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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDDS, INCLUDING SOIL APPLIED PESTICIDES, BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPNOVED 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 AS I M C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE, R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED, R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. SI R703.7.3 WATER -RESISTIVE BARRIERS. S 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. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE 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 596AIR 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 A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP CELLS SHALL E SECURED I PLACE BY REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS &FILLED B E N USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F^ OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM. C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. ILL CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC, SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CAB 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/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. F 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION 0 26% ) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPUFT 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 7017, 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 ARA 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 I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PE TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 1 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) i COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM. CHORD DL 5(PSF) SPECIAL FLOOR LOADING G ROOM GAME 60 (PSF) C OMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS PSF 60 (PSF) STACK ROOMS PSF 50 1 (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 E d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION N 0 AT ANY POINT ALONG THE TOP. I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® 5O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) 24.8 0 (-) 27.1 (-) 31.1 � Qa (+) 23.4 (+) 23.4 S00 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS SOFFIT 9'-0" x 7'-0" 16'-0" x7'-0" (-) 51.3 (+) 24.3 (+) 23.3 26.0 GENERAL PRESSURE MOTES NOTES: 1.. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 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 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 C R MAINTENANCE. SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DIP -TAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Desl g / g f these o listed In the titleblock Ineer ner En ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO S INDICATED. 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED Ap revent error. The Builder and all subcontractors are required to eq THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIORT APPLYINGHE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations Designer Engineer DUBOND undetected and not reported to the / prior to 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). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EDR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE Construction. All Construction MUST be in accordance to the information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 21/4" TRENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED To, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE _ F C R ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EF E TSTHEREOF FOR W E Q information found in these plans should be directed to our Quality 'll S THAN 1720# . IF CORNER STRAP IS UPLIFTS LESS THAN 860 LBS (USE 2 MTSM18 FOR UPLIFTS LESS MASONRY AND 7 -Sod NAILS TO TRUSS FOR U ( ) SO ( ) MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND {5) 1/4^ x 2 1/4^ TITENS ONE EACH SIDE OF TRUSS. TO PROTECT WITHOUT LIMITATION THE RESIDENCE CO S MATERIALS, OR EQUIPMENT,FROM MOISTURE MOLD FUNGUS FIRE THEFT VANDALISM TRESPASS OR ANY OTHER N TRUCTION SITE MA Manager Assurance Ma a immediately. No backcha es vn be considered ag Y rg for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 3�00 GULF: REEZE P/\RI:(1/�1;�\Y CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. AMS HOMES Of Northwest Florida® 2uaAfBN rt', ".,rr: �a�etlat. Il.�LU1}d G3rJ9C3a 2205.C;0?ft t; � 3 ���,�%4 F` OWN/ , 4 SE J j '.• r3 oQ` 1U ���°fp�QROFE5ST0_ Q� �41 9 �BmI; - ��TpA7 8m_o o"y�yaio. aA€dy WaOrxi ex°ha•- lm`�ore 0"�1 V" W. MK 4 20 life it p US 9�9 W il t0l7 �4a ❑ ❑❑ F WW14.FOSENG.COM Z M - o g z 0 N ¢N Z QJ "S a y 2 N V) M Q) m M1 w c V - 1 0 w W L 0 � •� ^' I� L x •, U � C) o � v � Q N O FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GU LFBREEZE PARKWAY G ULFBREEZE FLORIDA 32563 I I PORT ST. LUCIE IVI Jab Information: ry O z Q o 0) LIJ cO 14 M M o M F-�Um CL 3 > o d a I0J LL] z m o " _jM0U) Model Name / Number: EEM VI Plan issue Date: Friday, December 17, 2021 VF KA PROJECT NUMBER: 21-10562 Sheet: 1 Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPUFr MARK SPACING SPECIES CAP.(00 TOP BOTTOM NO BWl i6• (2)16d TOENAILS (2) S6d TOENAILS SPF UPLIFT SP2 W/ (GI SPi W/ (%lOd BW2 16• STUD, (6) SOd PLATE STUD, (4)10d PLATE SPF 402 BW3 is" (2) SP2 W/ (6)10d (2) SP7 W/ (6)10d SPF 803 STUD, 6 1 PATE STUD, 4 10d PLATE NO BW4 16" (2) led TOENAILS (2) led TOENAILS SYP UPLIFT BW5 SP2 W/ (6H10d SPi W/ I8).10d 16" STUD 8 IOd PLATE STUD 4 SOd PATE SYP 439 (2) SP2 W/ (6)10d SP1 W/ IBM Od BW6 18" STUD 6 SOd PATE STUD 4 SOd PATE SYP 878 NO BW7 12" (2)16d TOENAILS (2)led TOENAILS SPF UPLIFT BW8 SP2 W/ (6}20d SRI W/ (6),iOd 12" STUD, (6) 100 PLATE STUD, 4) 1Dd PATE SPF 535 BW9 (2) SP2 W/ (6)10d SPl W/ f6}SDd 22. STUD, (6)1Od PATE STUD, (4) SOd PATE SPF 1070 BW10 12" (2)16d TOENAILS (2) led TOENAILS SYP 0 BW11 SP2 W/ (8)-1Dd SR1 W/ (8)-10d 12" STUD, 6)10d PATE STUD, (4)10d PATE SYP 585 BW12 (gyp 26)10d 12" PLATE STUD, (4)100 PATE SYP 1170 FB-W-131 NOT USED OUBLE 2x TOP PATE TOP OF _-_ _WALL.- SEE PLAN 1MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2X HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/SS FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFOG CAN MASONRY WALL BE IGNORED. 0 CONNECTION INFO o o 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'•0" SCHEDULE ABOVE F.F. --SEE FOUNDATION - PLAN FOR MORE 2X P.T. W/ 1/2" AA ® 32" O.C. W/ 7- INFO EMBEDMENT OR 1/2- A.7.R. W/ SIMPSON SET W/ SW-- SHEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN. -. REQUIRES MIN ALT.; SIMPSON 1/2" TITEN HD 6 32' O.C. 7/18" OS8 PLYW'D w/d AT WOO W/ SAME EMBEDENTNAILS 8END N FI AND EDGE. SEE GENERAL NOTE 8 BRG. WALL DETAIL RAND GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2X4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 UNO ON PAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SPA, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PACE FOR THE SPI AND SP2 INDICATED IN SCHEDULE ABOVE CO -V ON TO IGNORED. SEE 5 " S SECOND BOOR BASE N E . Ir'BW 1 INDICATED TI INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO TE WFOS/83.1 INDICATED FIRST BOOR CONNECTIONS. (NOTE: IS FOR 2 STORY ONLY) FLOOR C N LL AND R ISCONSIDERED AND REQUIRES MIN. 6. IF"SW' W" INDICATED THE WALL IS DEREDASHEAND AT 4' ED 7/]b" OSB PLYWOOD W/ 8d NAILS AT 4' O.C. INFIELD AND EDGETO (1) SIDE OF WALL S 7. ALL 2X EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLB SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND SPADE 8, IF THE BEARING WALL 16 INDICATED WITH THE BW1, BW4, DW7, SMO THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUUS ARE TOE NAILED TO THE PATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPl/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PATE TO ACHIEVE THE TABLE LOAD. 10d- 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(LD) C7 (3) 2 x4 #2 SPF (4) - led TOENAILS 0 DTT2Z W/ 1/2' WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS O (3) 2 x 4 SYP #1-OR- (4) -18d TOENAILS O DTT2Z W/ 1/2" WEDGE 2145 (4) 2 x 4 SPF #2 ANCHOR- & (8)1/4" X 11/2" SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8' ATR*' = 2�2605 SYP POST & (12) -16d NAILS 6 P.T. #2 ASU66 W/5/8-ATR** 0^12000 a6x SYP POSY &(12)-led NAILS U-2300 8x 8P.T.#2 ABUSE W/(2)-518"ATR*• 6=2,1335 C7 ET] SYP POST &(16)-16d NAILS U=2320 3.5 x3.5 P.L. 1SE Fb=2400 PSI HDU5-SDS2.5 W/(14)1/4'X 21/2- SDS WS & 5/8' EPDXY 56" (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HDU63DS2.5 W/ (14)1/4" x C9 1.8E Fb=2400 PSI 21/2' SDS WS & 6/8" EXOPY 5645 IWOUMANIZED IF EXT. ANCHOR, OR ATR*- C10 3.5 X 7 P.L 1.8E Fb-2400 PSI HOU&SOS2.5 W/ (20) 1/4' X 21/2- SDS WS & 7/8' EPDXY 6970 (WOLMANIIM IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDL18S082.5 W/ (20)1/4" x 21/2" SDS WS & 7/8' EPDXY 7870 (WOMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU95D52.5 W/ (20)114" X C32 1.8E Fb-2400 P51 21/2' SDS WS & 7/8" EPDXY 7870 WOLMANIZEO IF FJCf. ANCHOR OR ATR4** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. SAID PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SRF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4, MINIMUM BOLT EMBEDMENT: 5- EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/8' ATR 6" EMBEDMENT FOR 7/8' ATR 5. IF [01 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 (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vb. GUN APPLICATION NAIL DIAIENGTH NAIL SPACING 8d 0.131" X 2'A" 0.131' X 2 %* SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148' X 3' 0.131" x 3" SEE PLAN BLOCKING & TOE 0 t.48' X 3'A' 0.131' X 3 A4" NAILS & TOP PLATE 12d 0.148" X 3'A' 0.131• X 9 "A" 8' O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL) CORNERS TOO 0.148' X 3" 0.131' X 3" 8" O.C.(COMMON) STUD PACK W O.C. GUN NAIL) COLUMNS 16d 0.162" X 3 "6' 0,131- X 3 44" (2) 16D(COMMON) ISEE PLAN (3) i8D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2)-2X6#2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2)- 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) -2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W! 117 FLITCH PLATE THIS SHEET O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET HS (2)-1314"X 111/4 ATTACHTOGETHER W/(2)ROWS 1/4"X3112 LVL 2.0E Fb=2600 PSI SDS WD SCREWS 01V O.C. TYP. EACH SIDE HB (2)-13W X 91IN ATTACH TOGETHER W/(3) ROWS 1W X 3112 LVL 2.0E Fb=2600 PSI SDS WD SCREWS M 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2xS WALL JACKS KINGS JACKS WNGS SIZE A. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 101-0"-16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PAN 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 CONNECTfON FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACKAND 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/ 7/36" CONNECTION: PROVIDE 12) OSB FLTTCH PATE NAIL SIMPSON LSTAIS OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 121 NAILS W 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FUTCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NABS 012" OR (2) SIMPSON HETA18 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOFPLAN. (2) - 2 x 12 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M3 OSS FLITCH PATE, NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012' OR (2) SIMPSON HETAl6 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 111/4' LVL CONNECTION: PROVIDE (2) 2.0E FA-2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M TOGETHER USING (2) ROWS HTS20 TO WOOD POST 3/4- x SOS WOOD ON HETA16 CMU OR (2) SIMPSON OR (2) S @ I SCREWS ®16" O.C. TYP. COL U.N-0. ON ROOF PLAN N- EACH SIDE. .N_O. - (2) - 1 3/4- X 11 7/8- LVL 2.0E FI�-2600 PSI. NAIL BEAM ( CONNECTION: PROVIDE 2) CONNECONNESIMPSON M5 TOGETHER USING (2) ROWS LSTA24 OR 1/4' X S 1/2' SDS WOOD SIMPSON RTS20 TO WOOD POST SCREWS 16' O.C. TYP, OR (2) SIMPSON HETA16 TO CMU EACH SIDEE COL. U.N.O. ON ROOF PAN. (2) -13/47 x 16" LVL 2.oE Fb=2600 PSI. NAIL BEAM CONNECTION; PROVIDE (2) 1V1 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2' SDS WOOD SIMPSON H7820 TO WOOD POST SCREWS 0 16' O.C. TYP. OR (2) SIMPSON HEMS TO CMU EACH SIDE COL. U.N.O. ON ROOF PAN, GENERAL BEAM NOTES 1. VERIFY WITH PAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DMLLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. cp HOSE c+ BIBB �- N 14 x rn © Ln m �4 a 00 2 2,-7 0" 13'-6" 6 6 CD11 S-3 TYP. IS i i �OCOVERED PATIO ISMS 14'-0"x10' 0'• BARS O 2'S• 8'-0" 101-8" 10'4" 7'-4" © O ' 25 SH 25 SH 25 SH 2868 EGRESS EGRESS 17'-10" 10'-4' 10'-10" FAMILY ROOM VLTD CLG. BED 2 VLTD CLG. s BAD 3 O ,VLTD CLG. e..l ti G.T. ---- , ' , 6' 6" ------ 3,4011 3,-3" 7'-7" iv ; 2668 60 2668 ' O I O , R SH / , 17'40" of1 3'd" ' 4' 6" 5-0" ~' 2'-6" , 00 1 BATH ° , g'-6" ' 3'-10" ' VLTD CLG. I 36„FLAT BAR "" I --------• ' OQ DINING ----- TOP ON 341A" VLTD CLG. ; WALL oeV HOOD ' o TUB/SHWR II R/SH 7 KITCHEN 10' CLG. M HANSON BOX W D ® ia6" AFF ' __ ___ __10:CLG--- 2468 LAUND- JL Od 5 SH d$ VLTD CLG. , N3 6,-6" 9%8„ MASTER - 2868 BEDROOM A FOYER SEE ENERGY FORM W'H' VLTD CLG. 8' CLG. FOR WALL INSULATION REQUIREMENTS NOTE: BUILDER TO PROVIDE iv ---------------- APPLIANCE PROTECTION IF ' go ATTIC ACCESS ; REQUIRED BY MUNICIPALITY. PULL DOWN STAIRS SEE SHEET 4 FOR DETAILS 40 WF09 LOCATE IN FIELD 3 • R ._______________. S-3 W a - --------------- 2868W - 3 -- - - - I EGRESS 2 CAR GARAGE 8' CLG. © AS03 EACH SIDE o ° W.I.C. a ENTRY S1 OF OPENING N OP B' CLG. IAL 8' CLG. 4' OD 'v OP R/SH I ' ------ -__- --- --41t LINE OF DOOR G.T. ---�----�--------------- ; - it o O_ N � G.T. N BATH 00 R O0 3 X 3 8' CLG. c Ms o m O F.G. SHWR TEMP. GL. 0O H ' 16x7 OVERHEAD 25 SH 5,A„ 81.0„ 6'-0" y.0" 16,-0" 2,-0' 20'-0" m rn O 05 m `-DRYER VENT WSO1 S2 O C O p 0¢ J Wm >3 (q(VV M HOSE BIBB FLOOR PLAN SCALE: 1/4" - 1'-0" ALL ELEVATIONS 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 g +27.6 / 37.0 © +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / 31.1 +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND C F12AMED WALL BEARING FRAMt WALL ALL 2X EXTERIOR WALLS W/FXIERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeyoomboore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit is Installed 5%08 on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (1.2.7mm) u board gypsum orequivalent. 4. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following (3 listed methods). 5. R308.4.2 All windows Within 2'-0" of doors and in Shower or tub areas Will be Safety tempered glees. 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone On roof diagram nailing schedule or 5/8" CDX. iX T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. S. M1.502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502.4.5.1 through M1502.4.5.3 9. CeLRngs for exterior entries and covered porches to be 7/16" OSB on underside Of roof trusses Shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sd 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 AREA CALCULATIONS 1st FLOOR 1484 S.F. TOTAL LIVING (AC) 1484 S.F. GARAGE 397 S.F. COVERED ENTRY (BASE) 23 S.F. COVERED PATIO/LANAI 140 S.F. TOTAL AREA UNDER ROOF 20" S.F. N00 J �U ) u L: ✓.A. FLORIDA CONTRACTO 3000 GULFS GULFBREEZI DIVISIO PORT V1 Job Informatic 0 LLJ or DT Z C ♦ Model NamE ♦ Plan Issue [ Friday, E VI KA PROJEI 2: Sheet: FLO (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. STEM WALL OPTION IS TO BE USED. I i —REINFCURB FOR FF_ VARIES GRADE SEE P. LAN MASONRY @ ELEV. 0'-0"— W/ (1) - 95 BAR CONT. ^• ' co z fI'-'��.r_" ( ";� 2 STORY: 20" X 20" �`+ - ' • REINF. - 'T" W 3) - 0 5 CONT. SEE PLAN T : , `,• J" (2) #5 (21 # 5 REBAR BEARING 1 FM01 SINGLE STORY FTG 1/2 1'-0" FM SECTION @ GARAGE 1/2"=1'-0" REINF. SEE PLAN F.F #5 REBAR FM03 I THICKENED EDGE 11/2'=1'.0- (") SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6' BEYOND — • ,r"— F.O.M. EACH END, TYP. lk GAR FIN. FLR. - -" N x _i. 4" 16" 4" ALIGN DRIVE W/ BOTTOM OF �' (2) #5 REBAR RECESS & PITCH DRIVE c°v ' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W (3) - 05 CONT. 2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W/ 3 - #5 CONT. FM09 I SECTION @ GAR, DOOR 1 1/2" = i'-O'l FM10 I INTERIOR BRIG WALL SEE PLAN F1 =1'-0"I FM12 I STEP DOWN NON BRIG. = 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/ 6X810/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL WSQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMR TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" M. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12' PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION- 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12' BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN- SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX - DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2D00 PSF. MARK SIZE DEPTH REINFORCING DAP, Ib9 F1.0 1'-0" X CONT. 11-0' 2 #5 E.W. DOT. 2DOO F1,0 2' 0" X 2'-0" 1'-0' 305 E.W. DOT. 7200 F2,5 2'-S" X 2'.6" 1'-0" 3 05 E.W. DOT. 11000 F3.0 3'-0' X 3'-0" 1'-0' 4 #6 C.W. BOT, 2-%W 1/2" - 1'-0" F3.6 V-B" X 3'-6" 11-0' 4 05 E.W. SOT. 21500 F4,0 4'-0-X4'-0' 1'-0" 5#5 E.W. BOT. pg0pp F4.5 4'-5" X 4'A" 1'i" 5 #5 E.W. SOT. 34500 F5.0 5'-0' X 5'-0" 1'-4' 6 05 E.W. SOT. 42500 P6.0 6'-0' X W-0' - 1'4" 7 #5 E.W. 60T. 6i500 1/2" = 1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" # BAIR WITH CURB o TYP. SEC. (1) (1) #5 BAR CONT. R 8 �, (G.C. VERIFY) Z � -I ��- I• REINF. io (SEE PLAN) 2 #5 CONi. INSTALL LWING « ,.,, 1�.: w cJ 2 #5 BENT BARS W/ MATERIALS PER {ram - (n y - - - MIN. 25" LAP SPLICE FBC-R P2709.2 I I ITI " MUDDED FIR. 16" SLOPED TO DRAIN `2 #5 CONT. MIN. FM14 SECTION @ RECESS SHOWER 1/2"=1'-0" FM18 TYP. STEP FTG. DETAIL ALTERNATE: REINF. THE REWF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" a0 #5 X 25" X 25" p c CORNER BAR ONE _ FOR EA. HORIZ. N _ REBAR, TYP. U.N.O. (2) 95 REBAR 16" - A/C CHASE—' 4" PVC SLEEVE 2 STORY: 20" X SO" THRU FOOTING WA3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1.1/2-=v-o- FM23 I TYP. FND PENETRATION 1/2"=1'-c STEMWALL SCHEDULE MAXIMUM STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16' 1 20" W/ (2) #5 BARS <674# 61-8" >2'-0"-3'4" 10" 10" 20" 24" 1 W/ (3) #5 BARS 674# 5'4- >3'4"-4'-0' 12" 12' 32" 32" W/(4)#5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 18" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'$" & #5 0 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: " 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM a SPACING STATED IN SCHEDULE SEE CHART ABV. -MAX. F.C. + 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING (O.C.) A A ' WALL WHEN STEM WALL EXCEEDS 4'-0' FIBERMESH CAN NOT BE USED AND W.W.M. TO BE TIED TO #6 -VERT. F.C. ASV. PON, #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO CONT. REBAR M) #5 HORIZ. CONT. TIED TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EA. VERTICAL REINF. BAR E NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 04 TURN BAR V STEM #g CONSTRUCTION. FOR MORE INFORMATION WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0"- ' `` "`• a FILLING IS TAKING PLACE (1) #5 HORIZ. CONT, TIED TO EA VERTICAL REINF. B ""` ++ "16. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 0 16" , + " V C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" FIN GRADER" MIN. ,- h * TALL (TYPICAL ALL CORNERS) TO TOP OF .�t STRIP FIG. n -- "" " 'n.- 16" _ ,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. COMPACTED CLEAN FILL IN MAX 12' LIFTS —� : "' s " 8.13403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FrG. W/ QTY OF �,'II I "MIN. COVER /*SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF- PER SCHEDULE - „I b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) �U`/ 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 FMASW I STEM WALL SCHEDULE I NTS LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING TO SANITARY SEWER 1480 PLUMBING RISER GR. N.T.S. 2 L FOUNDATION PLAN SCALE: 1/4" = 1'-C" ALL ELEVATIONS E • ' -4 ��' N W . L a : J : w FLC d FsQgg co OD €� 0 m F wd Nw y Er 0 p_ ms w 3 ~ w w Wm W E: LL 0: ED J m �Be O o0 J w p t Rig 0 J N ❑ ❑ ❑ W1A'.FDSQr6.COM z 8 z W — N v QN Q N a _ ` _ In Z N !O C'JE to V w 'O V O —� w� �V) -00& I w m N = m ® ) ny AMA\ e%Awwc u0%wwrc FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: Z O Y Ln W ° L `� � 0) m m " m CL > p_IWZ) M o J m (n (1) L0 Model Name / Number: 1480 vF Plan Issue Date: Friday, December 17, 2021 KA PROJECT NUMBER: 21-10562 Sheet: A Of, FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING QFNERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,480 x 3 = 4440 APPLIANCE GIRGIJITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1.250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL BOO SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1100 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 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% =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 m 2x6 WALL (FLOOR TO CEILING) 2. $„ USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. , INSTALL FAN BOX PREWIRE\L,.1 1 I , , INSTALL FAN BOX PREWIRE�I...1 --- G.T.--- , w z L� UM `..� U o� V; FOR HOOD , G"1209 fG GFI ISP ----- — --i i / iGFI GFI FOR D/W — �® LOCATED IN r — ADJACENT CAB _ II � GFI INSTALL FAN BOXP BOX PREWIRE INSTALL FAN BOX PREWIRE • i " I OR W L \ I rE GFI � I O \ . / GFI @ 220 42" AFF ATTIC }ELECTRIC IF REQ-D BY CODE o \ ----------------- NOTE: u+ \ "\ 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. GFI 42" AFF \ ' FOR GARAGE GFI b DOOR OPENER ------------------------------------------------ Il KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. I 0� o U.! t cr � o0 J J -1 m Ur IRu 3 On ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX 70 BE: 16- AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4, ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NPPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). S. 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 2D34, 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 1S" 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 $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n U n —n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET to GROUND FAULT INTERRUPT ' g DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT (b 220 VOLT OUTLET O— DOOR BELL I* SPECIAL SPECIAL SERVICES OUTLET D o DISPOSAL TV❑ T.V. CABLE OUTLET DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONALOVERHE4DSERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 2DO AMP SERVICE 200 = 210 COPPER OR 4M ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 20D AMP A/C DISCONNECT UNDERGROUND SERVICE BV POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER 4 # S COPPER TO RANGE INTERSYSTEM J # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD WI MIN. V DEPLH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. x'-z„0 0u s�-•t. F r.. n 0VV ' FL Qf? 0 F E S' r d "ormall o.l m c g m y 00 DDD HI lit "a 8 yly�ryg9 i 13 O N^0 mz- IL m GFI o aa J rn k X�9L19 .,-Ann aEfm J m tc' O WNW,RxiENG.00M ❑ ❑ ❑ Vf O Z mo z o z N _ N � Q N V W r, Z N J1■ N m `■ o y O W WW V) u = cm"1 E W G V mg C ® r�wRw� u�nw�c FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 II PORT ST. LUCIE ITI Job Information: O I— 14 Lo Lo LLJ N m ` / M d 0 O CL N z � Ike a C)JLV: M 'o o J m (n (n Model Name / Number; 1480 Plan Issue Date: Friday, December 17, 2021 KA PROJECT NUMBER: 2110562 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 'DO HEAD HGT ao iD FlN. FLR. 25 SH UTE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" Orr RIDGE VENT (2) 25 SH 1� 6 TOP OF BLOCM W'DOW H_ D HGT ■ ■ E io 1/2 33 SH RAISED SMOOTH 25 SH 25 SH CEMENTITIOUS BANDS14 RETURN 2'-0" FIN. FLR. LEFT ELEVATION "All SCALE: 1/4" = 1'-0" soffit product provides 4.12 net sq in /sf Ridge vent provides 18.00 netsq in / If Off ridge vent provides 138.00 net sq in / sf... Overhang distance 1.33 ft S.F. of Area to be vented (SF) 'T^yq .,,;%3, s f. Total needed for exhaust for upper 1/3 457 net sq inched Total needed for intake (soffit area, lower) 457 net sq inches ' Number of Off Ridge Vents for upper 1/3 needed 3 L.F. of Ridge Vent needed (can be used mcombo with ORV) 25 Lineal Feet of Soffit needed to meet required 83 Lineal S.F.provided by plan.: *'b#�r-,rN \\\\\\'% 6?'0 W ���F��Am�OFRSSSQ� to a 0 N (D in N W ro Q g � tk Xk tk 0J m l O01.5 n ° zw IIII C. a z-¢ D Is In a L1 ti � 0 Q p 2 car J �13 W r ` v r WVM.FDSENG.CON ❑ ❑ ❑ z O TOP F BLOC TOP OF BLOCK z $ o N O Z Q - — Q � Q W'DOW HEAD_ HGT a N I- Z M N j1N 4 00 p OPV — tD 0Q W � 1/2 33 SH V) c RAISED SMOOTH CEMENCM TTIOUS COATING URED DECORATIVE �� U E FIN. FLR. RETURN 2'-0" BANDS — FIN. FLR. ' _ ? %S U ` 1r U C 00 Q fWV O oD Q.r1 RIGHT ELEVATION "A" DAMS HOMES SCALE: 1/4" = 1'-0" 48' OFF RIDGE VENT 48' OFF RIDGE VENT � TOP OF BLO )P OF BLOCK W'DOIJ V HEAD HGT W_DOW Hq D HGT LITE TEXTURED ■ O DECORATIVE aD ro CEMENTITIOUS iD COATING IU ]-FIN. FLR. 25 SH 25 SH 25 SH FIN. FLR. 2868 REAR ELEVATION SCALE: 1/4" = 1'-0" 19 1 16 W/ f21 12" S.L-'S CEMENTITIOUS COATING FRONT ELEVATION "A" SCALE: 1/4" = 1'-0" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: N O 3 GARAGE Z W /7 q ql a 3 > w 'Ile 0m o a O _J LiJ m o In L JMU)U) ♦ Model Name / Number: :1 ♦ I Plan Issue Date: Friday, December 17, 2021 ♦ KA PROJECT NUMBER: 21-10562 Sheet: 5 Of: w� ut 3 ELEVATIONS -A SEE DET. TB03 FOR WIND; < 155/C MI G.C. TO PR( BLOCKING- W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX ** 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 15 NOT REQUIRED AT HIP SECTIONS IPEEDS )H (VIDE 0 COMPLY :OMENDATIONS ATING OF DGE DETAIL W EQ. Q 4 o Q z Q � a 0 V EQ - - "X" DETAIL BRACE TBO1 SEE CONTINUOUS BRACING 2 X BOTTOM 4 MIN. SEE CHORD DETAIL T804- - - - - - - - - 4 - - o N a � - - - w BOTTOM CHORD GABLE END BRACING @ LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB 05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE I WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA I (+) VALUE DENOTES PRESSURE 4 12 12 12 (SQ FEET) AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 •51.06 -51.06 -51.06 10 GABLE •37.00 .37.00 -58.90 -58.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE: ZONE 1. ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 39, 3D ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SzHINGLE:123i' EXP. 1 0011) TII F, 132" EXP. 1 ('20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 AS- x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN -M32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 1 Od (21/e x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS 3. GABLES" DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY Be INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO Be ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM 18' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGESAND END JOINTS TOALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1a'. AO NAIL AT BASE 2 ROWS V 4"O.C. w/8d COMMON NAIL. © NAILAT TOP PLATE TWO ROWS@4"O.C. w/8d COMMON NAIL © NAIL OPENING PERIMETER wI (2) ROWS a C O.C. w/ 81 COMMON NAIL OD NAIL INTERIOR AT B" O.C. wl Ed COMMON NAIL. O STAGGER ALL VERTICAL JOINTS S NAIL @4°O.C. w/ Ed COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER w/ Ed COMMON NAILS @ e O.C. (2) ROWS @ TOP & BOTT. @ (2) Stl NAILS @ 3" D.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. @ FLOOR SHEATHING Y."PLYWOOD DECKING GLUED AN NAILED .1 Ed COMMON NA LS AT 6" O.C. AT EDGES OVERDRIVE NAILS: PASTNERS SHALL NOT PENETRATE SURFACE MORE THEN 118-. /1 15132" OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING 1 II II AS REQUIRED PER SECTION X.X IF NOT _ 1____il____ii____. FULL HEIGHT SHEET @ / FLOOR SYSTEM [ ][ ] ase4ft 0 iV'I,I.IIIJ 3r r lid 1 B Ii0 U71 n aes4 GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING NOTE: Ed NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2112". 00 NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN L9" (2)-2x TOP PLATE BEYOND 15/3T OSB EXPOSURE 1 f� SHEATHING -- ---------- ------------------- li II II III n n n II I II II II II II II II II III II II II III SOUD2x BLOCKING F @ALLSHEATHING DWjp EDGES C, F III III III NI C II II II III II �I II I III 11 II II I III II II D In II u I -X) (SEE SECTION Xp �? III III .OPENINGIL_ ill II II II 1 III II III X I __ JL__- I II II II II _ _JL___ &Oy 2: III III III (,` III III x it II III E I III IIII IIII IIII IIII IIII If I II 11 II II II II II II II I 111 II II II I II II 1 i STUDS BEYOND. 2x i a SEE PLAN !A¢ O y � II IIII. I I II IIII I I II IIII I I II 1 I I II IIII IIII III IIII I I II 1 I I I II 1 1 I II i III II II II I III II II II I III II 11 II i y- IIII I I II 1 III II II it I I ' -2x4 P.T. SASE PLATE BEYOND SEE A PLAN 2x RIBBON OR BLOCKING -" BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/B" "S" = N/ SPACIN 3-4- SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING N�2 _w m 0 ,ATALL CATIONS MIN 4#2 ING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICALOCKI7G 6" FLITCH PLATE TO W/ (2)12d TOENAILS EA ENO NAIL FLITCH PLATE TO VERTICAL W/ (4) Stl NAILS VERTICAL BLOCKING SECTION X-X 3' O.C. O TYP. U.N.O. O TYP. U.N.O. CONNECTORSCHEDULE FOR:ADAMS HOMES -1480 JimA 3014 Larval CONNECTOk UPLIFT FASTENERS NOTES TRUSS ACNAL 1RUSSW BEARINGPOINT UPLIFTCONNFCR)R ID DEAGNTTATNG C1-CS,CIA-C7AE9AUSAH9A1 L/R -540#.,less HETAi6/PERMUSSMFR 1810# (9)Did x 31/2 CIP UP, M:-E7, ESP, HS, H7 HSP L/R -276 or less H10A/PER TRUSS MFR 1040# (19)106.11/7' 19)10dx1uz - Me L/M/R -656#Or less HETA16/HMA I HETA36 MI04/1040#/M10# 018)10d x 11/2 ;(9)10d X 1412 (8)10d x I1/2 :A09 L/M/R 1239#or less HETA16/HETA36/META16 1810#/1810#/1810# (9)10d X1112' (9)10d x 11/2 (9)10d X 14/2 MI M7,A10 A34f1301 303,001,D02 .. L/R 786#orless - HETA16/HETA36 1810#/1810# (9)10dx 11j2 (10)10d x11/2 ACE: L/R 23434 or less '(2)HUM6/(2)HETA16 2365412965# (10)10d x 11/2 118)10d x 11/2 P01,P02 :' L/R -830#or less H10A/HS0A 3040#]3040# 118)10d x 11/2 TRUSS MANUFACTURER RFS DATEOFIAYOUT: DATE OF TRUSS CUT SHEETS 8/7721 L- LEFT,R = RIGHT & M - MIDDLE BEARINGS, BEARING LOUTIONS ARE REFERENCED TO TRUSS MANUFACTURER'S MUSE DRAWINGS ALL CO NNERORSARE SI MPSON PRODUCTS.' TYP. U.N.O. ROOF PLAIN "All SCALE: 1/4" = 1'-0" a SIMPSON- CONNECTORSCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF I SYP CONNECTOR & FASTENERS SPF SYP HETAi6 w/(9)1 Ed x 11-:_OR HTAl6wl(10)1Ddx11/2'OR OFRAMETO MASONRY HETA20w/(9110dx1 la- 1810 HTA20w/(10(10dx 11? 1585 1B]0 © FRAME TO H2.5Aed(10)Sd NAILS 533 665 RTMA /(10)Hd NAILS 515 585 FRAME FRAME TO 110A w1(18)10d x 11 er' 1015 1D40 R716Awl(17)1w. 1 112" 895 1020 © FRAME H10A2w/(18)10dx i 1/2"AT2 PLYTRUSSES 930 logo RT16-2w/06)10dx11/2"AT2PLYTRUSSES 935 1060 FRAME TO MTS12w/114)10dx1112".(ATEXTERIOR MTW12w1(14)10dx112"(AT EXTERIOR 1006 1196 D O FRAME LOCATION INCLUDE(3) 12d TOENAILS) 860 990 LOCATION INCLUDE(3) 12d TOENAILS) OFRAMETO MGT w/(22)1 Od NAILS AND 51W A.T.R. w/ 12- 3990 3885 MUGT15 W(25)IUd NAILS AND 518-A.T.R: wl 3330 44B5 MASONRY EMBEDMENT w/SIMP90N"9ET'EPDXY IT EMBEDMENT w/ SIMPSON 'SET"EPDXY FRAME TO HT920w/(24)10tl x 1 12" (AT EXTERIOR HTN20 wl(24)10d x 1112' TAT EXTERIOR 12&5 ism O LOCATION INCLUDE(3)12d TOENAILS 1125 1310 LOCATION INCLUDE (9)12d TOENAILS FRAME TO (2) HTS20W1(4Sn0d X112"(AT EXTERIOR (2)HTW20w/(48)10dxl 12"(ATEXTERIOR 2570 3080 Q FRAME LOCATION INCLUDE(G)12d TOENAILS 2250 2620 LOCATION INCLUDE(6)12d TOENAILS (EA) H'T4!w/(16110d NAILSAND(I)SB" A.T.0. HUGT2W(16)10d NAILSANO(2)51W A.T.R © FRAMETO wl 12" EMSEDMEM'wi SIMPSON "SET' 10690 W12'EMSEDMENTW/SIMPSON"SET" 7020 9790 MASONRY EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3FLY( TO FGTR wl(19) IN' x 3" SOS WOOD SCREWS RFUS wl (12) WS3 WOOD SCREWS AND 7700 OFRAME MASONRY AND (2) 11T x VTITEN HD ANCHOR BOLTS yf00 4725 o)VVx6'WEDGE-BOLT Ji FRAMETO &(7)T4'x11TIT 2-14 EN 2ER5 1750 2030 MASONRY SEE NOTE #6 BELO J2 FRAME TO (2) LGT2 w102516d SINKERS &(14) 1/d"x NIR'TITEN (2 PLY TRD55) 3500-M 4OBO+M 12)LUGT2 w/(32)16d SINKERS&(10) 114"x3"WEDGE-BOLT(2 PLY TRUSS) 3100.M 3100.M MASONRY/ 3240F 3770-F 3g00-F 4520-F FRAME OR (28)1Ed SINKERS FOR FRAME (EA) OR (32)16d SINKERS FOR Pill (EA) J3 FRAME TO (2)LGT3 w1(24)1/4"x3"SDS SCREWS &(8) 31W x 5"TITEN(2 PLY TRUSS) 4730-M 6570-M (2)LUGT3w/(24)V,nx 2112"WS25 SCREWS &(4)3l8"x5"WE(2 PLYTRUSS) 6480-M 7050-M MASONRY/ 5010.F 6960-F 6480-F 7710.F FRAME OR (52)1Ed SINKERS FOR FRAME (EA) OR (56) /6c SINKERS PORFRAME (EA) BEAM TO HU410OPTHUC410w1(18)18d&(1D)10d GN2680 HD4100Pr HD41DIFw/(20)16d&(10110d G#3080 O SEAM NAILS U#1895 NAILS U0950 BEAM TO HU410 On HUC410 W(18) TITEN 0#4500 HD410 OPT H041 DIF wl (20) 1/4"x 3- G#3366 OL MASONRY 1/4-x2aW&(10)1W NAILS U41 BOO WEDGE -BOLT & (10) I Od NAILS 1 M850 BEAM TO KU46 On HUGOIC M (6)1 W NAILS & G#1540 G#3000 1046 OPT HU -O W (6) I Od NAILS & G#1625 GnO15 O MASONRY/ (12)/14'x 23/4"TITEN(TO MAS.) U#980 (A/1135 (12)114"x23/4" TAPCONS(TO MASJ U#1030 U9850 FRAME OR(W)16d&(6) 10d (FOR FRAME) SYP-F SYP-M OR 012)1Ed&(6) 10d (FOR FRAME) SYP-F SYP-M TO (2) HETA16 On (2) HETA20 1920 1920 HTA16 OPT 2) H1FA (2) HTA180PT (ZI HTA20 1870 OFRAME 1-PLY./ (10) 10d x 1 12' OR 2385 1-"1 OR 2430 MASONRY 2-PLYW/(12)IOd 2365 2-PLY W(12)16d HTSMI6w1(8)10d NAILS AND (4)1/4"x2114" 955 1110 HTWM16 w/(B)10d NAILSAND(4) 114°x1314" 1145 1225 TAPOCRONS WE 1ERBOLT OFRAME TO MASONRY WSM20 w1(10)10d NAILSAND(4) 1l4'x21/4- 05 1110 HTWM20w1(10)lW NAILS AND (4) 1M"x1 WV TAPCONS WEDGE -BOLT 1145 1225 OFRAMETO HIDS w/(8) Stl x1112' NAILS AND (2) 30x4" 780 81O MASONRY TITAN HD OTT2Z wl (B)1/4" x1 1/2" 8DS WOOD DTS-TZ wl (8)114- x1 ill" WS15 WOOD OSCREWS FRAME TO AND H A.T.R. EPDXIED w/ 1835 2146 SCREWS AND O AT.R. EPDXIED w/ 1510 1835 MASONRY glMpgON"SET°(SEENOTE#4) SIMPSON "SET"(SEENOTE #4) HTT5w1(26)i8dx2112 NAILS AND(l)5/8"0 HTT45 w1(26)16d x212"NAILS AND OFRAMETO R A.T. 0.EPDXIEOWSIMPSON"SET' 4375 5090 5/B°B AT.R. EPDXIEDwI SIMPSON "SET" - 5006 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) HTT4 wl(18) 16d x21 IT NAILS AND (1) 518"0 HTT45W(18)16dx2112"NAILSAND(1) S O FRAME TO AT.R. EPDXIED w/SIMPSON 'SET" 3640 4235 5I8"O A.T.R. EPDXIED w/SIMPSONET" "S 4160 MASONRY . (SEE NOTE #4 BELOW) (SEE NOTE 94 BELOW) O FRAME. TO HI OS w/ (24)1Gd el 112" NAILS 785 910 IUGT1.1(23) SO10 112' NAILS 875 1045 FRAME OFRAMETO HM9KT w/ (4)114"XI 117 SDS WOOD 7fi0 7fi0 RM6M w1(9) Tod x 1 1IT NAILS & 1395 7395 MASONRY SCREWS A,(5)1/4° IN'TAPCONS (4)114"x 13/4"TAPCON9 FRAMETO VGTw/(16)114'W" SDS WOOD SCREWS& "SET' O (1) 518"0 AT R. EPDXIED w/ SIMPSON 3555 4940 MASONRY eJ 12" MIN. EMBEDMENT FRAMETO (2) VGTw/(32) 114x3"SDS WOOD SCREWS O &(2)5I8"OAT.R.EPDXIED wI SIMPSON 5170 7185 MASONRY "SET'w112" MIN. EMBEDMENT FRAMETO VOTW/ (16)114'XKX SDS WOOD SCREWS & MUGT15w/(22)tOd NAILS8 HTT45 wl (1gI O FRAME HDU4-SOS2.5 w1(10) U4"x212"SEE WOOD MRS 4565 1Od NAILS8(1)&8"O A.T.R 416D SCREWS&(1)5/8"O A.T.R. TO (2) HI T5 w/ (52) 15d"x2 11Z NAILS 8 12) HTT45 w/ (52)16dk212" NAILS 5005 OFRAME FRAME M 5'8°O A. -FA SEE NOTP M) 4375 5000 & (1) 518"O A.T.R (SEE NOTE 04) .FR41 (`ONNFr`Tl1 RN(TTF4 1. CONNECT ALL FLOORTRUSSES TO INTERIOR BEARING WOOD WALLS/BEAMS w/(2) 12d TOENAILS. Z ALLTRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, 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 PLY TRUSSES, SCAB ON FULL HEIGHT SYP ill 2"x4'TO TRUSS VERTICAL WEB w/(2) ROWS OF 1 Od NAILS @3"O.0 STAGGERED. S. 1T MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O- 8. SCAB TRUSS CHORD wl 4'A"2x SYP #2(MATCH CHORD LUMBER SIZE) wl (2) ROWS 1 Od@ 4' FROM END A4"D.C. STAGGERED: CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. OA MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALLS' UNTELSI ICFWALLS UNO ON PLAN 2. CONNECTION AT 24"OR 3T O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLELTO MASONRY WALLS SEE DETAIL FB12/S3.1 FOR MORE INFORMATION 3 CONNECTION FORALL HIP JACK (CORNER JACK) TO MASONRY WALL&ICF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32" O.0 MAX. W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT W TJI OF APPLICABLE) LAYOUT 5. CONNECTALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLIBEAMS w/(2)12d TONAILS O8 MINIMALCONNECTORUNOONFRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM O MINIMALCONNECTORLNO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIORIEXTERIOR BEARING WOOD WALLS ANDIOR BEAMS ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH) SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2%0' O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE. ARCH.) SEE [RSH] SCHEDULE THIS SHEET 2. THE EXTERIOR CEILIN G FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING T P E EA RING TO THE UNDERSIDE OF HE ROOF TRUSSES. ALL AN LEDGES 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 R905.1.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST D � METAL DRIP EDGE C.M.U. OR ICF WALL _ -- 2 x SUB -FASCIA SEE TYP. WALL - -- SECTION �ALUM FASCIA 2x2 #2 P.T. MIN. FASTENED - - 2x BLOCKING NAILED PER NOTE 2 BELOW. _ TO TOP CHORD Y OTHER TRUSS w// (3) (3) CONT 2 x 4 NAILED TO -rf� 12d NAILS, TYP. (**) (***) BLOCKING w/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL FIECURED @ 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 @ 16" O.C. (ALT. RAF OA45/0.157 & 0 300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C. IF WOOD WALL, FASTEN W/ 0.148ex3'.Ae @ 16"O.C. 3. (F) CHANNEL APPLICATION_ 2x2 NbT REQUIRED SEE (PA) INSTALLATION GUIDE ALUMINUM SOFFITS > 1'-4" FOR SOFFITS < 1'4' MID BI NOT DETAILS (• * *) VINYL SOFFITS > 1'-0" T F r x. w•"S°, rw .. k�+ � i F Q+ ' I 6 '� P. f •S.. 1 L ro J Q : �'0 C " FLO@' FJr�''-A�OFEss)©I i"7rytltl!)f i 6HPtt1 $i LD C O -rd 10 eNH co r RIM F m go P1C.Gm 1AX, _B k a 0u,om� uJ Bm E- (O �Nr` LU D. gs m a a W p w # p n m n gg Q 05@ Z o JOn Ea € J N r5 YWAV.FDSENG.CON ❑ ❑ ❑ Z a Z N Z y Q 4 y Q a C4 - It) Z n N (n (9 m ,0 N itU'Y w � Ln12-'� n 3") W N E WO l � r u U `) 0 c TD?s �E4 Q N O GOO Q.W ® nAnec unnnlec FLORIDA CONTRACTORS LICENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job information: a UA dJ! r_ M� O Z � a W a N Ln (D 00 M = aO+ D) ci d W > O N LO LL J W VJ V) ® I Model Name / Number: =1 Plan Issue Date: Friday, December 17, 2021 ♦ KA PROJECT NUMBER: 21-10562 Sheet: 6 Of: TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES NI.T.S. TYPICAL SOFFIT SUPPORT DETAILI 3/4"=1-0" ° 2x6 #2 SYP P.T. W/ (2)'/z"x5" WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB.s (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN TYP. FILLED CELL FILLED DELL W/ #5 MIN. 5 PER JAMB. VERTICAL o L SECTIONAL ® OVERHEAD DOOR a at14419 +� @ Iur`fOrrr CONT. P.T. #2 / FSR� /V r°ry ?' p WOOD SYP 2" X 6„ ��`��� P: E TRIM GN G 2"x6" P.T. WOOD JAMB •••••• � � FI.Q �• �~ DOOR AND CONNECTION PER GARAGE SLAB • 0 sqR0 GARAGE DOOR MANUFACTURER v ElS N TYP. GARAGE DOOR S, / TRACK MOUNTING DETAIL o MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. N 2 me_ D a O W ti 0 0 gsc not W 'I1 W g'� w. LL 41 N NBLOWN-IN NP iiaa o R-30ULATI ENERGY FORM WITH AND1'd�PERMIT r.m O APPLICATION PROVIDE BAFFLES°- AT EAVES (FOR VENTED ATTICS)2BLOWN-IN R•30 INSULATION PER FBC AND ENERGY FORM SUBMITTEDPER 12 FIBERGLASS SHINGLES OR ° T E 50 S � --' ti a 8 `� o .12 WITH PERMIT APPLICATION SEE PLAN OVER AO PROVEDEUNDERLA MENT % Ya O J m �III ' PROVIDE BAFFLE$ AT EAVES ' PER FBCR 905.1.1.1 OVER APA ? � ° w .FDSENG.CON D ❑ SEE PLAN (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD TRUSSES @ 24' O.C. ROOF SHEATHING - SEE SCHEDULE- RSH - ON FRAMING SHT. FOR � ) 0 TILE ROOF (PER ELEVATION) SHT'G & FASTENERS. Z g OVER APPOVED UNDERLAYMENT ; Z N PER FBCR 905.1.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- n.. ;. TRUSS ANCHOR (SEE PLAN) zy N¢ Q PRE-ENG. WOOD - ON FRAMING SHT. FOR .� , , — - — SEE PLAN FOR - — - — - y ES @ 24 O.C. TRUSSES [RSH] SHT'G & FASTENERS. 5/8"OR 1/2" DRYWALL HIGH STRENGTH CLG BOARD ., BRG. HT. d _ ' 4• `, ' TRUSS ANCHOR (SEE PLAN) PAPER O • ° ETAL DRIP EDGE m V) (DFELT ' t f ' I ' , { , TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATER • 2X SUBFASCIA w..o ' 'y;_ . ..� _ , - - — - — - — - 3/4„ P.T. NAILER .R SOFFIT. SEE ARCH. fCS a w ' S/8" OR 1/2" DRYWALL -0-METAL DRIP EDGE 1/2' DRYWALL f� PLANS 8 x 8 x 16 K.O. LINTEL BLOCK (..I w p HIGH STRENGTH CLG CURTAIN NAILER " W/ #5 DIA. R BOARD 2X SUBFASCIA 1 x 4 P.T. @ WINDOWS h O.H. (1) 3000 PSI CONCRETE (O CO r CONNECT ALL 2XSTUD 1 x 8 P.T. @ S.G.D. SEE ELEV. TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. PRECAST "U" LINTEL 16d TOENAILS PLANS SEE SCHEDULE "y = o� m 1/2" DRYWALL SEE PLAN FOR HEADER SIZE V Q N oeq J l '; DAMS HOMES QPT[4M:. 15/32" OS8 EXPOSURE 1 ON ._ O.H. EXT, WALL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" A FLORIDA CONTRACTORS LICENSE N0. CRC1330146 PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. n „ FILL CELL -(1) #5 DIA. REBAR W/ 3000 PSI 3000 GULFBREEZE PARKWAY NAILS AT 8" O.C. h CONC. ALL LOCATIONS ALLLOCATIONS GULFBREEZE, FLORIDA 32563 „ SHOWN FOUNDATI VINYL FRAMED WINDOW w/ SCREEN u &FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN PORT ST. LIJCI E LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO r ♦ Job Information: OPENING$ ARE INDICATED, FULL P STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON VINYL FRAMED WINDOW ALL BEDROOM WINDOWS. W/SCREEN WINDOW STOOL h M CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONIC SILL 1.1... 6.L.. FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 N INSULATION AT CMU BLOCK WALL v ZX STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM � V r EXTERIOR FINISH - c{ a)1/2" MORE INFORMATION). SEE T613 SUBMITTED WITH PERMIT (SEE ELEVATIONS) DRYWALL ON SHEET 6 APPLICATION S In M FOR NAILING INFORMATION FOR FrG. DOWEL #5 DIA REBAR w R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P.T FURRING 1 x 4 P.T. 17" IN CONCRETE • 25" EXTEND 530) ABOVE OL°0 2 N N > WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE BASE NAILER (ACI SLAB. ALL LOCATIONS SHOWN AND ENERGY FORM SUBMITTED T PERMIT APPLICAION w/ 1/2 x 8 A.B. (OR 1/2" x W TITEN HD) WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN z C) a WITH w/2" WOOD BASE MIN, 6" FROM END - SEE WS07 FOR TERMITE SHIELD ' SEE FOUNDATION PLAN FOR O -� L/..I : M O SEE FOUNDATION PLAN iLO SLAB INFORMATION _ _ TOP OF SLAB .J W (J V ) FOR SLAB INFORMATION TOP OF SLAB _ _ - ♦ Model Name / Number: Ir �. * "". ( i� L �. GRADE 1480 �, GRADE 5 3 SEE PLAN FOR _ ♦ Plan Issue Date: CCLEANOMPACTED `1 f `, r0,1 ; RE -BAR QUANTITIES -; 1 Friday, December 17, 2021 FILL • ♦ KA PROJECT NUMBER: �IEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 21 10562 16" F(JR FTG REQUIREMENTS PLAN Sheet: /� Of�, TYPICAL FRAMING WS01 TYPICAL WALL SECTION - 8" CMII 3/4"=1'-0" WS02 TYPICAL WALL SECTION EXTERIOR FRAME s/a"=r-o" DETAILS STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ Sd COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE GE05 FOR STANDARD GABLE END FRAMING ? I + +I s I Op 2X TOP PLATE TO I GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GEIS I FALSE BEAM AT GABLE END I N-T.S V V F H m 0 m o0 m m m av,• 'A' a" 1'A' Li5 Q (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINA7IONS W/ (2) RDW OF STAGGERED 10d ROWS OF STAGGERED Lad ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148'. lc 3') OR EQUAL COMMON WIRE NAILS NE IKTO EACH FACE) COMMON WIRE NMLS EACH E FACE) N102', 1, 31/2I ODE EQUAL ID =0.16OR EQUAL 1NI)ADIACENT NAILS ARE DRIVEN FROM 3) FOR 441LY. PROMDE 1/4'DW. x 51/2' LAC OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" Or 4) REFER TO NOS SECTION 15.3 FOR T HE THICKNESS OF THE LAST LAMINATION. ADDMONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2' CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER NSTRUCTIONS REINFORCEMENT REQUIRED) F.F. ,J. •••N" 'I• FOR OVERHANGS BETWEEN 5/8"TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL N.Ts. PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 2x4 STUD"M2N PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 + NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT W/ rDOIJBUE 12d PENETRATION THRU TOP SPLICE TOP PLATE IN/ MORE THAN 50%OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN51OZ w/ (12) 16d NAILS TYP. TOP & BOTT.�/ry 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'O. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS ® 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1-0 * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X WA L 2 X 6 WALL JAM KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1 2 1 (2) >4' BUT <9' (2) (3) (2) (2) 16. 4 4 2X CRIPPLES 0 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 10dNAILS @ — 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) is * HOLD DOWN CONNECTIONS NOT REQUIRED 0 BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE iEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x 02 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 0 16" 0/C UNLESS NOTED OTHERWISE ii3GI6IIIII f11 SIMPSON HTT4 W/ (18) I6d NAILS & A $/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT, PLATE WF09 I WALL HEADER DETAIL N.T.S. a OPTION A' SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO SIMPSON HUG410 — BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 1/2" OSS FLITCH PLATE— REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN EXT. OUT BEAM TO SUPPORT TRUSSES IF SPECIFIED ON PLAN ----------- - I I I ; I i 1 I I ; I I I 1 I I 76�Tl ION B •� ,: \Ci �rlr0 J yr�i`°/POFESS10ta r +/rfIlIdII111tTYllY ag$ € $ cCi f0 Ili Ln oo r` s m� 00. tLi fi' fi C 40 w a-9 W a w Q P m Q Z�9 t` tiaa Z o aLL 2 0 o" z u) o m�N b tg gggg c '.:. .. -'J w @'- WWW.FDSENG.COM ❑ ❑ ❑ Z oo Z z n J co VnI — Z N N (� 0 W CD r U W � � U 0 `Ncm �mI DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC133O14f 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 IDIVISION LOCATION LOCATION: I PORT ST. LUCIE ♦I Jobinformation: SECTION A -A SCALE: 1 1/2" = 1'-0" NN L.� AA SEE PLAN FOR TOP OF BEAM O z SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. �- Uj z SEE FLOOR PLAN FOR COLUMN SIZE &BASE CONNECTION INFO FOUNDATION NI FOR MORE INFO GD11 I COMMON BEAM ATTACHMENT I N.T.S. c U 0 00 °.-t° M a 12 � W � C 6 In E o Tn < Lo u J Ili cn (n ♦ I Model Name / Number: 1480 VI Pian Issue Date: Friday, December 17, 2021 ♦ KA PROJECT NUMBER: 21-10562 Sheet: w 3 Of'. r TYPICAL WALL DETAILS t I 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 [RSH] SAME SPACING AS BOTTOM CHORD LATERAL BRACING .- , - SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN OR EQUAL TO 45" ,� (MIN. FIRST 4 BAYS) BLJ('G @ 16' O.C. —MINIMUM 2"x4" _ 8d NAILS ® 4" O.C. F> 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING�OD X 0.131 @ 8" O.C. EA. SIDE ' (SEE PLAN FOR LOCATION) - i , +,.-4�.T ' ` WALL AND ROOF WALL SHEATHING ssss�� BLOCKING TIONS3 SPECIFICATIONS 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5�-11" TALL. .s'+• APPROX. 8" FROM RIDGE 2a6 SYP L BRACE FOR THEN 48" O.C. q&ER. NAIL w®/ AND TALLER. GABLESATTACH ACH .� ANGLE. L -0" CE CROSSING w ` (NOT REQ'D WHEN GABLE IS 12d ASPEN (1) SIMPSON I.GA10 _ GABLE TRUSS RACE CONNECTOR FROM CONT 2x4 SYP OR SPF SPANHNING (4) NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. TRUSS BAYS SIB Al (3) 12d w/ 312d TO CHORD (MIN BLOC PLATE �i NAIL GABLE TRUSS `� PER JOINT A 1ST 4 B YS) TO TOP PLATE w/`": CONTINUOUS LATERAL BRACING- 16d NAILS @ 4" O.C. 2x8 T. PLATE 1 2"x8' ANCHOR BOLT / '�` • 3 n ' I " ' G j< E _ NAIL OVER X-BRACE AS SHOWN _� 4 BAYS 2x4 SYP OR SPF BLOCKING AT 48" O.C. MIN. -� s •. NSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR BETWEEN TR SSES @ 48" KNOCK OUT COURSE O.C. MAX. FASTEN TO EA. :;"r E t "'- sx t�°,> � ; I rF CONTINUOUS BOTTOM CHORD BRACING 2"x4• MIN. - FOR NAILING - SYP w/ (3)12d @ EACH TRUSS W/ 312d NAILS EA. MASONRY WALL TRUSS WEB END - NAIL TOP OF 'IT" TO GABLE I ROOF SHEATHING, SEE T013 FOR ATTACHMENT TRUSS IN/ 2-12d AND 1 OVER JACKTRUSSES, SEE TB01 TYPICAL CROSS BRACING DETAIL N.r.s- TB02 TYPICAL CROSS BRACING DETAIL N.7.S. SIMPSON H8 w/ 10 1odx11/2" NAILS I PLAN."' FASTEN (1) SIMPSON HGAIO @ 48" O.C. w/ 81/4"x11/2" 2-12d `,`,1\\ti1i1441 ittllllft/`f gR WN ROVIDE 2X4 MIN. BLOCKING AT SIDS WOOD SCREWS GABLE 2x4 BLOCKING w/ TOENAILS END TO TOP PLATE BEAM NAIL TOP OF / ;:�'• •.,, • Q' '' ' CENTER LINE OF HIP/RIDGE, TYP, TO GABLE TRUSS w. 2-12d TRUSS FRAMED WALL OR BEAM AND 1SIMPSON H8 w/ ,� ; "+ N E •� � BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN- 10d x 11/2" NAILS U at ' NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLETYR ��• 1�0 } FAQ L A TRUSS AlTERNATETOBLOCKING PRE-ENGINEERED VERLAPTRUSSBRACING GEO1 GABLE END BRACING N.T.S. ;R% ° ""' ••r•• ' ���q//QOFF WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP SStO "`r);tnull44u� q TRUCTURAL ---� - PACE G.T. SHEATHING 0 ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 m TOP CHORD WHEN REQ'D NAIL TO TOP CHORD ;o TO PREVENT SHEATHING JACK - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING fRUSSEl HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.I SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHIROOF NG SEE • SPACED AT 10'-0" MAX SYP TRUSS BRACING •_ m o m N TD w PLAN I— g w W 'co s °• gF �� a 2X4 BLOCKING L Gh1i w s �� �„ T HIP TRUSS a g BETWEEN TRUSSES m$ W e g a W N Y H8 a SECT- A -A cu: o a IQil 3 Z� a T11303 HIP RIDGE BLOCKING DETAIL / N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL TYP N.T.S. (TYP) z U y 1O S,25 os a ❑ ❑ ❑ WWW.f0.9ENG.COM Z o — o TRUSS NOTES: CgOy %, `\ a ` ■ . Z N Q 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 J y W a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M z r Ir •Jj TOO SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY ���, `\ m CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. w 2. ALL BRACING (DB,08,88) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. .O 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT w CHORD OF THE TRUSS. c ATTACHED DIRECTLY TO THE BOTTOM 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. c SEE TYP. TRUSS BLOCKING DETAILS U N £ SHEATHING to t 3 TO 4 TRUSS X4 AS SHOWN ALTERNATE TRUSS SPACES DIRECTION L.U. Q N o RUS ® DAMS HOMES VERTICAL SCAB 2X8 M2 SPF 48" O.C. W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS (2}i NAILS OR HCLR/LL IN RACE OF (4) SOD S �N TO TRUSS FLORIDACONTRACTORS LICENSE NO. CRC1330146 REQUIRED @ RAFTERS GREATER THAN 8'O' 3000 GULFBREEZE PARKWAY SEE PLAN W BLE 70P DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE -ENO. TRUSS PLA'� SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS yl STUD W,� VARIES w ROOF DIVISION LOCATION: SLOPE \ ; PORT ST. LUCIE BEE PLAN CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2x8 #2 ICA XS 42d \ / \ \ 2X4 SPF BLOCKING \ Job Information: (4)12d WHEN R LANDS SPF 0-C. W/ NEXT TO PflEfNG. TRUSS y8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ BETWEEN TRUSSES \ \ @ 48" O.C. MAX. SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFrERS GREATER \ \ B THAN s'-o" \ 20 SPF BRACE \ / @ 48" O,C. - NAIL w/(4) \ COLLAR TIE RAAFTE \ AT EACH END & \ \ SHEATHI p� \ ALTERNATE DIRECTION \ O CB \ 2X4 BLOCKING BETWEEN BEVEL CUTS , TRUSSES W/ (r 12d NAILS (OPTIONAL) ' ' ® EACH END, CONT. EACH BAY B TB 2X4 SPF /2" / / TRUSSES Z C a-. rI G N 0) R W EACH T ALTERNATING De WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. / / SEE PLAN M BLOCKING PRE-ENG. TRUSS / , \ / / \ CQ S CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT PJ1 NANO FRAMED AREAS TVA. \ / / \ \ , / / 7 U . ii O_ 3 ) • • • •co _ SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / L z L� a r O :D e 2X4 P.T. BLOCKING BETWEEN AL WOOD 2XS #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / Lo Q /_j �W/� _I 00 ( / y / TRUSSES W/ 12}12tl NAILS ® ADIIAGGO EACH END MAX TRUSS 2X8 RAFTERS @ T-O.O.C. 2X4 SPF BLOCKING \ / BETWEEN TRUSSES TRUSSES JL . MAX. W/ 13) 12d COMMON Y @ 24" O.C. Model Name / Number: 1480 WALL BELOW TOENAILS To RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN / \ ,\ (3)12d EA. END (TYP.) CONC. MASONRY 4 FT 0 TO' O.C. MAX W / 13) 100 COMMON TOE NAILS TO RIDGE BEAM SEE PLAN STEEL OR WOOD T & B CHORRDDONT. AT BEARING SUPPORT & B CH . Plan Issue Date: TYP. WOOD TRUSS BLOCKING AA ALTERNATE BLOCKING 1/2" SPACE Friday, December 17, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING V1 KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 21 10562 2x4 S.Y-P. @ 1e" O.C. I Sheet: 4 Of. T806 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. T11315 TEXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS 6" Ly THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Thermal rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the Jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure - CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS, 6" SPA EVE 6" 6" SINGLE DOOR 31, SPA EVE 6" SINGLE DOOR W SIDELITE r„ 6" 3„ o 3„ Ste 3„ 3" 13' III III f 1 i.a f 3„ 3" 3 3,a 6' 6' 6„ DOUBLE DOOR W/ SIDELITES 6" ;PACE :VENLY 11 6 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 CY) ° 00 Z f ' Ir - Ir I 16" MIN. DIAMETER o z Iw I CONCRETE FOOTING TA(D_RROTQCTION BARRIER DETAIL N.T.S. SPACE EVENLY Saw 7" ,places to use In 50rw,w I• ... 6LALI TLi NAIL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS. 3/S' MIN HEADS 6 PER SHINGLE. fi W podede'Fne` A �`aP e o dam E C0"� 3A0 SO Ge ys`Edda z9" used. valley centerline ' ------------- SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY 2TICAL WALL ENTRY TEXTURED. PAINTED E TER. WALL FINISH 6° X W H GALV. FLASHING CONT— PLASTER STOP-, ROor— SHINGLES 6" X 6- H GALV. FLASHING COM-\ ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMLM or 6- ABOVE VERTICAL RISE OF HUSHING AT KNEEWALL FLASHING DETAILS NOTE: THIS DETAIL Is REQUIRED F sH NG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET J KNEEWALL INTERSECTION INSTALLATION BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. T. / r. • A - • A r\ • • A • INSTALLATION OF WINDOW 1-111f-1v111vIL1-41 BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEIAND BLOCK LINTEL & SCREW W/3/16" x 2HILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCHRU ' ' THE WIDOW FRAME INTNRY JAMB MIN. 4" FROM ENMIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S i 1/2" MIN. EMBEDMENT 2X WOOD FRAME 09 WL74D SCREW BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &SHEATHING EXTERIOR 3/4" MIN, EDGE FINISH DISTANCE BY OTHERS PERIMETER f 114" MAX. CAULK SHIM SPACE BY OTHERS O.A. WINDOW HEIGHT EXTfRI4R il I INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N•T.S 5 DRIP EDGE. RIP FOg1 AT FAVFS ANU RAK." OF TOOF5. OVERLAP TO OE A MINIMUM ant. EAVE DRIP EDG 6 M RA K O Nc NSHFATXINGAND PMEND AT EAVES NIMEM OF 21O DRIPST AIM EAVES AN IERTEO TOBEIAYMf AT. EITHER UIN FR THYVENT, THU, AT. L INSTAL LFp 1IF10EON OF THERE WI SEA D WOlHeFAME.CE11 LTJ STALIfD AT1Y LASE FLANOF.MIM M a 12, in aE ;ALLYITFrw dAMAXIMUMIE IN ON MERE F . ASDETERMINED1 `F WII SFf.TIl1Y Rm1i.1.351111 NFH i Next.. Fastener SPadng (Jambs, Nead and Slln Wall Framing: #2 Saucelleine/Fh Or Beeler . V Shome #10 A 14/2" sae. Minimum Penetration 1'3/e" Glatrrg Bead j-. Cross Section View 4 Minim. I 1l2 -' Silicine E"eria sheathing " war/et/on 2n codes anddullding types, RlsAert up to the end user to detero p , the properMstalAtMon oltpeseltem& I.b AFE e a{ tl.v.,,h=F ,.c ,slap era; pePied hackfo+nyvcpon, but please re stlek Vie'wrep10 t .L a cac a.m.a"J.r 1, Step I Measure to be sure the opening is 3/8" to 1/2" larger than the window situ both Venially and horizatir lly. • You maY wish to pre -del the Installation holes in We Be at the time. elk pnepgrw hater in dre motoley finder liner are nalr akNeadcomi Step 2 Apply a generous Deed of Stil p to the backside of the mountlig fin. Use enough si icurne to sufikierMy fill all wads between the fin and the wall sheathing. Step 3 Ilscert the window PRO the openlhg ham the outside. The window is labeled "inside and "ousli but if these Whets have been removed, the teal bead shoub alwa be to We Inside of the lauidnq Step 4 Irtgg shims under titre sill, adJuWng Wen urd the unit is plumb in the opening. Shims should be Inte lid under the all every 2 feet. The window should be basWl centered in the opening with no more than 1/4' gap bell~ the window and wail frimuni Sep 5 Install a #10 N 1-112° saew 4" from the comer of the fin at each end of the head sill and both' mbs. Step 6 In9aa the remaNing hsterles M a° Ircranents from We comer screws to the renter of each frame nemisr. the care not W over- __ tighten OR saewws and WII them through the fin. Also, make sue the screws go in straight and do not once the frame W bow. Wall framing should be a minimum of #2 SprI datill Ie1Fh Step R It desired, a roam Insulation Ean be applied to the interior gap between the window and wall homing. If applied, Mmust be rice .NON FAfAR01 KG T1'Pf LOAM. Step 9 SIAM these windows are Nplealty, used in rooms with high moisture, le; bathrooms, It Is recommended that the interim gap between We window and wall naming also be sealed with Shore and coded so as not to interfere with the installation of wallboard, We or trim. Step 10 Once all construction Is complete, remove the bubde wrap from the Inside and aAslde or the window. If na essary, dean the blocks with a mild detergent and warm water using a saft cloth. Failure to follow these procedures will void any and all warranties. F� �,Y ; P14CA, FOR�yryn AUNTY 0 IN3 4." GENERAL NOTE: 1- SEE COVER SWEET FOR WIND PRESSURE AND EXK)SURF_ ` co At o 2-SEE ELEVATIONS ffO '��'=�77 ITQQ����b ittal Affidavit gt W # 3 SEE TITLE BLOCK I R`S� CFO ATIOIY! M 00 00 # Building Address: Contractor: 8Hao N� Ej E_g�o, Uo rn Ci (Ji �ATAP61IdRf4L SHEETS FOR ANY STRUCTURAL INFORMATION -s a a AMethod nt Approval # K w .`s v a� - uj a Odell # a13 w Hlia 2 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 w A W s m J ROOFING VENTS: DADE Flor COUNTY APP. Pror ROOFING UNDERLAYMENT: 1st Choice I ITAMKO BUILDING PRODUCTS LLC PANEL WALLS: ALLOWABLE NEG. ^^ THE TAPCO GROUP NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" PENETRATION THRU SHEATHING MIN " a ii LL ? O1 0 P17-8 e 5 a ¢ u•J o I� �S www.FOservacoM ❑ ❑ ❑ AGO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, ridge vent" FL21580.1 R-2 /g vJ /W�� z o Z 04 NCO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 z m Q ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH J R905.1.1 Ll. N DI N Z� 7" SHAKES PER MANUFACTURE INSTRUCTIONS FL20403.4 1t/7 0 v VINYLINSTALL ZIP SYSTROOF EM INSTALL PER MANUFACTURE INSTRUCTIONS FL17146 R7 W rATHINGC) HOMEGUARD INSTALL PER MANUFACTURE INSTRUCTIONS CCRR-1092 L) 1O 0. HOUSEWRAP 0 w 2 In c - Overhead Garage Doors: M ru M53 1st Choice +30.0/-30.0 CLOPAY 16 X 7 2"x6" P.T. WOOD JAMB WITH FL16546.8 u 2nd Choice +30.0/-32.0 CLOPAY 53W5 (5) 1/2" DIA. x 8" "1" BOLTS FL15279.84 law t — '55 00 ® 8 X 7 U o d Swing Doors:IMMIa N a °D a'm 1st Choice +67.0/-67.0 THERMA TRU-CORP- ALL ONE 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 +67.0/-67.0 THERMA TRU-CORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL R20461.1 AW/A\DAMS HOMES FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN- FROM li'�✓•M 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PLAT PRO Fuszis.z 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 Alum. r Infor d n MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL15332.12 Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16' TAPCON FL 17676.9 Single Hun (fin) ANCHOR WITH MIN 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-50 MI WINDOWS Single Hu (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2X BUCK USE #S WOOD SCREW OF FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS Single Hung SUFFIENT LENGTH TO ACHIEVE IV" INCH MINIMUM EMBEDMENT FL17676.2 (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single f FL17894.4 Hung (Flnless) name Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1St Choice MI WINDOWS Mullion 3 16" TA CON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVEA 1"A M-1926 Honzontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM PL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 WITH MIN. 1'4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1St Choice +66.0/•71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R5 of length Plygem / Variforrn Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard van I sta des solid 144 vented -145 FL12194 2 Hurricane Panels: Dade County App. ALL AMERICAN ^ a. . 1st Choice SHUTTER & G ASS Storm24PGanels 24 GASTORM PANELS FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number; FI. # 87864 Name: Certification Number: DIVISION LOCATION: PORT T. LUCIE Job Information: rree 00 1 z =� 0 (n On W \ J M ovo @ (U m a (L 3 lb > o 2 a 0 J W � J m U) Model Name / Number: 1480 IVI Plan Issue Date: Friday, December 17, 2021 KA PROJECT NUMBER: 21-10562 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PS MECHANICALLY FASTEN AS FOLD UP WEATHER THESE QETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER& WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER - DOOR ROUGH OPENING R703,1 General. Exterior walls shall provide the building w;th aweather-resistant exterior wall envelope. The exterior wall _ TO BE USED• envelope shall include flashing as described in Section R7,1g,q- /'WEATHER WINDOW UNIT / RESISITIVE R703.1A Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER WOOD FRAME CONSTR. TAPE `� EXTERIOR SELF -ADHERED FLASHING 3/4".1"BEAD OF CONSTFL SLOPE accumulation c water within the wall assembly in to tht! ea water-resistant barrier behind the exterior cladding as SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. ,q R OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30.5 Cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from boles and breaks, complying with ASTM 0226•° r-T f't i'=-' t-t WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND ysseuaz�wnroow; OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 CC ' VI PRODUCTS DETAILS asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where •`° MINCEn� \WEATHER EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the S s " ' SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive harrier manufacturer's Installation Instructions. The No.16 asphalt felt or other approved water -resistive '^ 9.. f. H ' '^•- RESISITIVE CEMT. FIN. barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a err BARRIER f PER FBC-R CURRENT EDITION 703.7.3 $bJ f .•r,.:.:,- SEAL TOPS OF JOISTS ( ) manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR 3 (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based Sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain &tam temporarily secure weather RIM JOIST to the water -resistive barrier is directed between the layers. 1. Cut, fold up p Refer to the number marked as ® in each detail that corresponds to the ii resistive barrier above header to allow for flashing installation `P1` , 07 2. Self -adhered flashing us head flashing under weather BUILDING numbered Items In the list Of instructions below: Exception: Where the water -resistive barrier that Is appliod over wood -based sheathing has a water resistance equal to or x� p. rr' e6�F/". 9W 9 resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater 1 Fold weather resistive barrier back over head flashingand .absorbing layer or designed drainage space. � 8 O 2. Install flashing and weather resistive border to form water shedding laps seai with tape 2 2 2 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, velf-adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be SELF -ADHERED FLASHING scale: NTs SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's FLANGED WINDOW SELF -ADHERED FLASHING W P03 scoring cuts Instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of W P01 EXTERIOR DOOR WITH DECK- SECTION A 1WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water to the building structural framing components. Self,dhered membranes used as Hashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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 adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING 3/4"-1 ^BEAD OF CONSTR. ADHESIVEFold as own exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved//111111 fflfj INSTALL SELF -ADHERED ASPHALT 7, Angle of cornerbma rrows vvary, adjust folding of the flashing accordingly to fit (lashings shall be installed at the following locations: \N��\��`,� N ADHESIVE TO F APPLIED UNDER FLASHING JAMB &HEAD ADHESIVE g y y ) g g g y \\\'� 0 O THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING \ .. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to comer J REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPC 1) 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the P r •• S• • • '•, * y LETTER ON CHEMICAL 8. Mechanically fasten as necessary exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY SCORED attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed RELEASE PAPER in accordance with one or more of the fallowing: U afl- '�� OF �• (BEFORE FOLDING, SCORE 1 J� SELF -ADHERED FLASHING, �'O r RELEASE PAPER TO EXPOSE ` v SELF -ADHERED - 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the •( EXTEND A MINIMUM 6" ADHEsrvEAssllowN) cj FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the (lashing manufacturer's Instructions. Where flashing � � ••• F LQ4 : TTOM OF an installed at e sill exterior ow and or THRESHOLD ESHOLD Panructions or flashing shall be sealed or sloped ails are not dinpsuch a manner shall o direct waterlto the sfurface of the exterior wall finish or to 'os, NP MECHANICALLY FASTEN AS g Openings g pan flashing shall incorporate flashing or protection OFE $Sl0 the water resistive barrier for subsequent drainage.. 0 m using �J NECESSARY IN CORNERS THROUGH at the head and sides. �!•rhrfi 1lNdv�N` (SEESECD N-ETAIAL SELF -ADHERED FLASHING WP02) 1.2 In accordance with the flashing design or method of a registered design professional. IIIt)nt �, i (SEE D 1.3 In accordance with other approved methods. a SELF -ADHERED 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WOMA 250, FMA/AAMA/ li FLASHING iD VVV 2 WDMA 300 or FMA/AAMA/WDMA 400. a SELF -ADHERED FLASHINS 2. At the intersection of chimneys or other masonry con "truction with frame or stucco walls, with G NAILING FLANGE projecting lips on both sides under stucco copings. t O 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS t 6 4. Continuously above all projecting wood trim. UNDER DECKING BOTTOM NAILING $ (SEE DETAIL WP07) 2 7 aft - FLANGE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. g � U5 ql Q) DID a t z""-43 l 0 x rx SELF -ADHERED FLASHING SELF -ADHERED FLASHING \/�/P05 SELF -ADHERED FLASHING W�'OO 6.Atwallandroofintorsections. �g�=� ,�1 U LL LL HALF ROUND WINDOW W PO4 EXTERIOR DOOR WITH DECK V V INSIDE CORNER 7. At built -In gutters. pao"" � O ", z u afrm' m`�9C u o w C yr o t1J s DA p#q4 Yc��N rn 3. SELF ADHERED FLASHING ":�iy �' ' u ' ' 4 s F a a 1C _ to p 3 DECK PROTECTOR'` o �, •, , SHEATHING �Enag r �3 a d 7/8" Cemeni Plaster 718" Cement in accordance withaccora ` ® J �_ o t Plaster x . ASTM 926ce with S s W �a • _ ,,,, � ASTMC926 N �..- _,..�. - ....., .. SELF -ADHERED ..r - a' www.FDSENG.CON ❑ ❑ V FLASHING PATCH t"ru Felt backed metal Felt backed metal �.-fie„ ,, '. � '. v} ty lathe in accordance lathe in accordance O r SELF -ADHERED FLASHING r' with ASTMC1063 with ASTMC1063 z o DECK PROTECTOR Z g / Building Paper Building Paper a 7/16' O.S.B. m 7/16" O.S.B. a _ „ _ sheathing %i sheathing tl' DOUBLE _ a .. Kee to edge Q) z m SINGLE i JOIST 2 a , , e P g /�A CO r i 7, SELF -ADHERED FLASHING '^x>w:,,r „>+' t , Metal of weep screed /\�ral1V/jam JOIST r - Flashing 2" below top of W y� SELF -ADHERED FLASHING 1 fD p / � ; a ` Unperforated block _ `W 2 Un erforated p O W 3"MIN 4 „ £,3v Flange 7/8" Vulcum c W" rr� °") Weep Screed cauk bottom vy m N bigjoint only r� V - N• 2 5 <., . - 4 , ,�, ; :. a+' Maintain Metal Flashing � £ 9 11 Bottom of 3-1/2" Unperforated so = o 'Il SELF -ADHERED FLASHING SELF -ADHERED FLASHING Q APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN Weep Screed Flange 7/8" Weep Screed U In o o \H0.8362x;DECKJOIST WP07 OUTSIDE CORNER WPO8 IWP09 11/2"tot" c M ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE Q N o m r4,m INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1/2" Cementitlous Sheathing Decorative Finish ® DAMS HOMES b• •`o, All inside and ',.y\o' / outside corner will FLORIDA CONTRACTORS UCENSENO.CRC1330146 EXTERIOR WINDOW UNIT need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster o cut and caulked all GULFBREEZE, FLORIDA 32563 butt joints need to BUILDING PAPER in accordance o g DIVISION LOCATION: SLOPE °'o, ,0•0�• Vulcurked using 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 (0.6 cm : 30.5 cm) (0.6 cm: 30.5 cm) floor VI lob Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~-- EXTERIOR CEMT. FIN. BUILDING PAPER O WIRE LATH 1 /2" Cement I - SELF -ADHERED FLASHING Plaster Finish 7 L d' Ln o 00 Block W N w WIRE LATH o, FlangPerforated 1 2' Weep > GD x 6 e BUILDING PAPER 'Cement •',•o, Screed o_ j m BUILDING PAPER Plaster / �_ � a over block 0 J LlJ rq o EXTERIOR lstfloor J m (%i n W WINDOW UNIT CEMT. FIN. nstall bottom Model Name / Number: Slab edge of weep screed 1" below 1480 finish floor Plan Issue Date: OPTIONAL DETAIL Friday, December 17, 2021 2 2 KA PROJECT NUMBER: g O Note: TI The bullring paper and metal lath 21-10562 WEEP SCREED DETAIL Sheet: 'A,® Df n must be Installed over the top of dY r SELF -ADHERED FLASHING W P 10 CEMT. FINISH WINDOW SILL Mall 1 1 CEMTSELF-ADHERED FLASHING SELF-ADHERED FI D FINISH PARAPET WALL W P 1 L the Weej� SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD screed, WATER PROOF DETAILS PATIO SG'z?"x1O'L° 25 SH 25 SH 25 SH 4 # 12x6 1wco' " 60 95 k' EAM LY R-00IV1 10x6 11wcd 'vYYD CLC.. £ 51 R VLYD CLG. .Y tD CLE- 6„ 1Vx1a 12x12 rag --- -- 215 I- : 14x8 1wcd` g" ....:::.... 2668 •• a L I ;fsH 18x18 fbrag ''- 12x12 rag; , - � r ® � .r-1o• i85 6 „ 10x6 1wcd , lI WTI) �l� I „ , , I zcse- 95 ffi ,75 1 x16 ra „ I II 10x6 1wcd aGH ; 1&4 1wcd KIT EN 12 w o as 1 1 12x6 1 wcd 5" `s!+ vixD cic;. x4 1 wcd __ 55 , LTDu� mrc y„ ? ecE3 e_ _ _A"C AWESS _ _ _ e 60 PULL DOW14 S?'AIRS , 10x6 1 wcd L,rcArE: r� EiF1 a ; N 7" N ; 1 19'0^ - - 4„ ; 'FSS � f� 2 OAR GARAGE - ; 20 it --- `t, ` ®s .� Aa-] EACH SME 8• CU."K 3 W,I,0x4 L Q , �Sy)oFOPENNG 8' CLAD.oi.G. P ____-------' _ _ .- L_1.VE t----R__.___________.___-__ - -G-7. _ i 12x6 1wcdi''..,-- ME B _ -G L ®y 3.1 LR . - - -- �A Ti- - v- -__- 1 25 SH NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED J„ bath duct 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance to roof or wa,1!1 cap with Florida Residential Building Code—M1602.4 wl standard 70 balanced return air. EXCEPTIONS 1-3 FLOOR PLAN cfm bath fan WIALl:114•-,'40" ALL ELEVATIONS 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan dryer wall cap 2.5 ton w/5kw @240v 1ph 18x10 plen scale :1/4"--1'0" platform by cldr License #C;MC;12L4111 AREA CALCULATIONS ig FLOOR 148A S.F. a v TOM I.IVINC fAC) 1484 S.F. GARAGE 3$7 S.F. an CEIVEREC ENTRY (BASEF 23 S.F. I t�,t COVERED PATIOILANA! � i 'TOT.AL AREA UNDSER RQRF--- 1`?,0� 5-F. L Rating v s s 0 V O U _- O O v v CC� �L S LJ_J Cn z LLJ 0 0 Cn W L!W Q = — � N 00 O ?- O - (/) — r--� m Lu > Z Z W _1 -1 Q D O D Q IM IZ -J C/) ® C� Must have a minimum clearance of 4 irches around the air handler Der the State Enerav code. All duct has an r 6 insulation value.