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HomeMy WebLinkAboutBuilding PlanTERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AAN�(NOTES: BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." N SLR 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. STRUCTURAL NOTES: CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2, HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM 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 LOS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM P OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -I- 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. EXTERIOR COVERING MASONRY WALL CONST. I. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE IN, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1053, OR ASTM C1787 STRENGTH A 2000 PSI (f m C NFO PSI ) 2. MORTAR GHOUL BE A. "3", CONFORMING TO ASTM CITH AND THE PROVISIONS OF THIS CODE. 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 LL A OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. R703.7.1 LATH. R MATERIALS.D ME LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE HALL 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 CIA OR SOFT, N ILS HA IN HEAD, OR LONG,16 GAGE LATH SHALL BE ATTACHED WITH LONG, GAGE NAILS HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. STAPLES, SPACED IN ACCORDANCE WITH ASTM C1GAG AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSOS 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 R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9• TYPICAL LCELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 1. DO NOT APPPLYY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. 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 WOOD CONSTRUCTION OFTHE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, ILE 13LOCKING OR GABLE WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL W0004MED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER i" 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 R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBAA OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND 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. BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING. REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/G-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. R703.4 FLASHING. EXPOSURE 1 OR 15 32" RATED OSB EXPOSURE 1 WALL SHEATHING: 7/SB"STRUCTURAL IOSB / EX APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. 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 PRE ENGINEERED WOOD TRUSSES IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'NATIONAL DESIGN SPECIFICATION FOR STRESS 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM ODUCTS ASSOCIATION. -GRADE AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODU L PR G U C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE, EACH SUBMITTAL SHALL BE SIGNED CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. MASTER REVISIONS DATE I DESCRIPTION STRUCTURAL DESIGN CRITERIA CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70.17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (AC131&14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES -. (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF-20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS** I LL/360 I 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 (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 to- TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) ) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL 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) DOT NOTES I. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. : 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 It BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEF19CIENT +/- 0.is NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 t) 28.8 O 34.4 O 50 (+) 24.8 (+) 24.8 O (•) 27.1 (-) 31.1 0 (+) 23.4 (+) 23.4 100 (") 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES CARE AND MAINTENANCE YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER/HOMEOWNER ARE NECESSARY FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BE TAKEN TO CHECK WINDOWS AND HE K DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3- 5 YEARS TO PROTECT THE COATINGS. THE DESIGNER AND ENGINEER OF RECORD ARE NOT RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER MAINTENANCE. INDEX OF DRAWINGS SI IT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS 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. R Is the Intent of Designer/Engineer listed In the titleblock of these 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. RI C ELEVATIONS IF SHOWN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET Every Irt Professionals clear information. Eve 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 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of arty work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)''A"x 2i4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality MASONRY AND (7ylOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) WSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SOS SCREWS AND (5)1/4' x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. 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 er with for reimbursement by the Designer/Engineer without advanced NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. 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. notification and approval by the Designer/ r. 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 24/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENTAND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 11 CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. AMS HOMES Of Northwest Florida® 30000 UULF:REEZE PARKWAY UULFE REEZE, FLORMA 32563 V➢ W Us t t'R97'9913 rgg� y � o q,7 ? do e n -!c ' of ii "Er m �r 0 a W � 00 s � OD y�g 08�"rn 0:! 12 EL $� d 0 N - y Z Y r ggmA'' W,3Hg6 nW. �' I.I a 12 a v 3w LLB€ 0 @u9 p� W�m� fmC O J w�. -•H WLL � � m J 15 U,111110 o m vi q gal At Y w .FDSMGDaM ❑ ❑ ❑ z M r� g N o z a y �' V)0 (9 O C UP& Ln U WIVE DD xl� i Q N C btl'',, 4!m . A r1A11A 9C YAKIILcz FLORIDA CONTRACTORS LICENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: ry O z a�� w 0) 14 IL 3 °- 0,JLuZ M L0 o _jMW W ♦ Model Name / Number: 1780 ♦ I Plan Issue Date: Monday, December 13, 2021 ♦ F KA PROJECT NUMBER: 21-10556 Sheet: w Of'. COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(plJ) BW1 IS. (2) led TOENAILS (2)16d TOENAILS SPF ND UPLIFT BW2 SP2 W/ (6)-10d SPl W/ (%Lod SPF 402 18" STUD, (6) too PLATE STUD, (4) 10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SPl W/ 16) 10d SPF 803 STUD 6 18 PLATE STUD, 4 10d PLATE NO BW4 16" (2) led TOENAILS (2) led TOENAILS SYP UPLIFT 13W5 SP2 W/ (6)-10d SP1 W/ (6)-iod 16" STUD, 6 10d PLATE STUD 4 100 PLATE SYP 439 (2) SP2 W/ (6) 10d SRI W/ (6)-lad BW6 18" STUD 8 10tl PLATE 5TG0, 4 10d PLATE SYP 878 BW7 (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW8 SP2 W/ (6)­10d SP2 W/ (010d 12" STUD, is) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6)1 BW9 12" STUD, IS)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12' (2) led TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6)AOd SP1 W/ (6}SOd 12' STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 585 (2) SP2 W/ (6) lOd SPi W/ (6)-10d BW12 12" STUD, 46 10d PLATE STUO,(4)SOd PLATE SYP 1170 BW13 NOT USED UBLE 2x TOP PLATE TOP OF WALL .;, SEE PLAN iT MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER PLAN/ SCHEDULE DOUBLE 2x HEADIWALL SEE FLOOR PLAN ABOVE SIZE. SEE W FMN Z FOR CONNECTION IF HEADER IS WITINDICATED ABOVE EE MS03/S1 FOR NO UPLIFT CONNEERG WALL TO INDICATED [N WP0MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ 12) 12d TOENAILS TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2 A B ® 32" 0 C W/ 7" INFO EMBEDMENT OR 1/2" A T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. IREQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD ¢ 32' O.C. - - 7/SB' OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"od SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE, GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW' IS INDICATE[) ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WI OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF'SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAIUNG SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FD R STUD SPACING AND GRADE 8. IF THE BEARING WALL IB INDICATED WITH THE DWI, 9W4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. S. SPl/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. jod= 0.148" DIA. x 3' LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) CS (3) 2 x 4 #2 SPF (4) - Jed TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR` & (8) 1/4" X 11/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-0R 4 -led TOENAILS O p DTT2Z W/ 1/2' WEDGE a (4) 2 x 4 SPF#2 ANCHOR* & (8) 1/4" X 11/2' 2145 SDS SCREWS CS 4 x 4 P.T.#2 ABU44 W/5/8"ATR** U=2200 SYP POST & (12) - led NAILS 6x 6 P.T.#2 ASU66 W/5/8"ATR** G-12DM SYP POST & (12) - led NAILS U = 2300 8x S P.T. #2 ASU88 W/ (2). 5/8" ATR** G = 243S5 C7 SYP POST &118)-led NAILS U=2320 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5.SDS2.5 W/ 114) 1/4" x 2 1/2" SDS WS & 5/W EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5,25 P.L HDUBSDS2.5 W/ (14) 1/4" x CB 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZFD IF EXT. ANCHOR, OR ATR** 010 3.5 X 7 P.L. 1.8E ir_ 00 PSI HOU8'SDS2.5 W/ (20) 1/4" x 2 1/2" SOS WS & 7/8" EPDXY 6970 (wOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU8SDS2.5 W/ (20)1/4" x 21/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU&SO52.5 W/ (20) 1/4" x C12 1.8E Po-2400 PSI 21/2" SOS WS & 7/8" EPDXY WOLMANIZED IF FXL) ANCHOR. OR ATR-*- GENERAL COLUMN NOTES GENERAL 1, SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR S" EMBEDMENT FOR 7/8' ATR S. IF [0] 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 W. GUN APPLICATION NAIL DIA-LENGTH NAIL SPACING 8d 0.131" X2 Ih" 1 0.131- X 2 S4" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 124 0.148" X 3" 0.131- X 3- SEE PLAN BLOCKING & TOE 0.148" X 3 V" 0.131' X 3 34" NAILS & TOP PLATE 12d 0.148" X 3 V" 0.131" X 3 'A" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS lOtl 0,148" X 3" 0.131'.X 3" 8" O.C.(COMMON) STUD PACK 8" O.C. GUN NAIL COLUMNS 16d 0.162' X 31h" 0,131" X 3'A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 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/ 1/2" FLITCH PLATE THIS SHEET H4 (2) " 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET HS (2) - 1 3/4" X 11 1/4 ATTACH TOGETHER WJ (2) ROWS 114" X 312' LVL 2.0E Fb=2600 PSI SOS WD SCREWS 016" DC, TYP, EACH SIDE H6 (2) - 1 3/4" X 9 114 ATTACH TOGETHER W1(31 ROWS 1 A"X312' LVL 2.0E Fb=2600 PSI SOS WD SCREWS 0116" O.C. TYR EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 11-0"-3'-11" (1) (2) ill (2) 4'-0" - 9'-0' (2) (3) (2) (2) 10'-0" - 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACN PER DETAIL WF37/S3 5. FASTEN ALL MOLT -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 e #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) . 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) (3M OSB FUTCH PLATE. NAIL SIMPSON LSTA24 OR(2) 4� BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAI LS 0 12" OR 12) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. 12) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON RTS20 TO WOOD POST ROWS OF 12d NAILS kb 12" UK2 SIMPSON HETA16 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.DE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD OR (2) I OR 12) SIMPSON HETAi6 TO CMU SON SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN.. EACH SIDE. (2) - 1 3/4' x 11 7/8' LVL 20E 0 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETTHERHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" a 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS # 18" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 16" LVL 2.0E Fb=260D PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON 14TS20 TO WOOD POST SCREWS D 16" O.C, TYP. OR (21 SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN 4' BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. An%f)' 31'-0" •"4„ 7.�„ 181•0" 10, 8" 2,-4" Nm O m Om 25 SH 25SH Oil`r - ------ 3'-10" 4'-4" EGRESS 17'-6" EGRESS / 03X4 GARDEN TUB F.G. / O SHWIR / OWNERS ' I 4 04 8'-W CEILING BEDROOM ' OWNER M VAULTED CEILING i FLAT �d (r0v TO 10' FLAT / LP - 8,_0„CEILING ------' -- G.T.-- -- --- - q /. � ,--------------- `AI ' r o 0 0 , 8'-0" CEILING I 5,4„ 3,$" 7,_1" 5,_5„ 2'-6" i 14'-0" Y , a 2868 Ymsd r N '• IF R N A 1 O I 5 SH's `P 1 _ 2668 ©N r`v I 1 I N W$G1 N 1 o FAMILY VAULTED CEILING 1 TO 10' FLAT 1 BEDROOM 2 a p I VAULTED CEILING o N b - 1 TO 10' FLAT 'n 1 I W N "' w = O A N S2 ti 1 10'-0" CLG 2668 a v A /n CNN I - LLiro M 0 Zl_j 15.8„ 2'-10" W A/C N = 00 0 R/A 6'-6- BATH 2 I _I _ e0i OD 8'-0" CEILING 1 3 R/SH N o I N R/SH N F,1'r(s 2668 1 i a 1 HANSON BOX 36"/ BEDROOM 3 I VAULTED CEILING 1 TO 10' FAT DRYER VENTI THRU ROOF MAX L{GT 35'-0" 1 At __ 501 n O N VERIFY LOCATION 4 2'-10" 3'-6" I 1 9'4" PROVIDE PLATFORM FOR AIR HANDLER - VERIFY SIZE W/ MANUF.CID 10 m 10-0" � CEILING o AUNDRY 10'-O' CEILING w w I j o 8KITCHEN w o z ¢ 0) 1 36" FLAT BAR TOP ON 34 WALL �--------------------- __ _______ r - r i DLW -I N I DBL. SINK VAULTED CEILINGN I TO 10' FLAT 4 1 '� 3'$" 5'-2" 2868 W/ BUILDER i 2668 NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IF W'H REFRIG. 4668 5 SH REQUIRED BY MUNICIPALITY. SEESHEET 4 FOR DETAILS - - 3'-6" - - - 4'-6" I 7'-6" 5'-2" 6'-10" 12'E" } _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 51"8" ' PULL OWN. STAIRS B to LOCATE IN FIELD v .., 221A'x54" BW2----------- " of N m in N - - / / / v DINING a i VAULTED CEILING V GARAGE TO 10' FLAT 3 o J rp FOYER B'-O" CEILING o M Si N 3 LO G.T. B ELEV ONLY d' _+ •----- -- - - -- - -------- -------------------- - , ENTRY °P aq O 2'-0" 2'-4" 35 SH , 7'-0" L 2'-4" 6'-4" G.T. (B ELEV ONLY) HOSE o - --------- - -- - -- 12" SQ. BIBB R 12 COLUMN O M -2 s-2 ® 16'x7' GARAGE DOOR CD21 4'.8" S-2 14'-4" 5'-8" 2'-0" 16'-0" 2%0" 20,-0„ 20'.0" 4o'-O" FLOOR PLAN SCALE: 1/4" ELEVATION 1113" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 © +26.5 / -28.8 O +26.5 / -34.4 l E l +24.8 / -27.1 �> +24.8 / -31.1 +24.3 / -27.5 1 1, r j ) +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 ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL z .a R9grJAP ° t I ° } l A, *a0 i GENERAL NOTES iAJ N 1 P R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. E I: Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not O acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of to the venting. a 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 m a o the separation is a floor -ceiling assembly, the structure supporting the separation shall also g oC(g n 00 protected by not less than 1/2 Inch (12.7mm) F w a'LnI 1- gypsum board or equivalent. g mR312.2.1 Window sills In dwelling units, where the = u=Bin d top of the sill of an operable window opening Is locatedless than 24 inches above the finished floor and greaterthan Lj 72 Inches above the finished grade or other surfaceLL below on the exterior of the building, the operable windowshall of the following [3 listed methods].0R308.4.2 comply with one All windows within 2'-0" of doors and in y^&shower or tub areas will be safety tempered glass.Calling for exterior entries and covered porches to i°�2< D Vhave 7/16". span rated OSS nailed per zone on t # . gYI V -' y roof diagram nailing schedule or 5/8' COX. '� WWW.FDSENG.COM Il 11 11 IX T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to U � Z unconditioned spaces (e.g., attics and crawl spaces) g shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding Z CIA < 0 surfaces. 5 M1502.4.5 Duct length The maximum allowable exhaust duct length shall be a LI Z it •Ji determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 01 U-) 0 M 7 �„ lam' +� 6 Ceilings for exterior entries and covered porches to be fa n w . 7/16" OSB on underside of roof trusses shall be attached to to all framing members with 2x blocking U - ID Lu g Ll) c provided at perimeter. The OSB shall be attached W/ 8d d nails at 6" O.C. field and 4" O.C. at edges or 70 screw j cn L c shank 3" O.C. field and 4" edges. Vinyl ceiling to be U _ attaches to OSB per manufacturer specifications w s o $ QI�N7 o nOo Q'm.. ® PfAMC YAMICC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE I I ♦ I Jab Information: I 0 LH LU d) N \, /T N N ci M 2 d M to 4) i P rn a O W VJ (n ITI Model Name / Number: 1780 AREA CALCULATIONS ITI PlanlssueDate: 1st FLOOR 1780 S.F. Monday, December 13, 2021 KA PROJECT NUMBER: TOTAL LIVING (AC) 1780 S.F. 2140556 GARAGE 391 S.F. Sheet: /� Of; COVERED ENTRY (BASE) 38 S.F. L COVERED PATIO/LANAI 117 S.F. TOTAL AREA UNDER ROOF 2326 S.F. FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. REINF. GRADE SEE PLAN p #5 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTIONS IS TO �BE USED. I I CURB FOR F.F.ARIES _ MASONRY @ ELEV. 0'-0" - - - - W/ (1) - #5 BAR CONT. • ' -) C(2)#5REBAR 2 STORY: 20" X 20" REINF. ON W/ 3) - #5 CONT. SEE PLAN BEAR I.0 I A� FM01 I SINGLE STORY FTG 1/2 FMO2 SECTION @ GARAGE 1/2 REINF. SEE PLAN F_F * x co } � -7 l : Ti ) �; 8 (1) #5 REBAR CONT. GM(1R ITI-IirvrNiPn P-)rp 1 1/2"=1'0"1 =1.-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE -FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I - JGAR. FIN. FLR. -.. L.: ALIGN DRIVE W/ BMOTTOOF I ,J `L" RECESS &PITCH DRIVE 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W (3) - #5 CONT. JOINTS 10" O.C. TYP. 18" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2' =1'-0" 1 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE PLAN I T I' .EBAR I FM11 I STEP DOWN BRG. I 1/2"=1'-WI FM12 I STEP DOWN NON BRG. I 1/2"=r-0" SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" co N TYP. SEC. ELEV. 0'-0" WITH CURB 8. (1) 45 BAR CONT. �y.. w_L(G.C, VERIFY) Z 2 �I �I REINF. CD F.F. (SEE PLAN) 2 #5 CONT. INSTALL LINING * w - 2 #5 BENT BARS W/ MATERIALS PER " w w MIN. 25" LAP SPLICE FBC-RP2709.2'�`'I' • MUDDED FLR. 16' SLOPED TO DRAIN #5 CONT. MIN. 1 2" = 1'-0' FM14 SECTION @ RECESS SHOWER 1/2" = 1'-o" FM18 TYP. STEP FTG. DETAIL / ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FWD. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" °D _ #5 X 25" X 25" o c CORNER BAR ONE N E FOR EA. HORIZ. w __ REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/z"=r-o' FM: TYP. FND PENETRATION 1/2"=r-0 STEMWALL SCHEDULE MAXIMUM FOOTING DIMENSION STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d 1STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20 W/ (2) #5 BARS <674# 6'-8" >2'-0"-0'4" 1W 1-0" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# AE O" >4'-0"-5'4" 16" W/ (5) #5 BARS CONT. 16" 48" 48" 1162# 2'9" & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO 05 CONT. REBAR (1) #5 HORIZ. CONT. TIED R EA. VERTICAL REINF, BAR-\ #4 TURN BAR ® STEM WALLS GREATER THAN W-W (1)05 HORIZ CONT TIED Eq. VERTICAL REINF B FIN GRADE 6 MIN wr, TO TOPOF "F°'" STRIP FiG. -gym COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) 9s a COVER d FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND 'VERY. F.C. AEIV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE «16' 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4' 0' h * TALL (TYPICAL ALL CORNERS) 6.IF STEMWALL IS WITH IN 5'-W OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH, EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS -SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED- 2 4' 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M. OR RBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR FlBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SMALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLOB. HOOKED FIG. DOWELS 17" EMBEDMENT W/ 30- EXT. ABOVE SLAB- 4 CONSULT W/ MANUF, SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12- PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN, 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1./8" SAW CUT A DEPTH OF i/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN, G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12' BELOW FINISHED GRADE SECTIONS R403AA.I THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PEE. FOOTING SCHEDULE MARTS SIZE DEPlH REINFORCING GRAVITY CAP. Ips FL0 1'-0" XCONi. 1'-0' 2 #5 E.W. 301 2000 F2.0 ?'0" X 210, 1'1T" 3 #5 E.W. GOT. 7200 F2.5 2'6" X 2'6" 1,0' 3 #5 E.W. 007. 11000 F30 3'-0" X 3110" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 316" X 316" 1'-0" 4 #5 E.W. BUT. 21500 F4A 4'-0' X4'-0" 1'-0" 5 #5 E.W. BOT. 26000 F4:5 4'6' X 4'-6' 1'-0" 5 #5 E, W. BOT. 34500 F5.0 5'-0" X 5'-0" 8 #5 E.W. BOT. 42500 F6R 6'-0' X 6'-0" VA" 7 #5 E.W. BOT, 61500 LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 3" TO SANITARY SEWER PLUMBING RISER I 40'-0" FM03 0 m F2.5 3.1 s m - - TI TIT --------- N - - - - ) 'I u3X4 II II I GARDEN TUB III I I E.G. II ' 1 4 II IIIr SHW_RJI �II IJ ; Q I W/C Ill LII _ _ ' I 3.1 SLOPE , 4'-3" 2'-4„ 2'-6" o CJ'-- r i I___ ■ ti =p 1 1 F2.5 ILPAm I IL. JjI ____ , , i o ap i0 I 5'-0" 02 3.1 STE DOWN 4" 4" i , cm v , oD I , I O , g I , 19'-10" 6'-10" 3'-2" 2'-11'h" _. 7'-2'h" ' ® , II HVACIII J I Lc_ I TUB lD I , o ytrll ti � , i 2X8 WALL ' o All i LTtt PROVIDE CHASE _�N i ■ 11'-0" jr FOR HVAC UNIT 6' 1pl r -- - - - -- - --, 2q�O 9 12'-6" i m i l 4(lr � ■ I D/W I 02-' � O �lr�l ® L- - - - ----� IWASHI1 i ' DB . SINK I �'3 J • I<I ��l ' L _ L - -IJ I�:I 'f r'nll- -rl�l 1)l I r-STEP DOWN 4" - --- - ----------'-,� , = ■ , I , W.H. , ' REFRIG. ,; iD 10,_2" I I i I I ■ I 3.1 I I c.J.l I 1 ro q I -- - -- - -- , C.J.---4-------I aP 1 ro FM01 - ----------------- --' I �'® I I I ® 3.1 ■ ■ ■ ', i ■ ,���, STEP DOWN 4" I I I "`--- --- ---------'� d' I I FM01 0o 2'-0" 2'-4" T-O,I 2.4" I 6'-4" 1 3.1 I HOSE q 12"SQ. CMU COL. W/ I FM03 (2) #5 BARS W/IN EA. F.C. (2) #5 t (BIBB BARS (2) #5 VERT. GROUTED 3.1 W/IN EA. F.C. SOLIDL - - ------ - - - - - - - - - - - - 40' I 0 O Sm® h a dN JJ JJ 2 W a' 4i' W ry rb lY H d III !E m 16 ,m F w n WN/W.F05ENG.CUM ❑ ❑ ❑ z z - 0 8 Z N QN aN Q a ti N Z '� M U4-� w w o el SL w' N c U my E re a=cps, z o^s U 00 Q N r%AMC LYAMCC FLORIDA CONTRACTORS LICENSE NO. CRC133O146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: W 0) N CO R 0j N 2 "-I O.. N > N U M� W [O ®/y�I LLJ m LO o L J W (d) W 0 Model Name / Number: 1780 Plan Issue Date: Monday, December 13, 2021 TI KA PROJECT NUMBER: 21-10556 Sheet: 3 Of; FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1780 x 3 = 5340 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 1 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 23,887 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" _ (.40 x 23,887) = 9,554 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS 152 ASSUMED EDGE OF WALL WALL )OR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FIVI24.1IALTERNATIVE PROTECTION BARRIER IN.T.S.N s — ---------- ' (� 0 0 k o WP ` \ INSTALL FAN GFI � BOX PREWIRE \---------------- ------------------ I ' I FOR D/W GFI ------7------- --- FI GFI I DIS I � I \ I 1 FOR �p'y HOOD/ lid /i / / / / I / DOOR ;BELL i WP GFI ______________ / / / / / / / / / / P"9 INSTAI.k FAN / "BOXPREWIRE . / I I � I 1N GFI AT GFI AFF "' W 220 H• , 1 �. ATTIC ELECTRIC a U �F`REQ'D BY CODE, z of------------- aW Lij OR AT GFI 42" AFF FOR GARAGE DOOR OPENER \ j________________________-.---_-__-----_______---1 7ii w w J W m Y - - Y COACH LIGHT _ — COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-O" ELEVATION "B" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS As MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND USTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 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 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315A.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36"FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND no 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 TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET FAULT INTERRUPT ' 12GROUND DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT u 220 VOLT OUTLET (9— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL N❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF IS RECESSED LIGHTING THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING y® (� BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY RNAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. V DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. N c F a gg 0R 00 m $ fi ii Qi } %N §§ € @ S x w � � Pa d rb N 4 nagfi' * _¢ms o. o w a�ahe CM1c orn 0 8�s�v 2 N os. 4` ElEl❑ �- NAN4.FDSENG COM O z m —0 Q e — In Z � N N VI m Q) u _ 0 w VnA Of TO Z) 0 m _ Ogg m 4'm Aff ® RAMC Yf1MRC FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: Irl� 0 z U Ln 0) W O m m N M �I 3: m CL N z M a ® p J WZD m o JM0U) In" ® Model Name / Number: 1780 Vi Plan Issue Date: Monday, December 13, 2021 VT KA PROJECT NUMBER: 21-10556 Sheet: /N Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula - SF 1300 / 2 * 144 a net so Inches of ventingneeded equally for Intake and exhaust I T.O.M_ RN. FLR. T ro io LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN_ IR_ — - 25 SH 25 SH 2868 FRENCH DR. REAR ELEVATION "B" SCALE: 1/4" =1'-O" 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING T.O.M. INI I _ IN_FLR. _ _ 35/2 SH 35 SH LITE TEXTURED DECORATIVE--/ CEMENTITIOUS COATING T.O.M 25 SH 35/2 SH LEFT ELEVATION "B" SCALE: 1/4" =1'-O" _I__ FlN_FLR.s RIGHT ELEVATION fv B" SCALE: 1/4" =1'-O" 35/2 SH 12" SQ- COLUMN 16" X 30" DECO VENT 12 \�6 Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 netsgin/sf Overhang distance 1.33 ft -: S.F. of Area to be vented (SF) ,„'T .k ta„ , , s.f;. Total needed for exhaust for upper 1/3 573 net sg inches Total needed for I ntake(sofft area lower) 573 net sq inches Number of Off Ridge Vents for Upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with DRY) 32 Lineal Feet of Soffit needed to meet required 104 Lineal 5 F. provided by plan texwicmpsamc.�io"•:mwms Ma nwm (OxxFCNflIB WunGiO Ni a" UPYN n;MFttOMp4fi £PSIFlIH6 ry �54v �� A rvui yfe iots.e„m• xnwc]PEq�myy4Mr :uvo» �s1a�+ Fn xnn,E�ix aG Yyoc.9alao-x> NYv xRm mxi"P R gxpry(-eAG u1n N141op FJaloA LYx 305xos 0a ]oAIIEl jdFp �wl.x4Fn" wz mo - :p/1 8"3dor as xeiWIilMs ea4G/ )ox �ghaed 1/° � d' F . a/a w5 eA/ [/M/x F"ssda a xEAFp/xcn c/eenFIM c mw/1 i P o Isl x"dl'P' a 1 ! 0) W nTx pox ex f08 41 / a3a Atl 1 l E/ / rTT/a�Nn fi5 1� 0 I I I6 3 n wMM 50x'sA"�x115. ms naa.vx 4M/p xnNF/xxo+.nit u" aeaxx/i /Wll 11le n ,¢ em epa 4M/A ill, eor o. xaysYxR iaf"Foa �owG po"o 11 II.xF1Ya' Fn / Tn II IA /� / lal and a racom exe a l p F u mix pUSS R TE UV". "PlFOilp"sSNi5xffl5� ' np m pA [Opfr �6 6 e RI[ "TG IAVSS Mx:JsncT,PP ]PVSS"MW n[s c.auxee2 mxmoxrw""m 12" X 22" DECO VENT 16'x7' GARAGE DOOR FRONT ELEVATION "B" SCALE: 114" =1'.0" T.O.M 0 TRIM to _FIN_FLR., m w yC Sfwgwai- v fr ale 0 s-Wz ul _t�Oa..i�g5 mmp.:� &E Q Q Q . L) Vi u osEl WWW.FDSENG.00M El 1-1 Z O rq z 8 a n_ N to U' M h !i w c "O w 2 c w N E 3�7 00 O�tl MAP 00 Ly Q NOW \ W A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 00 IJ_ Z W04 o rn N M M O N 3 .4 CL > d VCo a m C)JLLJ� � Jmtn(n V1 Model Name / Number: 1780 ® Plan Issue Date: Monday, December 13, 2021 iF UMBER: 2140556 Sheet: 5 Of: ELEVATIONS - B SEE DEl FOR WIND'. < 155/C M G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN 1 SHEATHING SEE"HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX '. TBO3 FOR WIND SPEEDS <11 ** ALTERNATE SPAN RATI SHEATHING MAY BE USED IS THE SPAN RATING. THE THICKNESS IS 15/32".) IF USED, THEN THE ALTERNA IS NOT REQUIRED AT HIP 2, IPEEDS )H (VIDE '0 COMPLY- :OMENDATIONS IATING OF DGE DETAIL W EQ. 4 d - i d 4 - J C m c e C EQ. - "X" DETAIL BRACE T601 SEE CONTINUOUS BRACING o 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TBO4- - - - - - a � - - - � BOTTOM CHORD GABLE END BRACING @J LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. M NOTE: FOR FIRST (4) BAYS 41 SEE TRI15S MAMIIOACTNQRR'R TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90°%OF THE WEB. _ TB05 TI REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURE,> AND SUCTIONS FOR MEAN ROOF HEIGHT S 25 ft TIMATE) WIND SPEE;(ALLOWABLE) 160.1 MPH WIND SPEE 123.9MPHEXPOSUREGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG WIND AREA (+) VALUE DENOTES PRESSURE [4:121-[12:121 (SQ FEET) e=4ft AREA ROOF 1 2e 6 2n 2r 3 3B 3r „e „ „a I,e 1, HIP •37.02 -51.06 -51.06 -51.06 10 ° / GABLE 37.00 -37.00 1 -58.99 1 -58.99 -58.99 1 78.03 E ND TILE)' 1 O ROOF NAILING SCHEDULE/ NAILING ZONES (RHIIN - ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS a 6" O.C. ON EDGE AND 6" O.0 IN FIELD r ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS a 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (1Cd) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOFSHEATHING: 10 1Q SHINGLE: 1232" EXP. 1 (Q20) ILL 1232" EXP. 1 (da2D) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38" x 0.1137) NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN JA32", SHEATHING SHALL BE FASTENED a lea le 0 le WITH ASTM F1667 RSRS-03 10d (21W x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a-44tl 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 42 SYP BLOCKING [4:12]-112'121 @ 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 TOSTUD AND OR BLOCKING AT ALL EDGES. AMINIMUM 14' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN li". AO NAIL AT BASE 2 ROWS 4" O.C. W1 Ed COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ IV' -O.C. .1 Ed COMMON NAIL © NAIL OPEN NO PERIMETER w/(2)ROWS @4-D.C. w/Ed COMMON NAIL. DO NAIL INTERIOR AT 6" O.C. wl Ed COMMON NAIL. OSTAGGER ALL VERTICAL JOINTS & NAIL @4"O.C. v# Ed COMMON NAIL. O PLYWOOD SPUCES O HEADER - NAIL SHEATHING TO HEADER W Ed COMMON NAILS @ 4" O.C. (2) ROWS O TOP & BOTT. © (2) Ed NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END- © FLOOR SHEATHING 'A' PLYWOOD DECKING GLUED AN NAILED W Ed COMMON NAIL$AT 6" O.C. AT EDGES OVERDRIVE NAILS: FASTNERS SHALL NOT PENETRATE SURFACE MORE THEN 118'. EXPOSUREI SHEATHING PROVIDEBLOCKING II II AS REQUIRED PER I yI it SECTION X-X IF NOT FULL HEIGHT SHEET - _ /1F ©/ FLOOR SYSTEM NOTE: Ed NAILS FOR WALL SHEATHING MUST BE MIN.131-X2 lfZ'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN V (2)- 2x TOP PLATE BEYOND 15132'OSB EXPOSURE SHEATHING ____F ____ ___II ___II___ II Ii___li I II II7111,11 SOLID 2x BLOCKING III I II III IL IIDGES W D HEAT}iINO MW(SEE II SECTION X-X) DoZ III OPENING II L___I L___ IL_ 1611, ___J w_ILLyz iL III C III X II II m III III X II II 1 nI IIII ---- - I j 111 it II 2x STUDS BEYOND, UDw u9 I I I I I I I II IIII I I II I I SEE PLAN �¢ IIII IIII II II IIII 11 IIII II II II I II II II 1 9y IIII IIII IIII II I I II IIII II II IIII I I II IIII IIII 11 II I 1 11 II II I II II II I II II II I o N� IIII IIII I I II I I II 1 NI II II II 1 D � N o�kE L4��o W � 0 LL Q LL LL 2x4 P.T. BASE PLATE BEYOND SEE A PLAN 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 OFF TURNED VERTICAL WI7/1 S' FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH 3/g. "S" = NAIL Jltl" PLATE TO VERTICAL W/ (4) Ed SPACING NAILS 112" S 112" S (2) 8d NAILS @ 3" O.C. - STAGGERED S /T VEFMCALBLOOKING SINGLE NAIL EDGE SPACINd DOUBLE NAIL EDGE SPACING SECTION X-X T1313 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. • , IL I mom �. NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP.DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4 1/2" WOOD SCREWS @ 16" O.C.0 MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. SEE 12 2x6 SYP #2 @ 24" O.C. PLAN ROOF SHEATHING ATTACHED PER NAILING SCHEDULE I , (5) -12d NAILS SIMPSON WAL 2X6 TO 2X4 ua rl ID 2x4 SYP #2 @ 24" O.C. 2X SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4 1/2" WOOD SCREWS @ 16" O.C.0 MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TITEN2 AT 16" O.C. SR01 SECTION AT SHED ROOF 3/4"=V-O" SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR SHEATHING ()ETAIL 2"x4"CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) iOd & (2) 10d TOE NAILS (P EA. END 2X4 PANEL BLOCKING @ 48" O/C FOR THE FIRST 14) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16-d TOENAILS GE21 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16D NAILS EA. END.SEE[RSHISCHEOULE FOR SHEATHING ATTACHMENTS. (MIN. FIRST 4 BAYS) SIMPSON H2.5A OR EQUAL @ EA. 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1OdX3" @ 4" O/C ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING VIAX 9" UNSUPPORTED IF > 9" 2X4 #2 SYP BLK'G @ 16" D.C. IF> 9" CONT. 2X4 #2 SYP W/ (2) 10D X 0.1310 8" O.C. EA. SIDE "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH WHEN GREATER THAN 3'-0" (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OISE SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E SAND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR 2X4 BLOCKING W/ (2) 12d TOENAILS CMU WALL OR BEA BELOW TRUSSES (SEE PLAN) SECTION @ DUTCH GABLE I 3/4" = V-O" SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP CONNECTOR& FASTENERS SPF SYP TO HETAitl wl (g)tOdx 1112"OR HTA16w/(10)10tlx11/2"OR OFRAME MASONRY HETA20 W/(9)10d x 11 IT 1810 HTA20 w/(10)10dx 1112" 1585 1870 O MANE TO H2.5AW(10)Bd NAILS 536 665 R77A w/00)8d NAILS 515 586 FRAME FRAME TO H10Aw.iB)10dx1112' 1015 1040 RT16AW/(17)10dx 1112" 895 1020 © FRAME 1104-2w/(18)10dx I la'AT2PLYTRUSSES 930 1080 RT/6.2w/NS)1Odx1112"AT2PLYTRUSSES 936 1060 FRAMETO MTS12wl(14)l0d;11)7(A7EXTERIOR O FRAME LOCATION INCLI/bE (3)12d TOENAILS) %0 ON LOCATION INCLUDE(3)12d TOENAILS) LOCATION 1005 1185 FRAMETO MGTw/122)IOtl NAILS AND 518' A.T.R.Y#12" MUOT15 wl(28)10d NAILS AND 5/8"A.T.R. w/ 3330 4495 O MASONRY EMBEDMENTWI$IMPSON "SET'EPDXY 3330 3905 1Z'EMBEDMENT W SIMPSON"E EPDXY FRAME TO HTS20 w1(24)10d d 1 VT(ATEXTERIOR HTW20 w/(bl)10d x 1117(ATEXTERIOR 1285 1530 O FRAME LOCATION INCLUDE (3d2d TOENAILS 1310 LOCATION INCLUDE(3)12d TOENAILS FRAME TO (2) W820 wl(48)10d x 110 (AT EXTERIOR (2) HTVd2U w/(48)1 Od x 1 112- (AT EXTERIOR 3060 Fl FRAME LOCATION INCLUDE(602d TOENAILS 2620 LOCATION INCLUDE(6)12d TOENAILS(EA) 2670 HGT-2 w1(16)10d NAILS AND (2) 51 A.T.R. HUGT2 WI(16)10d NAILS AND (2) Sir AT,R. © FRAMETO wl 12' EMBEDMENT w/SIMPSON 'SET"10690 r1750 w/12- EMBEDMENT wI SIMPSON"SET" 7020 9790 MASONRY EPDXY (HGT-3 FOR 3,PLY) EPDXY (HUGT3 FOR 3-PLY) FRAME TO FGTR wl(18) 114'x 3' BOB WOOD SCREWS 4]25 RFUS W(12) W33 WOOD SCREWS AND 7100 OH MASONRY AND 12)1/2"x S TTEN HD ANCHOR BOLTS (4) 3W x Y WEDGE -BOLT (1) LG72 M 06)16d SINKERS Ji FRAMETO B(7)1/Px2-lM"TITEN 2 W30 MASONRY SEE NOTE 96 BELOW ® FRAME TO MASONRY/ (2) LGT2W 02)16d SINKERS 8,04) 7/4"x2 t14"TITEN (2 PLYTRUSS) 350PM 406PM 12) LUGT2 W/ (32)1Btl SINKERS & (10) 1M"x3"WEDGE-BOLT (2 PLY'TRUSS) 3100-M 3100-M 3240-F 377PF 380PF 4520F FRAME OR(28) 1 Ed SINNERS FOR FRAME (EA) OR(32) 1 Ed SINKERS FOR FRAME (EA) J3 FRAMETO MASONRY I (2) LGT3 w/ 120114"x3"BOB SCREWS & (8) 3l9" x 5" TITEN PLYANTETRUSS) 4]30-M 6570.M (2) LUGT3 wl(24) 1/4"x2112'WS25 SCREWS 8 (4) 3/B" x S WE (2 PLY (EA) 8480-M 7050.M 12 5010E 6960E 6480-F 7710-F FRAME OR (52) ifid SINKERS FOR FRAME [EA) E OR (56) 16d SINKERS FOR FRAME (EA) n BEAM TO HU410 OPT HUC410 w/(181 led X(10) 1 OC G#268D HD410 OFT H04101F w1(20)1Ed&(10)1Od G#3080 TO HU410 OPT HUC410 W 118) TITEN GiW500 H0410 OPT M4101F w1(20) 1/4"x3" G#3355 ©BEAM MASONRY 1/4'x23M'&(10)led NAILS JIM WEDGE-BOLT&(10) 10d NAILS U#850 BEAM TO HU46 OPT HUC46 W (6) led NAILS B w w Gp3D00 HD46OPT HU46 w/ (8)10d NAILS & G41625 G#2015 O2 MASONRY (12)1W x 23M"TITEN ITO MAS.). U#980 U#1135 (12)1A" x 23W TAPCONS(TO MAS.) U#1030 LM850 FRAME OR(12)16d&(wad(FOR FRAME) SYP-F SYP-M OR(12)i6d&(6)1W(FORFRAME) SYP-F SYP-M (2) HETA160PT (2) HETA20 (2) HTA16 On (2) HTA20 O FRAME TO -PLYW,1pdx16d 1920 1920 1-PLV tOtl 2430 2430 MASONRY 2-PLV wl (12) t6d 2365 2365 2-PLY W/ U2)16a -PLY 12) red HTSM 16 w1(S10d NAILS AND 14) lWi21 W 955 1110 HTWMl6 W/(8)10d NAILS AND HI) 1AN13/4" 1145 1225 TAPOCRNS WEDGE -BOLT O FRAMETO MASONRY HTSM20 Id (10)10d NAILS AND (4) 114'k21/4" 955 1110 HTWM20 wl(10)1Od NAILS AND (4)IA-A 114" TAPCONS WEDGE -BOLT 1145 1225 ©FRAMETO H10Sw/(8)8tlx1 112'NAILSAND420I8W' 780 910 MASONRY TITAN HD DTT2Z w/(8)114"x112"SDS WOOD DTS-TZw/(B) 1W x112"WSI6 WOOD O FRAMETO SCREWS AND (1) ill' B A.T.R. EPDXIED) W 1835 2145 SCREWS AND (1) 12" 8 A.T.R. EPDXIED wI 1510 1835 MASONRY SIMPSON "SET" (SEE NOTE 94) SIMPSON "SET'(SEE NOTE#4) HTT5 wl(28) 1 W x2 la' NAILS AND (1) 518"8 HTT45 w/(26) 1 W x2 VT NAILS AND (1) O FRAME TO A.T.P. EPDXIED w/SIMPSON "SET' 4375 5090 518-H ATA. EPDXIED W SIMPSON'SET" 5005 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE M BELOW) HTT4 w/(18) 16d a 112' NAILS AND (1) 5M' 2 HTT45 w/(18) 16d x21/2-NAILS AND (1) O FRAME TO A.T.R. EPDXIED wI SIMPSON"SET 364p 4235 510"0 A. T.R. EPDXIED w/SIMPSON"SET' - 416U MASONRY SEE NOTE #4 BELOW) (SEE NOTE A BELOW) O FRAME TO M10S w/(24) led A In' NAILS 786 910 WGTI w/(23)Ed xl 1/T NAILS 875 1046 FRAME FRAME TO HM9KT w1MI 114'k1 12" SDS WOOD RT16M wl (9) led x 1 12' NAILS 8 1385 1395 OU MASONRY SCREW$ & (8 1/4-x2114°TAFCONS ]80 ]60 (4)114"x 1 314"TAPCONS VGT w)(16)1/4'54' SDS WOOD SCREWS& O FRAMETO (1) 51VO A.T.R. EPDXIED w/ SIMPSON "SET" 3555 4940 MASONRY w/17 MIN. EMBEDMENT FRAME TO (2)VGTw/(32)tl4^x3"SDSWOODSCREWS WO MASONRY &(2) W'B A.T.R. EPDXIED wI SIMPSON 6170 7185 'SET'wl t$^MIN. EMBEDMENT FRAM VGT wl (1tl)1/4"x3'SCEWOW SCREW$ & MUOTtld d NAILS&HTT.R. (18) OX FRAME HDU4-SDS2.5.1(10) 1/4"x2//2"SDSWb ID 3285 4565 NAILS 10tl NAILSB(1)S/8"SA.T.R. 4780 SCREW&(1)WE' B A.T.R. FRAME TO (2) HT' w/(62) 18tl"# 1l2" NAILS & (2) HTT45w/ (52)164"x210 NAILS O FRAME (i)SIB'B AT.R(SEE NOTE#4) 43]5 6090 &(1)SIB" O A.T.R. (SEE NOTE#4) - 5006 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS BEAMS W/(2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, ONO ON PLAN, 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAM ING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP 412x- TO TRUSS VERTICAL WEB W/(2) ROWS OF 10d NAILS@ W O.C. STAGGERED 5. 12' MIN. A.T.R EMBEDMENT @ CMU BOND BEAM U. N.O. 6. SCAB TRUSS CHORD M 4!-T2xSYR02(MATCH CHORD LUMBER SIZE) wl(2) ROWS led a 4" FROM END &C D.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE AO MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALLS/ UNTELSI ICF WALLS LNG ON PLAN 2. CONNECTION AT 24' OR 32'0.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FS1216S.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSI WALL&LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MA50NRY AT 32' DC MAX. wI(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFUCT wrrJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TD INTERIOR BEARING WOOD WALLIBEAMS w/(2)I2d TONAILS p MINIMAL CONNECTOR LINO ON FRAMING PLAN 1.^�CONNECTION FOR JACKTRUSS T WOODWALLORBEAM `L/ MINIMALCONNECTOR MOON FRAMING PLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT, FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOFTRUSS 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 FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMAICION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST D '�-METAL DRIP EDGE C.M.U. OR ICE WALL - 2 x SUB -FASCIA SEE TYP. WALL - �--ALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENEDp 2X BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD EVERY OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING w/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLAD®ING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J-0,4ANNEL SECURED 0 24' O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 @ 16" O.C. (ALT. PAY 0.145/0.157 4 0.300 WASHER W/ MIN. 1" EMBEDMENT LS 16" O.C. IF WOOD WALL, FASTEN] W/ 0.148"x31A" 016"0.C. 3. (F) CHANNEL APPLICAT1 N: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODU T APPROVAL FOR INSTALLAION DETAILS (**) ALUMINUM SOFFITS � V-4" BLOCKING REQUIRED. (***) VINYL SOFFITS> f-O" SHALL HAVE FOR SOFFITS < 1'A" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-D" 15�0- U) C O l0 g$ a u0go 7 W LL LL 4L B $ 9 N � ���� i, C 1.• I� � D. a Y Q �. LL EVE 2, U1=rR`m�5 z 0 Is U N 3��g8 Ill m�wm8 m J l„V E J 1- e T &yy Z t"P "� d d G- i- S ER@ ® o� J m 0 33S{6 E9 TL �nmgg � U � m ti 2P WWW:FDSENG.COM ❑ ❑ El U Z o O Z [N a� J 3 a C11 - U) Z � m w c In Q _ . Mom c (o U-C14E I , ®/ IE 4) rT a ® r%A M4M {J AM IV42 FLORIDA CONTRACTORS LICENSE NO. CRC13301Z 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I DIVISION LOCATION: PORT ST. LUCIE 1♦I Jobinformation: r r ' V' c) ' ,F O 1 W N (n cc N m Q cI d m i � U7 ♦ Model Name / Number: 1780 VI Plan Issue Date: Monday, December 13, 2021 ♦ KA PROJECT NUMBER: 21-10556 Sheet: 6 Of: ROOF PLAN B 2x6 #2 SYP P.T. ° SIMPSON HETA 16 W/ (2) Wx6' EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER f TRACK TO JAMB. ' h „ (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" oo "J" BOLTS WASHERS SET IN „ FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL ~ SECTIONAL ® OVERHEAD DOOR z. CONT. PT #2 0 WOOD SYP 2 X 6" o ! 4 ?.n. TRIM •J. .•,r:• �. 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PER GARAGE SLAB GARAGE DOOR MANUFACTURER *^ s E d TYP. GARAGE DOOR w TRACK MOUNTING DETAIL o NOTE: DETAIL CD22 / 6-2 MAY BE SUBSITUTED FOR THIS 0 DETAIL- UNLESS NOTED OTHERWISE [MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. I vu121 ENTRY CMU COLUMN/BEAM L— o ( 0 00 r F coc w 8g W of O .ip � #g` qg c H ik at xt P22 .'Y i2 aS c�i� J J J p m g LL LL LL Q SIS-Q 44 BLOWN -IN R-30 INSULATION PER FBC +�''L^^r 7 LL m O O AND ENERGY FORM SUBMITTED WITH € c m ~ PERMIT APPLICATION PROVIDE BAFFLES P " AT EAVES (FOR VENTED ATTICS) €2" �'�' 2 N M a BLOWN -IN R-301NSULATION PER 12 'off £ mnd' FBC AND. ENERGY FORM SUBMITTED FIBERGLASS SHINGLES OR a 8 >" 2 G 12 WITH PERMIT APPLICATION SEE PLAN v c 1 o TILE ROOF (PER ELEVATION) PROVIDE BAFFLES AT EAVES I',\ PER FBCR 9OVER APPROVED.1 1NOVER APA M S U J N SEE PLAN (FOR VENTED ATTICS) g o twJW.FDSE�GLOM ❑ ❑ ❑ PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- 0FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. [RSH1 - ON FRAMING SHT. FOR TILE ROOF (PER ELEVATION) SHTG &FASTENERS. OVER APPOVED UND ' RLAYMENT 1 — o g PER FBCR 905.1.1.1 OVER APA TRUSS ANCHOR (SEE PLAN) z N N ROOF SHEATHING - SEE SCHEDULE- gJ-� Q PRE-ENG. WOOD [RSHI - ON FRAMING SHT. FOR -- — - —ltiY a `� n . -- "` "� " `.. � _ SEE PLAN FOR TRUSSES @ 24 O C SHT'G & FASTENERS. 5/8 OR 1 2 DRYWALL BRG. HT. _ HIGH STRENGTH CLG BOARD ✓v • ° ETAL DRIP EDGE N G m TRUSS ANCHOR (SEE PLAN) z I + r TO BE INSTALLED ON OUTSIDE FELT PAPER OR , (TYP.) FRAME FOR BUILT-UP QJ h Ci FACE TRUSS PLATE . • 2X SUBFASCIA CORNERS min (3) 2x4 OR " .� SOFFIT. SEE ARCH. ❑ m _ r, r , , � n i� ^� •�_ ' _ — _ — _ — — — - � 3/4" P.T. NAILER 4x4 w/ 2x4 POST UNDER EA PLANS END OF SUPPORTING BEAM. V — u� 5/8" OR 1/2" DRYWALL -METAL DRIP EDGE 1/2" DRYWALL 2 X 4 P.T. PLATE " HIGH STRENGTH CLG r' 81NTEL BLOCC NAILED W/ 8d NAILS @ 6 Ln w Ln c I[!) KEEP IN 3/4" FOR SHEATHING c j BOARD zxsuBFAscrA CURTAIN n AND LATH WITH FINISH D.C. 1 x 4 P.T. @WINDOWS N O.H. W/ (1) #5 DIA. REBAR & c CONNECT ALL 2x STUD 1 x B P.T. @ S.G.D. N 3000 PSI CONCRETE (TYP.) ALL SIDES / rci m SEE ELEV. oy \ \ (TYP.) FRAME FOR COR- w L "' SOFFIT. SEE ARCH. N / Qo /l \ Q t- $ 15; TO TOP PLATE WITH (4) PRECAST "u" LINTEl 0/, a, NERS FOR NON LOAD „ �� l6d TOENAILS PLANS u .- 1/2" DRYWALL SEE SCHEDULE H / a a a a .� \ BEARING SIDES NAILED '® _ SEE PLAN FOR HEADER SIZE u < .f oo va 0•� W/ 16d NAILS @ 8" O.C. c e o CM \\ O\\a\ O•v� Q N O M '�4.1�I l OPTION:5/32" OSB EXPOSURE 1 ON (1) C X 8" R BOLTS \ , DAMS HOMES .. O.H.oHEXT. WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. / (TYP.)4 COURSE HIGH A.F.F. MAXIMUM OF (3) - 2X PLATES MAY BE SIDE W/2" WASHERS \ / CMU BASE FILLED w/ CONC ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. w/ (4) VERTICAL RENF w/ PLY ATTACHED W/ (2) ROWS OF EACH (OPTION) STAPLE: 16 GA. 1 3/4" n (TYP.) FLORIDA CONTRACTORS LJCENSE NO CRC1330146 NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP3000 ALL BEDROOM WINDOWS n CONC. ALL LOCATIONS PLAN A1-A,. OF COLUMN GULFB EE ER FLORIDA 3 563 " SHOWN ON FOUNDATION VINYL FRAMED WINDOW w/ SCREEN a & FLOOR PLANS (G.C. TO VERIFY W/ FLOOR PLAN LA DIVISION LOCATION: LOCATION OF OPENINGS IN ;, SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCIE EXTERIOR WOOD WALLS. IF NO w/11-10d TO BEAM FOR BEAM SPEC. Job Information: OPENINGS ARE INDICATED, FULL i & TO FRAME BELOW ♦ STUDS ARE REQUIRED). r' NOTE: 4 " MAX. SILL HGT. ON r ALL BEDROOM WINDOWS. r VINYL FRAMED WINDOW 4 W/ SCREEN r\/ WINDOW STOOL n CEMENTITIOUS DECORATIVE PER SPECS „ PRECAST CONC SILL ' FINISH 7/8" THICK PER ASTM C-926-98A u PAPER BACKED FOIL R-4.1 u ' INSULATION AT CMU BLOCK WALL 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM 1 MORE INFORMATION). SEE T813 P EXTERIOR FINISH • z a � 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) O to APPLICATIONUj FOR NAILING INFORMATION FOR 2 WALL SHEATHING. 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR N M y o. M R-13 INSULATION AT EXTERIOR 17" IN CONCRETE - 25" rA WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. EXTEND (ACT 530) ABOVE SIMPSON HETA20 . i 0- 3 AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x W TITEN BASE NAILER _ SLAB. ALL LOCATIONS SHOWN Al Al BUILT-UP CORNER MIN (3) 2x4 WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER V m co a MIN. 6" FROM END - SEE WS07 POST EACH END OF BEAM `H MJM LU ram^ m o WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR ' 2 X 4 P.T. PLATE J W V / V J Lo LL SEE FOUNDATION PLAN SLAB INFORMATION TOP OF SLAB NOTE FOR SLAB INFORMATION TOP OF SLAB _ — - BOTTOM STRAPS MUST BE _ — k — k , INSTALLED ON INSIDE OF `; ♦ Model Name/ Number: °° �" GRADE COLUMN, DO NOT BEND v q , r� �:;:; ° 1780 jii„ GRADE — STRAPS UNDER PLATE, L R PLACE STRAPS IN FILL p r 3 o SEE PLAN FOR _ CELLS w/#5 REBAR ; u (TYP.)4 COURSE HIGH CMU BASE ♦ Plan Issue Date: ACC is ' II, O c� , REAR QUANTITIES ' . �'.' 'I FILLED w/ CONC SEE PLAN FOR FCOMILL SIZE. TOP OF COLUMN BASE - Monday, December 13, 2021 ' " 2'-0" AFF u ♦ KA PROJECT NUMBER: SEE FOUNDATION 21 105 SEE FOUNDATION PLAN. SEE PLAN " 16' FOR ETG REQUIREMENTS TT PLAN rJV NOTE: DETAIL CD21 / 3.2 MAY BE SUBSITUTED FOR THIS Sheet: �_/� Of: DETAIL - UNLESS NOTED OTHERWISE 2 N.T.S.TYPICAL WS02 TYPICAL WALL SECTION EXTERIOR f IRAME 3/4'-r-°" WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'-O" I cD22 ENTRY CMd COLUMN BASE w/ FRAME ABOVE CAL FRAMING [_ DETAILS ro m 1y 1".117 u u (3) 2 x 4 LAMINATIONS W/ (2) (3) P x 6 LAMINATIONS W/ (9) (2) 2 x 41AMINgT10NS W/(1) ROW OF STAGGERED 10d ROWS OF STAGGERED i6tl ROWS OF STAGGERED l6tl COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D=0.148". l= 3") OR EQUAL OUTSIDE FACE) �DN 01,,AT62EL= 31/2CH I' OR EQUAL ID DE FACE) =E0162 INTO".L=31/2') OR EQUAL 1) ADJACENT NWLS ARE DRIVEN FROM 3) FOR 4PLY. PROVIDE 1/4"DIA, x 51/2" LAO OPPOSHESIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 34MLY1 2) ALL NAILS PENETRATE AT LEAST 3/4' Or 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. MS181 RETROFIT WALL OVERHANG DETAIL I N.T.S. PROVIDE 2x4 ON TOP' OF 2x8 TO BLOCK OUT TOP PLATE ATTACH w/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) 2x4 STUDS' W PER PLAN 2x4 BEYOND AGAINST 2xB STUDS J 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 Ed 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED TOP PLATE TRANSITION PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50%OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" I ONr: TYPICAL ROWS 12d @ " O.C. �OUBLE 2x4 1 / TOP PLATE 2x8 STUDS" PER PLAN (SIM. w/ 2x6 STUDS) 12d IP SPLICE 2 ROWS 12d @ 3" O.C. WF17 I TOP PLATE SPLICE DETAIL *CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS EA END KINGS EA END JACKS EA END KINGS EA END SIZE LESS THAN 4' (1) (2) (Y) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 9 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH 15 LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" C/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) r**HOLD DOWN CONNECTIONS NOT REQUIRED @BEARING WALLS WITHOUT UPLIFT OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD 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 SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 WALL HEADER DETAIL N.T.S. SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO SIMPSON HUC410 — BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN — FOR COLUMN SIZE & BASE CONNECTION INFO 1/2" OSB FLITCH PLATE— REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN EXT. OUT BEAM TO SUPPORT TRUSSES IF SPECIFIED ON PLAN ---------- i , � I I OPTION B SECTION A -A SCALE: 1 1/2" = 1'-O" ROOF PLAN BEAM SIZE & qA SEE PLAN FOR TOP OF BEAM SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — I EE FOUNDATION PLAN FOR MORE INFO j. [:CD L1 I COMMON BEAM ATTACHMENT N.T.S. 8. 1 , �V S m O = 6 ° I W 0 Do g�w=�w h 00 W OD 6£ m= g ti `tl$m dipp iQ rvLLJ W 0_ T A �5 a W 3 w a� gm. WW'N.R)SENG.COM ❑ ❑ ❑ APWA z o — 0 z 0 � Z z .o � J C4 li/ Z N ICJ[ uIc� m LL Q) J � N OW � Ln ' C) J N O1-s aC4om 4Mi ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O Z N Lvi o O y M ti 2 y0 O N Z � a ®_/y�1WZD M o VT Model Name / Number: 1780 Plan Issue Date: Monday, December 13, 2021 ® KA PROJECT NUMBER: 21-10556 Sheet: TYPICAL WALL DETAILS 'DIAGONAL SPACED AT 20'-0' 0 C. MAX TO BE LESS THAN SAME SPACING AS BOTTOM CHORD LATERAL BRACING -- - OR EQUAL TO 45° , —MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOP " •"� LOCATION) - -'- I BLOCKING kzzt i i (3) 12d ' PER JOINT ' CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- - ' INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB T601 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D +� O •,., N NAILS EACH END TO TRUSS TOP O CHORDCN r' A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING' WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP a � TRUCTURAL PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 a TOP CHORD WHEN REQ'D NAIL 70 TOP CHORD o TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH 11 REQ'D) ROOF (2) 12D NAILS AT 12" O.C. MAX MINIMUM (3) 12d PER JOINT MINIMUM 2"X4" SPF OR SHEATHING SYP TRUSS BRACING 'SPACED o 8 N Ln SEE AT 10'-0" MAX .. W 00 PLAN F w-s u`Q 00 1CO — F e $ Rt 1k at 2X4 BLOCKING Q m apa UQ Qm u LL LL . a�� Od°i u'ai BS 9e w Lo 11 BETWEEN TRUSSES HIP TRUSS - a . W a ���+� ip 4 � vB - 1+! Uj q N.T.s- N.T.S. TB03 HIP / RIDGE BLOCKING DETAIL TB04 TRUSS BRACING OVERLAP DETAIL (TYP) g..9 w 5$'6 m �n P IL'128 wn Bm O Z mmm=5 U J VJ $` ❑❑❑ t° 0 1wwJ-FOBENG.COM z Z g TRUSS NOTES: Z o ,O a m N 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TOA ANSI/TPI-2014 VJ J = W a W THAT THE COMBINED WIND AREA IS E GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND (TRUSS PLATE IL THEREFORE BRACING SHALL THEREFORE DE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT Z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OFANY co Q� - J h 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. H w 2. ALL BRACING (DB.CB,BB) SHOWN ABOVE SHALL BE IN .ADDITION TO CONTINUCUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL BRACES AT 20'-0" O.C. MAXIMUM. U ❑ g LATERAL BRACING SPECIFIED BY TRU5S MANUF. SHALL HAVE ADDITIONAL DIAGONAL V 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 GERUND ARE NOT O w ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS N E SHEATHING if w L O _ = O'N r 3 TO 4TRUSS x4 AS SHOWN 0J yy TRUSS SPACES ALTERNATE DIRECTION Q N O 44 M Q W RUS ;g A ;1 DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. F z W/ (4) 126 TOP & BOTTOM OR H5 SEE TRUSS 12)-1 NAILS ------------ — OR HCLR/LL IN PLACE OF (4110D SEC'�ION TO E TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 �' REQUIRED RAFTERS GREATER THAN 8'-0" B-B ••• 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 LATE SECTION B-B TOP PLATE PRE-ENG. TRUSS 72x SCHEDULE FOR SHEATHING DETAILS STUD WALL VARIES w ROOF DIVISION LOCATION: SLOPE / PORT ST. LUCIE EE PLAN CONY. FRAMED RIDGE \ /VI \ Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING \ / (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES / NEXT TO PRE-ENG- TRUSS 2x8 BILKING. NAILED 0 EACH TOP & BOTTOM OR HE OR \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 120 B REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ \ THAN 8'-0" 2x4 SPF BRACE \ / \ \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ 12d AT EACH END & SHEATHIN RJR rd \ \ ALTERNATE DIRECTION \ \ CB \ 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL ) a ' N 0 EACH END. CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X31/2" / / TRUSSES � a-' � (n ALTERNATING OB WOOD SCREW EACH TRUSS / / SEE PLAN W 0) N BLOCKING OR H5 @ 48" C.C. / / M PREENS. TRUSS \ / / > S N CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HANG FRAMED AREAS TYP. \ / / L rl a N 2 SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / ~ U eM-I r B 2X4 P.T. BLOCKING BETWEEN W000 2X8 #2 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS @ DIAGVATSTE (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / O W It j V, EACH END AT8TRUSS MAX2XB RAFTERS @ 2'-G^o.c. @ \ /\ / 2X4 SPF BL KIN BETWEEN TRUSSES Model Name Number: / CO MAX,M X, W/ O12d COMMON w/ (3) Y @ 24" O.C. MAX-w/ WALL BELOW TO BEAM 2X4 RAFTERS FOR SPANS LESS THAN SEE PLANS FOR TYPE \ / \ (3)12d EA. END (TYP.) ( ) 4 FT @ 2'-0' O.C. MAX W / (3) 10D SEE PLAN ot MASONRY COMMON TOE NAILS TO RIDGE BEAM OR WOODT&RING Plan Issue Date: 2XEL SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Monday, December 13, 2021 T KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATIONp' 21-10556 2X4 S.Y.P. @ 16" O.C. Sheet:SA Of. E +)°r iris ua TBO6 BLOCKING AND CONVENTIONAL FRAME DETAILS N,r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. x - ROOF FRAMING AND BRACING DETAILS Maximum Fastener. Spicing (lambs, Mead 111) f Li f 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 Thermo-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" SINGLE DOOR 3PA EVE 6" SINGLE DOOR W SIDELITE F.„ 6„ 3" 3„ 3" 3H ii _ f I 3„ 3" 3" 3 3" DOUBLE DOOR W/ SIDELITES ;PACE :VEN LY SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0'F IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. 0 }-TOP OF SLAB I I m 00 Z 1 -II -II °I r,' Ito, II ° iF Ir� Ir I o z A 1 PROTECTION B 16" MIN. DIAMETER CONCRETE FOOTING N.T.S. m SPACE EVENLY i Q�e T" a to use �lil\� \I!�JI111I!JI!!11�� NAIL SHINGLES W/ 31 OR 12 GAUGE ROOFING NAILS. 3/B" MIN HEADS.6 PER SHINGLE. e"°t0a� U�ad"`Fnedc ` e e e - 0°'Pee alp GOW course ` Ind ,�Cpgs 20. n0 drip edge is used. valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT PPPUED ALL LEVEL VALLEY ITEXTURED. PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EXTENDING A LOCATIONS) MINIMUM Or 5, ABOVE W X 6- H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWAL1. T ENTRY PLASTER STO SEALANT ROOF SHINGLES W X 6" H GALV. FLASHING CONT.1 w / �'I FLASHING DETAILS �/ 6" HORIZ. II NOTE: THIS DETAIL IS REQUIRED FIASHIN AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET ,/ KNEEWALL INTERSECTION INSTALLATION OE BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW '�• AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT &SCREW w/ 3/16" \ x 3 1/2" PHI LLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WOW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS V 1/2" DRYWALL FLAT HD."TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. .100 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 2X W000 FRAME BY OTHERS SHEAT'F{INB BY OTHEAS CAULK BETWEEN FIN &SHEATHING BY OTHERS O.A. WINDOW HEIGHT E�{"rfRxOR 11/2" MIN. EMBEDMENT —03 WOOD SCREW 1011111, "�iIR61►try 1.11, IF I i INTERS TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S OF END INTHE THERE SHALL RE A IFCEMENTINSTALLEO IE. DRIP EUUF SHALL BE a IPA ' Screws ' .. Mounting.. Fin' `. • Ede sir View of h Rxed Window i Wall Framing: x2 Spru *1Pi-/Fir Or 6eter 10x1-1/2' Screw Minimum penetration Gouing Bead Cross Section V iew Erterldr 5heaMlrg Note: We strongly recommend me use ornasnrng and/or nasnrng tapes ana snrpens asstareornAa im reszruz. However, cue Or variation In codes and building types, it Is /ef up to the end user to determine the proper Installation oftheaeItems. LEAVE THE BUMNE WRAP OKI Before instaliniq your window; the bubbie wrap may be peeled back for Inspection, but please rrstcl the map ter. Protect the blal 0cro scrssctss and Other damage until casn alon is complete. RpI Malsie to be sure the opening is 31r to it2" larger than the window see bond vertically and horizontally. " You may wsh to pre" me irsialstlun Lgks in the fin at this tkne. Asylany Ole presounow holesm the incluming en of anenof necesselplify space,. Step2 Apply a gersnos bead of sllKateto the bookside of the mumting fh the enough sdkaneb sufficientlyhN all wide fiebwen the fly and the wag Mastiln . Step 3 Ireatthe Window Into the opmag from the outside. The wndow Is labeled "In ide" and'outiMe", but if tluse lndels have heerl remdved,th Ideng brad 51100111 always be to the lmidedthe building. Step 4 Imbd sums unties the sill, adiusnng Menu until the out Is plumb In the opening. Shane should be installed under the sill every 2 feet. The window should be basically cantered In the gaining with no more than 1/4'gap between the window and wall framing SIMS Install a#igx 14rsmew 4' from thi cones of the fin at eadi end of the head, sill and both jambs. Step Irstallthe Belamirg listeners In r Intmanents/rom the canner screws to the Sena N Rich frame member. Use cure not to oven lighten the Names and pull them thmigin the fn. Alm make sae the screws gain straight and do not cause to frame to bow. Rep 8 If desired,. a foam Insulation ran be applied to the interim gap between be window and wall framing. Iffpplied, themast be me NON EXPANDING TYPE FOAM. Rp 9 Siena these windows are typically used In looms with high mdsture, Is; bathrooms, Ills recommended Met the Manor gap between the window and well framing also be staged with silicone and tooled p as not to Interfere with the Retaliation of wallboard, file or trim, step 10 Once at mnstmetlon is Ixmste, remewe the bob* wrap from the Inside and outside of the window. If necessary, dean Ibe blods with a ndld detergent and warm water using a sob loth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 2-SEE ELEVATIONS O ITQ�r'b itt�Il Affidavit a�g 3- SEE TITLE BLOCK POI�S ATfOM a Building Aff Contractor: FOR ANY STRUCTURAL INFORMATION P �� (5 �S $m �ddress: L SHEETS O-u, 6 w _ >i� ti �g0. MA,"„nc w 0. Manufacture Model # Attachment Approval # a a WDO Product Pressures Method 'yI£_ nwpm 0) o U ,p Roofing: at p 3 ¢rid a 2 O Y ms 3 I- 3 1st Choice DAD E COUNTY APP. TKO Industrues, Ltd Cambridge AR g NAIL SHINGLES W 12 GAUGE ROOFING / FL30310.1 ME I' n"� ,� W.Pm E m J d NAILS. 3/8" MIN HEADS. W/ 3/8" MIN PENETRATION THRU SHEATHING 2 ROOFING VENTS: VAAAAFOSENG.CDm ❑ ❑ ❑ DADE COUNTY APP. Florida Metal Pr d t In . FLAMCO "Off d event" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 UI ROOFING UNDERLAYMENT: z 0 0 19 z o N z m < e _ " I 1st Choice TAMKO BUILDING PRODUCTS LLC TAMKO No. 30 #30 ASPHALTSATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH FL12328-R9 R905.1.1 a cc _ PANEL WALLS: Z ALLOWABLE NEG. 1204 THE TAPCO GROUP 1 7" SHAKES INSTALL PER MANUFACTURE INSTRUCTIONS FL20403.4 tp. (3) 7 WIND PRESSURE HUBER ENGINEERED ZIP SYSTEM INSTALL PER. MANUFACTURE INSTRUCTIONS FL17146 R7 w WOOD' HOMEGUARD BUILDING I HOMEGUARD INSTALL PER MANUFACTURE INSTRUCTIONS CCRR-1092 O w udo. Overhead Garage Doors: c Ln YZ m 1st Choice +30.0/-30.0 CLOPAY 53W5 2"x6" P.T. WOOD JAMB WITH FL16546.8 (a w t o 0''� 53W5 (5)1/2" DIA.x 8""1" BOLTS OD ®� 2nd Choice +30.0/32.0 CLOPAY 8x7 FL15279.84 rRo 2 Swing Doors: U a N o °a E. 0 40 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 THERMA TRU-CORP. LITE SERIES SOLID TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461. 2 r I ® DAMS HOMES +67.0/-67.0 Fil LASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/i6" X 3" WOOD SCREWS MIN. FROM FL20461.1 II 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITE SIERIES THEREAFTER. (TYPICAL. ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights TERPPLAT PRO RU FL152F1.20415.2 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: AI m. r Inf r ed SERIES "0 SGD PORT ST. LUCIE n MI WIDOWS&DOORS Alum. reinforced FL15332.12 ♦ lob Information: Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin Singe Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. ILA" EMBED, TO ALL FACTORY DESIGNATIONS WITH ALL H 17676.9 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS ` +40/-50 MI WINDOWS Sin a Hun (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 35 0 SERIES FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI WINDOWS Single Hung (fin) SUFFIENT LENGTH TO ACHIEVE 1K" INCH MINIMUM EMBEDMENT FI-17676.2 3500 SERIES single IN WOOD SUBSTRATE. MI WINDOWS Hung (Rnless) frame FL17894-4 Mullions' " M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 c ') 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A VA o Yq LO M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 to Mu lion EDGE DISTANC t,.3 y Qy M Fixed Glass' > CL r- a 3 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, 1',4" EMBED. TO ALL FACTORY DESIGNATIONS FI-18644 RS z m 1 WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED TO PROVIDE 0 J LJJ W/ #8 SCREWS OF SUFFICIENT LTH. 5/8" MIN.. fMy� r ^ r ^Lo J EMBED. INTO WOOD BUCK. Soffit: ♦ Model Name / Number: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl en th0 on center In direction of length FL16503.4 R5 rt 1780 Plygem ifVariform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard win I I eta lee solid 144 vented -145 F-12194.2 ♦ Plan Issue Date: Hurricane Panels: Monday, December 13, 2021 1st Choice Dade County App. ALL AM at OL SHUTTER at 24 Ga. StPanels 24 GA. 5 STORM PANELS FL16293 R3 ♦ KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 21-10556 use in the structure. (Architect or Engineer of record) Name: Carl A. r "a Brown Certification Number: _ FI. # 56126 f': F '� "`��', ; Sheet: CS 5 Of: Name: Luis Pablo Torres Certification Number: _ FL # 87864 fi m) y Unq T y MATERIAL Name: — Certification Number: A REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THE DE TAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTSE NECESSARY IN CORNERS THROUGH - RESISTIVE BARRIER& WEATHER RESISTIVE GENL-RAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER envelope General. Exterior walls shall provide the buildhtg with aweather-resistant exterior wall envelope. The exterior wall DOOR ROUGH OPENING _ TO BE USED. envelope shall include flashing as described in SeMio,� R703.4. WEATHER WINDOW UNIT ` RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the -. - BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by pr.,viding awater-resistant barrier behind the exterior cladding as TAPE s EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. 0.3 in: 12.0 in SELF -ADHERED FLASHING required by Section R 703.2 and a means of draining t„ the exterior water that penetrates the exterior cladding. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOISTAND UP THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30.5 cm) R703.2 Water -resistive barrier. One layer of No. 15 avphalt felt, free from holes and breaks, complying with ASTM 0226 WALL BY6IN. UP JAMB 6". USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS for Type 1 felt or other approved water -resistive barri<r shall be applied over studs or sheathing of all exterior walls No. 15 Ineseue�o winnow OR EQUAL WEATHER PROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WEATHER �'` SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive harrier manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water -resistive RESISITIVE CEMT. FIN. barrier material shall Ibe continuous to the top of wahc and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS PER FBC-R (CURRENT EDITION) 703.7.3 manner to meet the requirements of the exterior wall envelope as described In .Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.9.3 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 a water -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 RIM JOIST to the water -resistive barrier is directed between the layers. 1. cut, fold up &temporarily secure weather Refer to the number marked as in each detail that corresponds to the resistive banner above header W allow for flashing installation numbered items in the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashing plus head flashing underweather BUILDING greater than that of 60-minute Grade D paper and is separated from tlha stucco by an intervening, substantially nonwater resistive barrier 1 PAPER 1. Install self -adhered flashing In order as shown by numbers .absorbing layer or designed drainage space. 3. Fold weather resistive border back over head flashing and 1 Q 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 (2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, Raskin Flashing. Approved metal flashing, vinyl flashing, with the membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be Scale: Nrs SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING P W P®� scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW W P 01 EXTERIOR DOOR WITH DECK - SECTION A Y V ® CEMT. FINISH SILLI POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Selfadhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for properjolnt expansion and contraction, ASTMC112a1, RUBBERIZED ASPHALT ) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING RUBBERIZED Minimum ADHESIVE exterior walls shall comply with AAMA 714. The flashing shall extend) to the surface of the exterior wall finish. Approved ?f EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold a5 shown by arrows flashings shall be Installed at the following locations: -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7, Angle Of Corner may vary, adjust folding of the flashing accordingly to fit THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING UP JAMB 6'. USE LIQUID NAIL BRAND FLANGED WINDOW fight 10 comer 1.Exterior window and door openings. Flashing at exterior window find door openings shall extend to the surface of the REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOl) 8. Mechanical) fasten as necessary N - i' t Y Y exterior wall finish or to the water -resistive harrier complying with section 703.2 for subsequent drainage. Mechanically LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712, Flashing at exterior window and door openings shall be Installed _ in accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, `� ' (BEFORE PAPEFOLDIR OEXPOS 1' HELEASEPAPEF TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the EXTEND A MINIMUM 6" ADHESIVEAS SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing FLASHING VERTICALLY FROM E BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. y THRESHOLD Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to MECHANICALLY FASTEN AS a the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection 1 ° NECESSARY IN CORNERS THROUGH at the head and sides. SECTION SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. to (SEE DETAIL WP02) approved V ` SELF -ADHERED [� 1.4 In accordance with FMA1.3 In accordance with / AAMA 100 FMAs , , C - FLASHING O+ "v Z WDMA 300 or FMA/AAMA/WDMA 400. AMA 200 FMA/WDMA 250 FMA/AAMA/ SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame of stucco walls, with projecting lips on both sides under stucco copf ev. NAILING FLANGE .� © \ 4 3. Under and at the ends of masonry, wood or meter copings and sills. " 2) SEAL TOPS OF JOISTS / 6 4. Continuously above all projecting wood trim. b DO NOT FLASH OVER UNDER DECKING tC�l 0 ti r FBOTTOM LANGE NAILING 8) (SEE DETAIL WP07) E2) S. Where exterior porches, decks or stairs attach to a wan or floor assembly of wood -frame construction. < <r5'£ 6 F •s8®@ <> 6. At wall and roof intersections. R" m6� � � a' SELF -ADHERED FLASHING W Po A SELF -ADHERED FLASHING � A iP®� SELF -ADHERED FLASHING � n /P06 1Z c;taHALF ROUND WINDOW 4 EXTERIOR DOOR WITH DECK V �/a INSIDE CORNER N �!/ 7. At built -In gutters.m Q 2E.Gdw`00�o o: wf9 SELF -ADHERED FLASHING aag-OYDECK PROTECTOR " -* �^k.t°R7/8" Cement Plaster 7/8"Cement Plaster- a in accordance with in accordance with Z a r , ASTMC926 ASTMC926 SELF ADHERED .. ' - �°- a WWW.FDSMG.COM ❑ ❑ ❑ FLASHING PATCH Felt backed metal Felt backed metal u7 lathe In accordance lathe m accordance Z SELF -ADHERED FLASHING WRh ASTMC1063 W11h ASTMC1063 Z $ p j Building Paper r Building Paper z ;! DECK PROTECTOR , w c'Oy 7/16" O.S.B- 7/16" O.S.B. a Sheathing. sheathing DOUBLE » ° ttt. r4 - tom' SINGLE ,' JOIST ""z'` (1., ,"»'l ��i i� �� Z Metal Keep top edge n t, ' JOIST ' SI, `l SELF -ADHERED FLASHING 1°`` y n''T-U,�+i,y� =h �� Flashing Of weep SCr96d wa u. SELF -ADHERED FLASHING t ,.,y. - - _ 3 1/2,• block Op Of o L v ,rs - - 2� Unperforated t V Vulcum' Flange 7/8" V) a 3" MIN 4 .� _ "';. Wee Screed cauk bottomO M p joint only z' S Maintain a me o Bottom of Metal Flashing £ SELF -ADHERED FLASHING APPLY LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN Weep Screed 3-1/2" Unperforated SELF -ADHERED FLASHING [WPO7 �/f►�PoQ `n�P®Q Flange?/8"Weep Screed C cos oQ H0.8362x;DECK JOIST OUTSIDE CORNER Y Y V ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE Y 1 �/ 1 1/2" to 2"to INSTALLATION OF THE BUCK/RECEPTOR, Above Roof 1/2" Cementltlous Q w Sheathing Decorative Finish A DAMS HOMES a • • o, All Inside and '"'�' outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT need to be miter 3000 GULFBREEZE PARKWAY cut and caulked all GULFBREEZE, FLORIDA 32563 CEMT. FIN. Cement Plaster d.; butt joints need to in accordance BUILDING PAPER SLOPE SLOPE with ASTMC926 •' d • Vulcum caulk for all \ using DIVISION LOCATION: 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 _ ® Job Information: (0.6 cm: 30.5 cm) _ SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish Z 8 rn Block W L of M WIRE LATH 2 1/2" Perforated w o m CL '•o Flange 1/2" Weep r- a � M P BUILDING PAPER BUILDING PAPER Cement a Screed m M A) Plaster V over block 0 J LLJ �°0 lstfloor ` J Io 0 EXTERIOR WINDOW UNIT CEMT. FIN. Slab Install bottom Model Name / Number: edge of weep screed 1" below 17$0 finish floor Plan Issue Date: OPTIONAL DETAIL Monday, December 13, 2021 0 KA PROJECT NUMBER: $ 3 O Note: x r z �� 21-10556 The Building paper and metal lath WEEP SCREED DETAIL{ <5 ` h r h� '- Sheet: Of SELF -ADHERED FLASHING \/�/P ® SELF -ADHERED FLASHING W� SELF -ADHERED FLASHING WP must Weep installed over the top of YY CEMT. FINISH WINDOW HEAD Y Y CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL the Vj'ep Screed. SCALE: NOT TO SCALE `' j' j "„ t r 3 WATER PROOF a R i •: DETAILS _ rn LO N 2 f/1 LO N Ln N 5" bath duct to roof or wall w/ standard 70 cfm bath fan 2.5 TON W/5KW 024OV 1 PH 18x10 plen scale :1/4"=1'0" 8 platform by bldr cap 5" bath duct to roof or wall w/ standard 70 cfm bath fan VERIFY LOCATION W/ BUILDER NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M16O2.4 balanced return air. EXCEPTIONS 1-3 cap 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL AREA CALCULATIONS 1et FLOOR 1780 S.F. TOTAL LIVING (AC) 17BO S.F. GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI 391 S.F. 98 S.F. 117 S.F. TOTAL AREA UNDER ROOF 2386 S.F. F License #NC1249777 v s 0 � 0 � N c>6 _ — N s C `T V S � _s V Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.