D- F•-D a Q J W m o J �] u) u) Ln L` Model Name / Number: 1480 VT Plan Issue Date: Friday, December 17, 2021 KA PROJECT NUMBER: 21-10557 Sheet: 3 Of: TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH1 SAME SPACING AS BOTTOM CHORD LATERAL BRACING _-' , SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN (MIN. RRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 450 ' MINIMUM 2"x4" 8d NAILS @ 4" O.C. F> 9" CONT. 2X4 #2 SYP W/ (2) lOD X 0.131 @ 8" O.C. EA. SIDE CROSS BRACING WALL AND ROOF (SEE PLAN FOR L . SHEATHING SPECGFICATION5SEE 3 LOCATION) ` BLOCKING ' � , 9.x4 SYP L BRACE FOR 2x4 SYP OR SPSC FROM R DGE GABLES L B TO 5 OR TALL. THEN 48" O.C. AFTER. NAIL W/ G B GYP - A FOR 3-12d @ EACH END & @ GABLES L BR AND TALLER. CROSSING AT45 ANGLE. " ATTACH L BRACE w 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA1O GABLE TRUSS / �. (NOT REQ'D WHEN GABLE IS 12d NAILS @ 4" O.C. _ RACE CONNECTOR FROM.. CONT 2x4 SYP OR SPF SPANNING (4) DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. �,,, TRUSS BAYS (8'-0') NAILED z.. _ (3) 12d , I - W/ 3-12d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS PER JOINT 1ST 4 BAYS) TO TOP PLATE w/ _ 16d NAILS @ 4" D.C. 2x8 T. PLATE 1/2"x8" ANCHOR BOLT ` - "J im t CONTINUOUS LATERAL BRACING- � _ , 2x4 SYP OR SPF BLOCKING J i--- 4 BAYS AT 48" O.C. MIN. - NAIL OVER X-BRACE AS SHOWN- BETWEEN TRUSSES @ 48' KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR TRUSS w/ 3-12d NAILS EA. MASONRY WALL SYP w/ (3) 12d @ EACH END TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE T013 FOR ATTACHMENT TRUSS w/ 2.12d AND 1 OVER JACK TRUSSES, SEE TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON 1/2" TB01 TYPICAL CROSS BRACING DETAIL N.T.s. PLAN ��`\\\ `\ p)...... �� 10-10dx11/2" NAILS ; FASTEN (1) SIMPSON HGA10 ••,..•• @ 48" D.C. w/ 8 1/4"XS 1/2" SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS PROVIDE 2X4 MIN, BLOCKING AT NAIL TOP OF US �; C-) �� ••' ; END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d v ; V W ; CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ „. cr C '�S" 2 BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. lOd x 11/2" NAILS _ NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE CHORD �F O �• P TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAPTRUSSBRACING GE01 GABLE END BRACING N.T.S. '°aq�RQFESS\ Pr'r11 lA 1! Ip4\\ A WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP o A _ ___ TRUCTURAL PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING FUSSES HIP 12d NAILS @ 6" D.C. MAX 24" $PAN (EITHER G.T SIDE OR BOTH IF REQ•D) (2) 12D NAILS MINIMUM (3) 12d F o _ N ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR S,1 00 ro SHEATHING SYP TRUSS BRACING u�i m * SPACED AT 10'-0" MAX F c W 2 F SEE Ell PLAN W 2X4 BLOCKING cn n BETWEEN TRUSSES 2 a HIP TRUSS A V s n'g 0 S CyF,LT A -A N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) )4g m TB03 HIP /RIDGE BLOCKING DETAIL N.r.s. wr I� `'' �� m m J k Ek x i� o y a sd� = o H � m'a� ° WWIN.FlJSENG.COM ❑ ❑ ❑ Z g— o Z C) .D TRUSS NOTES: y 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 cn (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOFSHEATHING IS APPLIED, AND C BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT Z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M N TO SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY of LL CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT M EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANYONE TRUSS. O 2. ALL BRACING (DB,CS,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL V LATERAL BRACING SPECIFIED BY TRUS5 MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. Q n�� 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. w �'J 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. N c ; 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. M SEE TYP. TRUSS BLOCKING DETAILS — N E s SHEATHING c $ o Q 3 T04TRU55 2X4 Ao bid S SHOWN I[1 �.� Q N ALTERNATE TRUSS SPACES DIRECTION A DAMS HOMES RU VERTICAL SCAB 2X6 #2 SPF 4W O.C. SEE 12)- NAILS W/ (4) 12d TOP &BOTTOM OR H5 SECTION TRUSS TOE TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF (4) SOD B$ REQUIRED RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OUBLETOP °DueLE SCHEDULE FOR SHEATHING DETAILS PRE-ENG. TRUSS PLATE SECTION B-B TOP KATE VARIES ROOF DIVISION LOCATION: s�P � SLOPE PORT ST. LUCIE \ , / ♦ Job Information: CONY. FRAMED RIDGE \ \ 2X4 SPF BLOCKING / MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ \ BETWEEN TRUSSES (4)12d WHEN IT LANDS SPF 4W O.C. W/ (4)12d / NEXT TO PRE-ENG. TRUSS TOP & BOTTOM OR H5 OR \ \ @ 4'S" D.C. MAX. 2x8 W/ NG. NAILED EACH \ / / SIDE IR D 12d NAILS WHEN HCLR/LLREQUIRE IN PLACE R (4) 12d GREAT \ REQUIRED w/ 12) MT512'S REQUIRED RAPIERS GREATER B THAN g.p" \ \ 2x4 SPF BRACE / @ 48" O.C. - NAIL W/(4) COLLAR TIE \ \ 12d AT EACH END & O EVERY 3rd \ \ ALTERNATE DIRECTION SHEATHI RAFTER \ \ 2X4 BLOCKING OPRONAG BETWEEN CB BEVELCUTS ° Z TRUSSES W/ (2) 12d NAILS EACH END, CONT. EACH BAY / / TRUSSES Uj o B 2X4 SPF W/ (2) #7X3.1/2" / / SEE PLAN �. M WOOD SCREW EACH TRUSS ALTERNATING DB OR H5 0 48" O.C. / / / / > a Z 3 LO U BLOCKING PREENS. TRUSS \ • W 00 a CONT. ROOF SHEATHING AT TRUSS TOP N STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / �-•� SIMPSON A34 OR \ \ / / V J LrV^ �/� L0 O SEE PLAN FOR CONNECTION (USP MP4) @ \ \ / / ""� V) V) B 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2X8 82 SYP RIDGE BEAM 2'-O" ON CENTER \ \ / / TRUSSES W/ (2)-12d NAILS C� AT 8'-0° TRUSS \ n , 2X4 SPF BLOCKING EACH END MAX 2x8 RAFTERS 0 2'-O"O.C. Y BETWEEN TRUSSES ♦ Model Name/ Number: MAX. W/ (3) 12d COMMON @ 24" O.O. MAX.W/ TOENAILS TO RIDGE BEAM / \ (3)12d EA. END (TYP.) 1480 WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / •\ (SEE PLANS FOR TYPE) CONC. MASDNRY 4 FT La D.c. MAX w (3) 100 SEE PLAN COMMONN TOE NAILS TO RIDGE BEAM VF Plan Issue Date: 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT 1/2" SPACE Friday, December 17, 2021 TYP. WOOD TRUSS BLOC?�ING A -A ALTERNATE BLOCKING V1 KA PROJECT NUMBER; @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21'10557 2x4 S.Y.P. Sheet: Of- @ 16" O.C. TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. T615 EXTERIOR NON -BEARING WALL DETAIL N.rs. ROOF FRAMING AND BRACING DETAILS Manmum Fastener Spacing (Jambs, Head and Sill) d FN THERMA-TRU INSTALLATION KEY Dlf FERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. ptn r„ SPA EVE 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE 'A ✓E l Y % e SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. o -}----TOP OF SLAB — — — — — 00 Z 1 Ir I o a d o O z I ' a r-- 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. m SPACE EVENLY aid s ro use NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING Ni 3/8' MIN HEADS. 6 PER SHINGLE. ea � Uc4atn`Fn R�4ov 6w`GpO12sAtn So C °�se ceVsa tee ndCe c / valley centerllre " SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY 2TICAL WALL ENTRY TEXTURED, PAINTED EXTER. WALL FINISH 6" X 6" H GALV. RASHI NG CONI ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM of 6' A VERTrAL RISE OF AT KNEEWALL VI FLASHING DETAILS NOTE' THIS DETAIL. IS REQUIRED Fu,SSH INGL/J1 AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2X (DEPTH OF W'DOW NtA 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 o DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 1112' MIN. EWDAa EN C 2X WOOD F9' "E /'' +8 WOOD SCREW BY OTHERS BY OTHERS D.A. WYWW' HEIGHT EXTERIOR, INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S THERE SHAI OF CEMENTI BE DRIP E01 AMAXMUM ASDETERMII Ra0124.3 B THE MEAN mm), DRIP E pM Wum Wall Framing: #2SprucelPine/Fi1 or Belle, x 1-1 Screw dthe on a/Ilasyrorig /prRaadMp hpes as slllparla sastated MA57MfZIt?-0]. Npwever,d (lwfldMq typg, M? UP to Ma and sear to ecte t" the pr"a1"Altadatrod otthasa/Mms. I! BefpfP. mstadln9 Yoor wind., me bubble wrap may M peeled back for{nspepio:I, but please ra s91M the w protect rile blocks Irom scratches and other damage UAW mnst LOW Is =Plete- Minimum PMebtaon 1-3/8' Placing Beatl- Cross Section V kw ti Mnimum ' Silimne Exterior steaming Step 1 Measure to be sure the opening is 318`b ll2'largerNan the window aloe both veadeally and horizantalH•. " you may wish to predrill INS irstaMd(n holes in the fin at this tare. Devi me holes in ded�o as are mat Step 2 Apply a generous bead of 511100111 to the backside of the mounting fin, Use enough Above to sWfickwdy fill all voids between the Mn and rile wall sheatl . Step Itsertthe window into the opening from the outside, The window ls labeled"inside"and"outide", but Intese labels have been rema+od, the a basil should ahva be fo the Inside of the bulks . Step 4 Install shims under fie sill, adjusting them uma the Is* s plumb m the opening. Shims should be Installed under the sill every 2 feet. The Window should be baskal �terad m the with no more than Or between the Window and wall tram' . Ste 5 Install a$10 x 1-12"screw 4"from the comer ofthe fro at each end of to head, sill and bond i Step 6 install the remaining fasteners In 8" bxrements from the corer scrams to the center of each hmne member. Use care not n over- wildenthe saevrsand PUd them through the fin. Also, make awe the SoaWS go in straight and tla not cause the homerobow. Wall funding should be a minimum of#2 Sprimep avFa. Fasteners Should be $10 screws of sufficient length to achsve 1.31W penetration into the wad and no less than ur from edgeof haml Step.8 If Oeshotl, a foam Insulation can the applied to de mter(r Said between the WNtlov and wall limning. if apDl must NON EXPANDING TYPE FOAM. Step 9 Since tlrese, wkdows are typically Irad la rooms with high mdsture; ie; bathrooms, ft s remmmer ded dot the Interior Pp between dad window and wall Naming also be sealed Wo silicone and rude] so as not ro Warfare wit) tin installation of wallboard file or trim. Step 10 Once all construction s mmpkte, remove the bubble wrap from the Inside and outside of m e window. If necessary, dean the blocs with a red deat"emand warm Water usim a soft dour. Failure to follow those procedures will void any and all warranties. GENERAL NOTE:{ Q�r h 3- SEE TITLE BLOCK2- SEE ELEVATION 11YFOATION' itta I Affidavit Building Address: Contractor: SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION uP,uc IKO Industmes, Ltd I Cambridge AR 1St Choice COUNTY APP. ROOFING VENTS: DADE Florida Metal COU NTY APP. Products,Inc. ROOFING UNDERLAYMENT: 1st Choice TAMKO B( ILDIf PRODUCTS LLC PANEL WALLS: NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ASPHALTSATU RATED ORGANIC FEL >tU C 0 w ti s$W O t- D0 5 ?mf w W r- SO .9 Zd w 00121 m�s a a a1 w Y Approval# `gig ��ZRam z M o $eraRME 3 ° �sa�Ismw� z O FL30310.1 w`Stw "&11W ; ,catzN a a Ln Z ai AWIA TDSENG.d0M ❑ ❑ ❑ I mlvu anrwrvn nwruvu Ivna, FL21580MAX,.1 R-2 U w z z Z g O o VENT SHALL BE APPLIED AND IN ACCORDANCE WITH FL12328-R9 Q y �nP,nea THE TAPCO GROUP INSTALL PER MANUFACTURE INSTRUCTIONS VINYL SIDING HUBER ENGINEERED ZIP SYSTEM INSTALL PER MANUFACTURE INSTRUCTIONS WOODS,C ROOF SHEATHING HOMEGUARD BUILDING HOMEGUARD INSTALL PER MANUFACTURE INSTRUCTIONS LO— rl1 Z N Ln 0 OD FL20403.4 kau.ra Q)V) v — C: 4GO d 0 U _� O m w i C Ul c o I i 1°a FL17146 R7 CCRR-1092 Overhead Garage Doors: ro 3 N £ 1st Choice +30.0/-30.0 CLOPAY 16W� 2"x6" P.T. WOOD JAMB WITH FL16546.8 ap 53w5 (5) 1/2" DIA. x 8" "J" BOLTS - 1500 9 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.84 U o a Swing Doors: a No a Qm 1st Choice +67.0/67.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 THERMA TRUCORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 ® DAMS HOMES +67.0/-67.0 aaa„s�wsl� FIBERGLASSQQO8FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16' O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 THERMATRU FL20461.2 Sidelights PLAT PRO FL15215.2 3000 GULFBREEZE PARKWAY n GULFBREEZE, FLORIDA 32563 SlidiDoors: MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: 1st Choice Alum. r inf r ed MI WINDOWS & DOORS SERIES 440 BUD FL15332.12 PORT ST. LUCI E n Alum. reinforced V1 lob Information: Windows: +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Sin le Hung (fin) ANCHOR WITH MIN. I A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) FOR INSTALLATION ONT TH. TO PROVIDE 5/8" MIN. EMBED. INTO N THROUGH 2x BUCK USE 8 WOOD SCREW OF FL 17894.2 _ - +50.0/-50,0 MI WINDOWS 3540 SERIES SUFFIENT LENGTH TO ACHIEVE lJh" INCH MINIMUM EMBEDMENT FL17676.2 qua—/ Single HUng(fln) IN WOOD SUBSTRATE. 0 MI WINDOWS 3VO SERIES Singl FL17894.4 Hung (finless) frame 1 _ Mullions: r M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE O 1st Choi e MI WINDOWS Mullion 3 6" TAPCO NCHOR WITH SUFFICIENT LENGTH TO ACHIEVER 1ih 18504.1 0 on IM-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WfTH 1" MINIMUM FL 1-5804.2 LLJ y m MwIlion EDGE DISTANCE i ,�. M ) o. Fixed Glass" �' °�° a ? In +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR 1st Choice WITH MIN. 1?4" EMBED. TO ALL FACTORY DESIGNATIONS FL18644 R6 U p 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: +66.0/.71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction 1st Choice lana Plygem / Variform Ptygem Double 5 1 Double 5 standard (vinyl) 10" Double 5 standard standard v1n I sta lea solid 144 vented -145 Hurricane Panels: Dade County App. ALL AM RICAN 24" Ga. 24 GA. STORM PANELS 1s Choice SHUTTER &GLASS S eras 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: - Fl. # 87864 Name: Certification Number: -- ~ps•kA� L1J M W I;n V J Model Name / Number: FL16503.4 R5 3.480 FL12194.1 FL12194.2 planlssue Date: Friday, December 17, 2021 FL16293 R3 V KA PROJECT NUMBER: 2140557 Sheet: Of: S-5 MATERIAL REFERENCE. INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THESE E)ETAILS ARE GENERIC AND MEANT TO SHOW FLASHING E Q U I R E IVI E N 1 S NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER& WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS R703.1 General. Exterior walls shall provide the building whir a weather -resistant exterior wail envelope. The exterior wall SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. envelope shall include flashing as described in Section R70:4.4. WEATHER WINDOW UNIT /' R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the / RESISITIVE BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as LTA,PE EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. 0.3 in :12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 an: : 30.5 cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from hales and breaks, complying with ASTM D226 WALL BY 6IN. UP JAMB 5'. USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS for type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No, 15 wrnrn,I OR EQUAL WEATHER PROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WEATHER SELF -ADHERED FLASHING EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-mslstive hauler manufacturer's Installatlon Instructions. The No.15 asphalt felt or other approved water -resistive RESISITIVE CEMT. FIN. barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS PER FBC-R (CURRENT EDITION) 703.7.3 manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where (SEE DETAIL WP07) applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least SELF -ADHERED FLASHING 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: RIM JOIST to the water -resistive barrier is directed between the layers. t. cut, fold up &tempo adry secure weather Refer to the number marked as ® in each detail that corresponds to the r resistive barrier above header to allow for flashing installation numbered Items in the list. of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 7 �,'_ ; j � ,. � ,r" r 'a ��m'' 2. resistivebarrier Self-adhered flashing plus head noshing under weather BUILDING greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater resistive barrier 1 t PAPER 1. Install self -adhered flashing in order as shown by numbers .absorbing layer or designed drainage space. . ){ of e 3. Fold weather resistive tamer tack over Head naming and 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 8 (�2 3. Self adhered flashing can be substituted for building paper 3( a 4. Split the release paper using the ripcord (Split release on demand, Raskin Flashing. Approved metal flashing, vinyl flashing, self adhered membranes and mechanically attached flexible clashing shall be applied shinglefashian or in accordance with the manufacturer's instructions. Metal flashing shall be b ;, 7 .i Scale: Nrs SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluki-applied membranes used as flashing shall be applied in accordance with the manufacturer's Scoria cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of SELF -ADHERED FLASHING SELF -ADHERED FLASHING \/�/P ®� W PO 3 g water to the building structural framing components. seifardhered membranes used as flashing shall comply with FLANGED WINDOW WPM EXTERIOR DOOR WITH DECK - SECTION A Y Y CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER NS or adhere to substrate using a square piece of flashing material (6" x 6" with 812, or other approved standard as appropriate prriat forathe typerof sealant. Fluid -applied memumnesnus used flashing in \\\\\\\�OW N EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) •,,. ADHESIVE exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved �`\\ 0" 3J4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6..Fold as shown by arrows flashinge shall be installed at the following locations: � E r EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angie of corner may vary, adjust folding of the flashing accordingly to fit ••. •• dui. FLASHING, SEE SELF -ADHERED FLASHING r` THRESHOLD OF DOOR AND RETURN tight to comer = _J • G c z ? FLANGED WINDOW 9 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the UP JAMB 6". USE LIQUID NAIL BRAND (SEE DETAILNDOW REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING 8. Mechanically fasten as necessary exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically = : -/ O, LETTER ON CHEMICAL SCORED ZZ 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 mom of the following: P U " G, ZZ r (BEFORE FOLDING, SCORE .......... SELF -ADHERED FLASHING, 'r RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the f�,., 7}•+'v- P \\� SELF -ADHERED EXTENDA MINIMUM 6" noHeslvE As SHOWN) FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing .�,�aR O FIE \\\\\ BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wail finish Or to 7//frrl f 1111111 e MECHANICALLY FASTEN AS the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection o a a Q NECESSARY IN CORNERS THROUGH at the head and sides. SECTION -A NECESSARY EYED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) 1.3 In accordance with other approved methods. SELF -ADHERED '� \ 1.4 In WDMA 300 or FMA/AAMwith A/WDMA 400. A/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ u- FLASHING v 2 s tJ 2 projecting At the intersection ern both sides under stucco copings. onstruetion with frame or stucco walls, with SELF -ADHERED FLASHING NAILING FLANGE -I Q 4 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS �J 6 4. Continuously above all projecting wood trim.10 DO NOT FLASH OVER UNDER DECKING U BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 2 g m'sC B e Do re FLANGE S. where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. '_ = u5'1- a * 6. At wall and roof intersections. " s aSELF-ADHERED FLASHING ®A SELF-ADHEREDFLA:iHING \/�/p®� SELF -ADHERED FLASHING WP06 WP �F' V V r" s s"�HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 7. At built -In gutters. a °N -ofeggdow3 t�SELF-ADHERED FLASHING�„�'sfil$DECK PROTECTOR SHEATHING , T'".�`, ' : ', 7/8"Cement Plaster 7/8" Cement Plaster s g- o N o in accordance with in accordance with Z a o 0 ASTMC926 ASTMC926$ W WWW.FDSENG.COM SELF ADHERED v Felt backed metal - - - FLASHING PATCH '+k Felt backed metal O ,.m. ,.... __ mac. lathe in accordance lathe in accordance r with ASTMC1063 with A TMC1063 SELF -ADHERED FLASHINGPaper ZBu.Idig DECK PROTECTOR BuildingPaper Z g o ¢ J y� A z : 7/16" O.S.B. a w V 7/16" O.S.B. sheathing - m sheathing z n Keep top edge //�' V1 C� I.i DOUBLE yx - ,' ,. Metal g 2" below toweep reed off JOIST , ...,ti..-`-� ".�`----..¢`yes, Flashing SINGLE 7 � 1( JOIST SELF -ADHERED FLASHING " x, ,. - �' , P , ,r FI SELF -ADHERED FLASHING 1 .�- � 3 1/2" block n ,.. a�. c,:w Unperforated 0 3^ MIN 2' Fla ge 7/8" cook bottom ��// twit w m 4 s Weep Screed joint only (Z U J N E -rvt% L O O , I 2 5 ,�, ..� �" Maintain Metal Flashing g Bottom of 3-1/2" Unperforated x o n x W ®� Weep Screed Flange 7/8" Wee Screed O o v D W P 07 SELF -ADHERED FLASHING low P ®V APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ' 1 1/2" to 2" g P c " o SELF -ADHERED FLASHING o ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1/2"Cementitious ¢ r" 0 0 QIm \HO.8362x;DECK JOIST OUTSIDE CORNER INSTALLATION OF THE BUCKIRECEPTOR. Above Roof Sheathing Decorative Finish DAMS HOMES Moo b • • o, ___-___. All inside and outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 o. / need to be miter 3000 GULFBREEZE PARKWAY EXTERIOR WINDOW UNIT 0• cut and caulked all r °, o•, GULFBREEZE FLORIDA 32563 CEMT. FIN. Cement Plaster •'g,°,, .x butt joints need to BUILDING PAPER in accordance o,m. becaulked using DIVISION LOCATION: SLOPE SLOPE with ASTMC926', Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd PORT ST. LUCI E 0.3 in: 12.0 in Li (0.6 cm: 30.5 cm) (0.6 cm: 30.5 cm) floor V1 Job Information: (0.6 cm: 30.5 cm) _ SELF -ADHERED FLASHING '.. WIRE LATH SELF -ADHERED FLASHING ~ -- EXTERIOR CEMT. FIN. G BUILDING PAPER WIRE LATH 112" Cement j Plaster Finish 7 0 0) SELF -ADHERED FLASHING G• o LO Block LL, n m m 2 1/2" Perforated \ 1-1ro 4 a WIRE LATH �' 6, Flange 1/2" Weep /a w a Screed %p > BUILDING PAPER Cement °• L. (, m GO D- BUILDING PAPER Plaster O J LLl D m t over block J m (n xn u- 1stfloor EXTERIOR Install bottom WINDOW UNIT CEMT. FIN. Slab edge of weep • Model Name Number: screed 1" below 1480 finish floor ® Plan Issue Date: Al� OPTIONAL DETAIL Friday, December 17, 2021 ® KA PROJECT NUMBER: Note: 21-10557 3 3 ® The building paper and metal lath DETAIL Sheet: ® of must be Installed over the top of WEEP SCREED 1r" SELF -ADHERED FLASHING \n/P ® SELF -ADHERED FLASHING WP SELF -ADHERED FLASHING �] SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD Y Y CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL W II� the Weelj screed. WATER PROOF DETAILS 511 bath duct to roof cap w/ standard cfm bath fan dryer wall cap 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL Ha dS 12x6 1wcd L Gt3 90 r-1 12xl 2__r'T 5 8x41 1 d 60 LAUND, W-D CI.G 55 1Ox6 1wcd voi i CiG- rnn m' 4Bas., -.-t- LY EQQM YLTD CUL 148 lwcd 215,r' 9" �BxlB fbrag 6' 95 1Ox6 1wcd Am CL& — 6x16 rag I ! 14' 1cr 1 2" 90 I 1Ox6 lwcd_ H.1�,A 3GYJCUY� G'F N3GJOUc :3',"GY71 1!Hai TmTo�r.3: .P-Aj --------------- CLO F1 01:3TTtk= '9'9P 2_-QAR_Q,iiiAQF. 8' cS;. 30l- HW sa9arr3�=.c HOOO }D 3YLi '-.___.... .... ...... .._.._..._.. _...... __.. _.. ... . ..-._-__---------- License #CMC1 a_49777 m DIU i�• t;LG. 55 1Ox6 lwcd aoo� '` {{ R':iG. 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—M1602.4 balanced return air. EXCEPTIONS 1-3 00 �L.S21�.1 BEDROOM 160 12x6 1 wcd Bx4 20 s GIS. 90 1 Ox6 1 wcd Must have a minimum clearance of 4 inches around the air handler per the State Energy code. bath duct to roof cap w/ standard 70 cfm bath fan FLOOR FLAN ALL ELEVATIONS All duct has an r=6 insulation value. AREA CALCULATIONS i9i F-00r-' 148: S.F. TO -AL iAL'IN'G ;AC) 1484 S.F. GARACE ^------- -. _____397 S.F. -WEREG ENTRY ('SASE) 23 SF. COVERED PAW/i.ANAI TOTAL ARF.S UNDER ROG= 1v1A S.F. Rating 5 s s 0 � 0 � < 0 s Cn m Z ��.U/ w (J7 ZLU 0 O C.n Iy LLB W U) Q Q < a cv d O I gym., o N L1J �_ Z Z ® W Q i-- m < -1 0 D < � U_ ��y W nn 1._L —i � i./ J / Q