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Home My WebLink AboutBuilding Plans33 STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF: ► INGS TERMITE SPECIFICATIONS. --- -- R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHTNO: ' TITLE= _ _ SOIL APPLIED PESTICIDES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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" FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. ALL TOP BARS BEAMS. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITIODE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS FOOTING BARS SHALL BE BENT 25" AROUND OF OF CORNERS OR CORNER BARS WITH A 25" LP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:. "THE BUILDING HAS RECEIVED A COMPLETE 3. HORIZONTAL 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) CONTROL TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO BE MIN LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-1.6) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BI .75 r NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) OR ASTMA 996 GRADE 4D:U.N.O. REINFORCING FOR FO TING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION NOTES: REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEIN PORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE. BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNINGJURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTIP IG REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON PA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING A HESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IFCONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF R CORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON C BE IMPLEMENTED. F303.4,1 CONCRETE STRENGTH IN THESE AS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED TTH 3000 P.S.I. FOR THE CONCRETE STRENGTH:. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING. MASONRY WALL CONST" WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C9D-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM CI-787 STRENGTH OF 2000 PSI If in = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C 7O14A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. ". 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WI H A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS R703.7.1 LATH. OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BETAS INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOFTRUSSES* LL/360 TL/240 COMMMENTS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS, EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE'', HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFr, ROOF RAFTERS LL/180 TL/120 TL/240 LATH SHALL BE ATTACHED WITH 14/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) ** 11/360 LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1003 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS FLOOR FJOIST*** LL/480 TL/240 7. GROUT STOPS. SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CPS MAY BE USED TO PREVENT THE FLOW OF R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLI ED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE A STOP IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9_ TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. ** * TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY 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 GENERAL ROOF LOADING 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 SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2 WOOD CONSTRUCTION ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, S END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN EAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 R703.7.3 WATER -RESISTIVE BARRIERS. WATER BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER -RESISTIVE WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR FRAMING MEMBERS SHALL BE S.P.F. #2. DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 O 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE. D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4),INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE. REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) DIRECTED BETWEEN THE LAYERS. .SHIELDS. 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. ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, AINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE HEAVY STORAGE 20 50 ONE LAYER OF NO. 15 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER NTACT S. ALL EXPOSED WOOD OR WOOD IN COWITH EART 6, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT OR CONCRETE TO BE PRESSURE TREATED. ITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS ATTICS W/ *ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER THE NO. 15 ASP14ALT FELT OR OTHER APPROVED WATER -RESISTIVE INSTALLATION CTI0NS, 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTER 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING M S. N VALUES U.N.O. PSI MIN. MANUFACTURER'S . BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALL4M COLUMNS: 1.8E Po = 2400 PSI MICROLAM PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL (LVL) BEAMS: 2.0E Po= 2600 PSI GLULAM BEAMS: SP/SAP 24F-V5 LAYUP 1.7E ftb=2400 AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE ROOF DECK: PLYWOD "/C-D,OR OSB GENERAL FLOOR LOADING DESCRIBED IN SECTION R703.1. FLOOR SHEATHING: T&G A-0 GROUPERIOR I PA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. R703.4 FLASHING. DHERED MEMBRANES AND MECHANICALLY ATTACHED WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS 1 OR 15/32" RATED OSB EXPOSURE 1 AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDINGTYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OF7 ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEED (+) VALUE DENOTES PRESSURE (•) VALUE DENOTES SUCTION DIAGRAM AREA O5 (+) 27.6 (+) 27.6 10 (1 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 0 zi 50 (+) 24.8 (+) 24.8 (.) 27.1 (-) 31.1 (+) 23.4 (+) 23.4 100 O 25.7 (.1 28.8 DIAGRAM GARAGE DOORS* SOFFIT -0'I x 7'-0" (-) 51.3 (+) 24.3 (+) ''. 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 e COVER SHEET 2 FLOG?,; PLAID 3 FOUPIDATIO'N PLAN 4 ELKRICAI. PLAN RECEIVED 5 ELEVIoTiONS MAR'U s 7I12t' 6 TRU& o a L./ 3 OUT Permitting Da artment Irt, wm®�gney S-1 L I NVa: L P LAID S-2 DETs"IILLS S-3 DET/'AILS S-4 DETr'LdLS S-5 PRO(.')LICT INFO SHEET WP WATT: RPROOFINC DETAILS M-1 HVA., ITo i No 87 4 s *: iE OF . i LoR\o•• iAir Ir111N LL I �n L F 't 0 g2g� .i ti io D cor a� o��= w g= APPROVED METAL FLASHING, VINYL FT.ASHING, SELFA FLEXIBLE FLASHING SHALL 8E APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) m P 0 2 w a INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL O (PSF) SEE FLOOR PLAN FOR ACTUAL PRFSSURES ItiL m I m a a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) Q s a w IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE P e 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 WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING a s o _ 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 w Pof m m le J 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. a 8 - d a 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 GAME ROOM 80 (PSF) COMMMENTS: 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. BALCONIES/ DECKS 40 (PSF) 9 99 m c 6 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. BALCONIES OVER 100 SQ:FT 100 (PSF) _ tY� APPROVED RASHOFT 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 LIGHT STORAGE 125 (PSF) WINDOW DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. w++w.rosErvc.con+ • EXTERIOR/ LIBRARIES ,- • 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 AN LATEST GOVERNING CO READING ROOMS 50 (PSF) • 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. STACK ROOMS 150 (PSF) Z • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING. PLANS A�D 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 GUARD RAIL 0 HAND RAILS (d). 200 (PSF) Z n AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z • N WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) CONSTRUCTION. Q • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) N STAIRS 40 (PSF)cli FOOT UPLIFT CONNECTORS r d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG y 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO i SQ. FT. a MORE INFO. .O c. tl FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: E BOLTS FOR WOOD BEARING WALLS MAY B SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed In the titleblock of these 1. MISSED "1" ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN., Professionals clear information. Every attempt has been made to m 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OFTHE 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 U C4 6 � *� 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 OM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not a e PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO �A URE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,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 CONC. 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 theseMUST be in accordance to the TO FOOTING). s „ CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED 70, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENITILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTIONMAY BE SUBSTInUTED WITH (1) SIMPSON MTSM15 TWIST STRAP W/ (4) 4 x 2'Aa" TITENS TO information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 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 Assurance Manager immediately. No backcharges will be considered MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSMSB FOR UPLIFTS LESS THAN 1720#). IF 0 TO PROTECT WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GULFBREE2E PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM 0 W/ (4) 1/4" x 1112" SIDS 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 for reimbursement r the De signersEngineer without advanced CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32�63 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR 0 MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Paymerrts will be made In accordance to the terms of the agreement DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. jJ n/L� d (33 CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. '(N" „ EVI.EWED FO PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR. MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION "�rLA Job Information: 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 a� E COMPLIAh FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. DOCC MASTER REVISIONS DATE DESCRIPTION 10-17-2012 Changes per field meeting on 10-11-2012 in Daytona LO a%D2AMSHOMES LIJ 2 2 Of Northwest Floridav a N 11' . M M N FILE COPY M ®_3 w J a) U) U) Model Name / Number: 3000 GULFBREEZZE PARKWAY GULFBREEZE, RTIVAk, 32560 0) 1512 0�bgo e�� 0 Plan Issue Date: �0� beQ2o nct Thursday, February18, 2021 tom' CP VI KA PROJECT NUMBER: M C! D E L 01!iM192 21-1770 Sheet: Of: COVER SHEET BEARING WOOD WALL SCHEDULE 5 TUDCONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING G SPECIES CAP.0010 BW1 16" (2)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT BW2 SP2 W/ (GETOd SP1 W/ (%10d SPF 402 18" STUD, (6) Lod PLATE STUD, (4)10d PLATE BW3 ie" (2) SP2 W/ (a)10Ld (2) SPL W/ is) SOd SPF am STUD Lad PATE STUD, (4) lOd PLATE BW4 16" (2) S6d TOENAILS (2)16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (aFiOd 16. STUD. 6) 10d PLATE STUD. 4 10d PLATE SYP 439 BWB (2) SP2 W/ (6)10d SPS W/ (6}30d SYP 878 16' STUD 6 10d PLATE STUD 4 SOd PLATE ® 12" (2) led TOENAILS (2) led TOENAILS SPF NO UPLIFT SP2 W/ (6}10d SP1 W/ (e}30d BW8 12" STUD, (6) SGd PLATE SND, (4)10d PLATE SPF 535 (2) SP2 W/ (6)10d SPS W/ (6}1Od BW9 12' STUD, (6) SOd PLATE STUD, (4) 10d PLATE SPF i070 BW10 12' (2)16d TOENAILS (2) i6d TOENAILS SYP 0 W/ (G}10d SP1 W/ (6}10d BW11 12-"SP2 MD, 6 1od PLATE STUD, (4) 10d PLATE SYP 585 BW12 12" 8T)L10,26 SOB PLATiodE STUSPID, (4610d PLATE SYP 1170 BW13 NOT USED UBLE 2x TOP PLATE TOP OF WALL by SEE PLANS MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WPO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH MSO3/S1 FOR NO UPUFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS ® TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN W-0" SCHEDULE ABOVE F.F.. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B 0 32. D.C. W/ 7" INFO EMBEDMENT OR I/2"A.T.R W/ SIMPSON SET W/ SW=SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. :, REQUIRES MIN ALT.: SIMPSON 1/2" TITENW/ SAME EMBEDMENT W/ed NAILS SEE GENERAL NOTE#8 BRIG. WALL DETAIL IN FIELD AND EDGE. EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 20 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 92 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, We AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPl AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3A 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 SHEARWALLAND REQUIRES MIN. 7/16" 083 PLYWOOD W/ ad NAILS AT 4" O.C. INFIELD AND EDGE TO (1) SIDE OF WALL EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE EXTERIOR WALLS W EX T. ALL 2x / STUD SPACING AND GRADE AND WALLS T-0R T D ACT AS SHEARWALLS. SEE PLAN N 5W1.EISECTIONS SWIG THESE WALLS ARE ONLY WITH BW4, W1 S. IF THE BEARING WALL IS INDICATED L HOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE SUPPORTING THE FLOOR LOAD AND H VE THE PLATE AND THE 2. PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL TA NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPS/SP2DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10G OA45' DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(LD) C1 (3) 2 x 4 #2 SPF (4) -. L6d TOENAILS 0 DTT2Z W/ 1/2' WEDGE CZ (3) 2 x 4 #2 SPF ANCHOR* & (8)1/4' X 11./2- 2145 SDS SCREWS C3 (3)2x 4SYP #1 -OR- (4)-Jed TOENAILS 0 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2' WEDGE ANCHOR* & (8)1/4" X 11/2" 2145 SDS SCREWS C5 Q4 x 4 P.T.#2 ASU44 W/ 5/8" ATR** G' 6665 U = 2200 SYP POST & (12) - led NAILS 6 x 6 P.T.#2 ABUSE W/5/8"ATR•* -G-12000 SYP POST & (12) - Jed NAILS U - 2300 8 x 8 P.T. #2 ASU88 W/ (2)- 5/6" ATR"* G - 24335 C7 SYP POST & 118) - led NAILS U = 2320 C8 3.5 x3.6 P.L. 1.8E Fb=2400 PSI HDUSSDS2.5 W/(14)1/4'X 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR OR ATR** 3.5 x 5.25 P.L. HOU86D82.5 W/ (1411/4' x C9 1.8E Fb=24DO PSI 21/2" BOB WB & 5/8' EXOPY 9645 WOLMANIZFD IF EXT.) ANCHOR, OR ATR** C10 3.5 x 7 P.L 1.8E Fb11400 PSI HDLI&191352.5 W/ (20)1/4" x 21/2' SDS WS & 7/8' EPDXY 6970 (WOLMANIZED IF E)CT.) ANCHOR OR ATR*** Fil 5.25 x e.25 P.L. 1.8E Po-2400 PSI HDU ,5D52.5 W/ (20)1/4' X 21/2' SDS WS &. 7/8" EPDXY 7870 (WOLMANIZFD IF FXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU&SDS2.5 W/ (20)1/4" x C12 1.8E Fb-2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 WOLMANIZED IF.EXT. ANCHOR ORATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. SND PACKS TO MATCH WALL MOTH 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 6" EMBEDMENT FOR 7/8' ATR 5. IF (CI COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.SM MAY BE SU13STITRED 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 DIAH.ENOTH NAIL SPACING ad CAW X 21k" OA31' X 2 Jh' SEE PLAN RING . _ SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 %' 0.131" X 3 -A' NAILS & TOP PLATE 12d 0.148" X 3'/a' 0.131• X 3'A" EV O.C.(CAMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3' 0.131' X 3' 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.162" . X 31hi 0,131" X 3 iA" (2) ISO(COMMON) ISEE PLAN (3)16D ( GUN NAILS) HEADER SCHEDULE REMARKS (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 rHEADERSIZE W/ 1/2" FLITCH PLATE THIS SHEET (2)-2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2"FLITCH PLATE THIS SHEET (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/7 FLITCH PLATE THIS SHEET (3) -1 314" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4' X 3 117 HS LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE (2)•13/4"X91/4 ATTACH TOGETHER W/(3) ROWS 1/4' X 31/7 H6 LVL 2.0E Fb=2600 PSI BIDS WD SCREWS @ IV O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS 2x4 WALL 2x6 OR 2X8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA END EA. END EA END EA. END T-0"-3'-11" (1) (2) (1) (2) q•-0• . WV (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 let FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 1201 COMMON NAILS AT 12" D.C. ALONG EACH EDGE OR (3) ROWS IF 2x1O OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2).2 x 8 #2 SYP W/ 7/1$" CONNECTION; PROVIDE (2) 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 70 CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/18' CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) M OSB FLITCH PLATE. NAIL BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST NAILS @ 12"" ROWS OF 2 OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 *2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HEFA16 TO CMU O.C. TIP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4'x11114"LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" X SDS WOOD OR (2) SIMPSON HETA16 TO CMU 0 1.6" O.C. TYP- SCREWS E. 1 COL U.N.O. ON ROOF PLAN. EACH SIDE. (2)- 13/4" x 11 7/8" LVIL 2.0E R>=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' D.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. - L 3/4' x 18' CONNECTION: PROVIDE (2) . N P31. NAIL BEAM R USING (2) ROWS THER US 1/4 - SIMPSON LSTA24 M x 31/2" SDS WORD x 3 O O HTS20 TO WOOD POST SCREWS ®16" O.C. TYP. SCR OR (2) SIMPSON HETAIG TO CMU OR (2) I 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 80770M OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. SIMPSON LA 12 STRAP TO TIE ANGL D CORNER TOGETHER 6 SILL, HEADER AND TOP PLATE MAX DIST 24" O.C: 1/2" RED HEAD @ 2 x 4 P.T. PLATE w/ 7-EMBEDMENT RIPPED 2x6 NAILED TO 2x4 W/ 12) 10d @ 12' ON CENTER SIMPSON LSTA 12 STRAP-/ TO TIE ANGLED COR ER TOGETHER @ SILL, H. DER AND TOP PLATE BAY WINDOW DETAIL FRAME TO FRAME SCALE: N.T.S. -2 x 4 STUD 0 BAY WINDOW - I RIPPED 2x ON BEVEL NAILED TO STUD (TYP.2 SIDES) D a H O nPu 9F 3H wm Oim t ':. 35 SH PRE CAST LINTEL BOTTOM @ 6'-8" EGRESS J -----------------< 3 3 MASTER BE Y ��q� w o ,4 BW1 DINING VAULTED CLG. Q VAULTED CLG. N�m VD VAULTED CLG. i3•_g„ BW1 18•-q" o A °W 00 4,4" rn N H1 O �. G.T.. (2) 3050 SH G.T. v H4 C [BVV3 I I I 4 3:12 z " 3:12 I SLOPE �� iD �I1SLOPE�- 13'-4" Z Ll 14._3„ 3,-0" '-2" 6'-3" Y 1� -- I I � 07 GREAT ROOM l-- 36" FLAT BAR � , N .-I VAULTED CLG. 4 TOP ON 34%' M WALL-- 1 _ J ,.. 266El 2668 • I . _.. ' Z 2 V1 O III(-(fty" ��w '" KITCHEN N M N ( \gym L-1 ! CI� ! PROVIDE PLATFORM FOR AIR HANDLER - I VAULTED CLG. rp I VERIFY SIZE W/ 4 2'-8" 11'-10" iff Ic� MANOR ih 2'-0" 3'-6" 3'-6" 3'�4" 2'-10" RANGE/HOOD � RANGE/H � o , 1668 O O o FR M. BATH o iv 5 SH 1 I VAULT CLG A �pp ■ 0 O I N ' 2 J , IW 1 4'-0"; 3,-0„ 2668 IN 1L U ' - '=. N m Z � o �, N `� OP A O N LAUN m BEDROOM 2 iSW. 1. C. , 8' CLG VAULT CEILING y O f7 Lo N Op 7'-0" ' 6'-2" 4'-0" 2 6" 12'-O" w ao LO 3X5 ; D I W I F.G. 0•' � -----------------" I IJL SHWR - -ill FISH m NOTE: BUILDER TO PROVIDE VTR MAX. NANSON BOX 3'-0" W.H. APPLIANCE PROTECTION IF LGT. 35'-0" 0.36" ARE o 2 ' ' ZXS FOAL �`" REQUIRED BY MUNICIPALITY. o_ N SEE SHEET 4 FOR DETAILS o o __ __ U) PULL DN.STAIRS I LOCATE IN FIELD i nn 22 1/2" x 54" 'O ED i _______________, OD BATH 2 � VAULTED CLG Z it m V 2 CAR GARAGE FOYER 00 _ R/SH 8' CEILING ___________________ n Lo Lo " y 10'-0" CLG. 2668 4068 N N Q n O N F39 S 3 11 ' 10" -0I, 2,-0" 7, 4" •-----------------`-----------`----- ---------,.. MSO - - - - - - - - - - - - - - - - - - - G.T. ELEV. "C" - - 3068 - - - - - - - - - - - TYP, - -+- - b EGRESS TRANS. ABV. ti BEDROOM 3 PER E EVATION 'B-0" CEILING H4 A, HOSE BIBB ; ; MS12 q. H1 TYPICALALL AT BAY S 2 WINDOWS O ENTRY SEE BAY WINDOW DETAIL ON THIS PAGE 16X7 OVERHEAD411 A O O '9 ?OSo EGRESS ry$J BM2 0 N BM2 q 3050 o 2.-0" 2-0 4,$" 2,-0„ 5,.4" 2-0" m q TOP. MALL a *CD21 COLUMNS -- ----- '----------- - ----`---------- BM2 -0" FLOOR PLAN ELEVATION "C" SCALE: 1/4" = 1'-0" El R :y 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE $ A +27.6 / -29.9 B +27.6 / -37.0 +26.5 / -28.8 +26.5 / -34.4. +24.8 / -27.1 O +24.8 / -31.1 ® +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE' PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 13/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a flocineiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window II w one f e following 3listed methods- sha comply with o o the ng [ 1 5. R308.4.2 All windows within 2'-0" of doors and in Shower will be safety tempered glas s. 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8' CDX. 1X T&G acceptable for substitution. 7. EC:R402.2.4 Access doors from conditioned spaces to Unconditioned spaces (e.g., attics and crawl spaces) shall be weetherstripped and insulated to a level. Oquivalent to the insulation on the surrounding Surfaces. B. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of. the methods specified In sections M1502.4.5-1 through M1502.4.5.3 9. Callings for exterior entries and covered porches to be 7/16" OSS on Underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 70 screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications 10 mt FILE COPY AREA CALCULATIONS TOTAL LIVING (AC) 1512 S.F. GARAGE 390 S.F. COVERED ENTRY 128 S.F. COVERED PATIO/LANAI 87 S.F. TOTAL AREA UNDER ROOF 2117 S.F. v ,`A'N1IIIIIi1/j' a P YcNSE g7B64 OR ST * OF W NPL %%''� ffi L ID a O 8 N 2 In F00 c p_p ! fj t8Y a Ti Ti li ng EEEEEE¢C1133 ®"� § a a 8 Z9m4 aPazIS U g� = Ynvw.FOsavGrxml ❑. ❑ ❑ TUT Z s gR Z u c*Itimew a Z L~"1 ' nro W y 0! � m 0 w f LLn c " RS U W t O _ -0�0 Ift 0 Cn Cn?Y0p o0 „ Q Clio 9p �IW FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job information: Cif O z Iv L0 LO LLI N a_ ;; N ++N 3 2 LO M a b j ED U`)LL o _I m U) (n ♦ I Model Name / Number: 151.2 VI Plan Issue Date: Thursday, February 18, 2021 ♦ KA PROJECT NUMBER: 21-1770 M=a FLOOR PLAN Of (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. „ B" GENERAL UNLESS FOUNDATION NOTES NOTED OTHERWISE 1 PROVIDE MIN 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. - -� OPTIONAL CURB FOR '� '� F F VARIES LAPPED MIN. ' AND SEALED. GRADE SEE PLAN MASONRY @ ELEV. 0'-0" ; '' :; -`. " - — 2 4" 2500 PSI NC. SLAB W/ 6X61O/10 W W F, OR MINIMUM .75 LSS WJ {1) - #5 BAR CONT. OF FIBER PE CUBIC YARD RBERMESH/HBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 00 :''--"'-`"" " FOR RBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 2STORY: 20" X 20" 3 A INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO �P-w ' - - REINF. N WJ (3) - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ASV. SLAB. HOOKED FTC FOMENT W 25" EXT ABOVE SLAB 1611 �--(2)#5 REBAR FM01 SINGLE STORY FTG REINF. SEE PLAN— c0 #5 REBAR SEE PLAN ;►":..': �;- • DOWELS I7 .FMB / (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING 16"; RECESSING DOOR B ExTERIOR SLABS ON PLAN. SILLS OR SLIDING GLASS DOOR SILLS. SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE FM02 SECTION @ GARAGE. 1J2".= 1'-0" U.N.O. e NO WOOD STWES .PERMITTED IN FOUNDATION, 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. Q,C. rO DETERMINE STEP LOCATIONS IF REQUIRED, 8 ALL FOOTING 5 SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS Ri 03.1.41 THROUGH R403.1.4.2 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4' STEPDOWR TO SIDEWALK FROM ENTRY it ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PBF 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 P [OR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DRY DENS DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN. FM03 THICKENED EDGE 1/a" =1'-0" = 1'0 EQUAL LIFTS NOTTO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUP DATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (*) SLOPE MAY VARY 247MAXIMUM DEPTH.. _ ...... ,.... . BEARING CAP ACITY OF 2000PSF, IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR. x ALIGN DRIVE W/ BOTTOM OF p 2 STORY: 20" X 20" RECESS & PITCH DRIVE �'" W/ (3) - #5 CONT. 4" GONC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. 16". (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 2x BRG. WALL 2 STORY: 20 X 20" (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) SEE PLAN EE r..J, "i�* 8 4' 4" 16" 4 245 REBAR FM11 STEP DOWN BRG. 1/2°=i'-0" FM12 STEP DOWN NON BRIG. SEE PLAN-------------------- OPTIONALCURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" co LLEV. 0'-0" WITH CURB (1) #5 BAR CONT.8. (G.C. VERIFY) z F F REINF � 6 FOOTING SCHEDULE _ MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ib F1 0 1'-0" X COW.. 1'-0" 2 #5 E.W. ROT. 2000 F2,0 2'-G" X 2 -0" 1'-0" 3 05 E.W. BOT. 7200 F2.5 2'-B" X 2'HI' 1'-0 3 #5 E.W. BOT. 11000. F3.0 3'-0" X 3'-0" 11�0" 4#5 E.W. ROT. y55DO F3.5 3'.6 X V-6" 1'-0" 4 #5 E.W. SOT. 21500 F4.0 4'-0 X 4' 0' 1'-0" 5 #5 E.W. BOT. 28000. F4.5 4'-8 X 4'-G" V-4" 5 #5 E.W. SDT- 34500 F5.0 "I X 5'-0' V-4' 6 #5 E.W. BOT. 42WO f6.0 6'-01Xe'-0" 1'-4" 7#5 E.W. BOT. 61500 1/2" = 1' 0" SEE PLAN TYP. SEC. (SEE PLAN) >' 2 45 CONT. . r • _ 2 #5 BENT BARS W/ INSTALL LINING ,� „ R w w MIN. 25' LAP SPLICE MATERIALS PE.: FBC-R P2709.2 MUDDED FLR. Ilk1I. 6 SLOPED TO DRAIN MIN. 05 CONT. FM14 SECTION @ RECESS SHOWER 1/2"=r-o" FM18 TYP. STEP FTG. DETAIL ALTERNATE, REINF, THE REINF. BARS SHALL 8E GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITYto 45 X 25" X 25" o c CORNER BAR ONE N E FOR EA. HORIZ. iN LEGEND INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING - - - REBAR, TYP. U.N:O. '• (2) #5 REBAR 16" A/C CHASE - 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING WJ(3) • #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=r-0" FM23 TYP" FND PENETRATION 1/2"=V-0' STEMWALL SCHEDULE MAXIMUM STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS �+T• F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'.8" >2'-0'-3'4" 10" 10" 20" 24" W/ (3) #5 BARS 6744 5'4" >3'-4" - 4%On 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0"-5'-4" 16" 18" 48" W/ (5) #5 BARS CONT. 48" & #5 @ 18" O.C..TRANSV. 1162# 2'8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX F.C. ;� p SPACING (D.C.) 9 W.W.M. TO BE TIED TO *5 A "' CONT. REBAR (1) #5 HORIZ. CONT, TIED TO EA VERTICAL REINF. BAR #4 TURN BAR ® STEM WALLS GREATER THAN T 4'-0" (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B r ,i FIN GRADE- 9" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12' LIFTS STRIP FTG. W/ QTY OF "MIN. COVER d REINF. PER SCHEDULE �F (3 SHOWN) 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" FIBERMESH CAN NOT BE USED AND NERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM E NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #y CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILUNG IS TAKING PLACE 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'-C" s° h * TALL (TYPICAL ALL CORNERS) .c. 6.I1F STEMWALL.IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS _ 7, ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8.R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS "SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R40&i..4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ:D WHEN STEM IS OVER 4'-0- TALL NTS CLEAN ( PLUMBING RISER A/C COMP & PAD 4" CONC. SLAB W/ S" X 8" THWN EDGE -.-.. 1 13 6" 13 4" 11 2" 7 3, 4" T. O" 3' E" '., 2' 10" 5' 4" ..III ;;ILL. IL FM03 .. 3 om FM0 3 _JIL%�ji tm TO SANITARY SEWER JS , _ ______________ ______________"" I ----------------- r , ________- `O ; cn FMll i p InImo. i FM11 i p U ; 3 ; 011 a , I 1 I STEP DOWN 4" ; io I , ;D , �I ' 01 3 do r A ♦ _ ' PROVIDE CHASE — FOR HVAC UNIT I '� ■ m BOA =ICI OD I I�,_ .^ -`� Q� t'''----'��'' z 1� m I ' I _ % "^ PROVIDE ELECTRICAL & PLUMBING Nl �_ �j ' SERVICE THRU SLAB @ ISLAND LOCATION ■ m �� (REFER TO FLOOR) rFMOi 1 d- ------------ , - -------------- 6 ■ ' 1 go• iN I 3' 2" 10' 2" 4' 6" 20' 2' iv aD w zn o00 I T ■ j CV O , aD I r :_ — — _ - _ - I FM12 r. _ _ — r� — �1 1 BID In 11 : F.G S I I 3 1 D I I W. 11 ■ - - - 2' 10" 3' 3" Ill 10" � VTR MAX. HANSON e0X ' LOT. 35'-0" I ■ '�'W.H. ; ® 36" AFF ` - - - - - - ` 2XB r 11 r■ � y I LLB J, � ♦` I I I.I' f- , I ■ I I (V 1 I I ' ' 19, 4" 5' 4" 13' 4" 1 I ' ' C.J. SEE NOTE 6 I I EiV E to IFIMo2 io ® E 3 , n , ST L CII 0 ' N ■ I (z i , i w N ■ STEP DOWN 4" , ■ ; I ; o in HOSEBIBS----------------------------------' t a `--^ ^,^�� FM01 ,'--- ■ ■■ ■■ ■ ■ 3 �, ■ VLE C o....... ---- -- ..' P ,. o I , 2' 0" 16, 01, 0 2' 0" I 3 0 2 0" 2, 0" 5' 4" 2' 0" inin a o F215 o 0 a F2.5 F2°5 _'R , U A 19, 0" 1' 4' B" 11-4- 0" 38' 0" FOUNDATION PLAN ELEVATION "C" SCALE: 1/4" = 1'-O" Nrs C.)rO7BNo 8f6O�4.�O r!f PN O�N tollo�L` , C� ,i .irA �LL,e I� to 'D g � P LO W y m 1 * #S �" Q "gy¢mRk 03�21� w 80�'9 8 � Dd">g€p a a `LLb a w 2% P gym ¢ p g05 g;r LL ■mom& m O -� 3 ■ m 8H �P ZN a a oko 2 J N U WWW.FDSMG.COM ❑ ❑ ❑ O = Z g — o Z N p aY a — uHi Z ry m +-' w w d � O w 't 0w w i c Ln (J m N Q N o E ®F EFy �A6 ORIDA CONTRACTORS LICENSE NO. CRC13301 , 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 C DIVISION LOCATION: PORT ST. LUCIE Job Information: LL00 z W �U0) 2 E m N N z N 04 L0 .$. 4)N a Jwmo o LO LL JmwU) Model Name / Number, 102 A I Plan Issue Date: Thursday, February 18, 2021 ® F KA PROJECT NUMBER: 21-1770 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,512 x 3 = 4752 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 (5) 4500 BATH FANS 1100 WATTS EACH 200 GEN UGHT'G & RECEPT. + APP. CIR. = 33,086 SUBTRACT 100 % OF FIRST 10,000 - 10,000 A= 23,086 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 23,086) = 9,234 + 100% OF "B" = (10,0001 = 20,000 TOTAL WATTAGE = 39,234 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 163 ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) I USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. WP GFI m � m INSTALL FAN pp''yy 1 BOX PREWIREWP WP GFI T , 1 INSTALL FAN ��yy BOX PREWIRE\6,d �\ �y' • FOR D/W < GFI , FAN `5 ) 1 ®FI PREWIRE 1 , � � GFI ' FI /' , .GFI i / 1 L - 22 O---- `t2o-- , GFI GFI 220 " FOR HOOD S , , F , , GFI , � I , INSTALL FAN ' BOX PREWIRE D III W o 1 220 I I GFI I lit J left 0 220 GFI W' @ 42" I nF. uj Lu •----------' / OR o V w ATTIC ELECTRIC ' rj Lu ¢ Uj o_ IF REQ'D BY CODE i / — P / � - GFI I ------------------ GFI @ 42" �.:.. (P ., FOR GARAGE \ DOOR OPENER ------------------------------------------------- NOTE: LOCATION OF METER AND PANEL BOX INSTALL FAN TO BE BY BUILDER. IF NO GARAGE SERVICE , BOX PREWIRE .DOOR IS PROVIDED A DISCONNECT SHALL . , BE ADDED AT METER LOCATION. DOOR i BELL I HOSE , BIBB ' ' WP GFI \ NOTE: ' KEEP COACH LITES OUT ` '\ OF BANDING, QUOINS, AND 1 ROUND COLUMNS WHEN \ POSSIBLE. REFER TO ELEVATION " ' FOR TRIM. ELECTRICAL PLAN ELEVATION "C" SCALE: 1/4" = V-O' ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 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. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 1W FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT $4 FOUR-WAY SWITCH �/ U $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTUREEl 11 TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT W ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT L) 220 VOLT OUTLET o-- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET L-= DISCONNECT SWITCH ' TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX ❑ WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING (� BATH FAN W/ LIGHT I C INTERCOM SYSTEM _c ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE IVeRIFYF NAL 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. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. liu�� o, g N IL v W 0� 0000 � 00 8 � U8k lid �W g W ®dry„ W a ugt�, M 'E m Q 2E' ZN � Q d LL 0 0 r� eu 21�9 0 z U ? N ,- S NhW/.FDSENG.com O Z o Z 0 Z y Q N ti — u1 /AJ Z N �^' m O w g YC6 � J w O ccA ECO = awl UmB oQ Q jA,\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I� O z i LV In N aI M m �-Q (14 In > N OJLLJZ) m o Jm(nw In LL VI Model Name / Number: 1512 Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1770 Sheet: 4 Of: ELECTRICAL PLAN SEE DE1 G.C. TO PR( BLOCKING' W/ ARA RE( FOR SPAN F 7/16- OSO SEE "HIP/R BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/18 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS - X" BRACE SEE ATING OF DGIE call MEN mill mill mill gill BOTTOM CHORD GABLE END BRACING @--/ GOP CHORD 2X402 SYP 4'-W O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs FISH ENGINEERED ROOF PER ASCE 7.16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 2511 WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20TO46 DEG, WINDAREA (+) VALUE DENOTES PRESSURE 14:12]-[12.121 (SO FEET) (-) VALUE DENOTES SUCTION a=4tt AREA ROOF 1 2e 2n 2r 3 3e 3r *aA HIP -37.02 -51.06 51.06 -51.06 to GABLE -37.00 -37.00 -58.99 •58.99 •68.99 -76.03IF ROOF NAILING SCHEDULE/ NAILING ZONES (,SHINGLE AND TILE)- ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2D ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: �52" EXP. 1 ('120) IILE! 232"E KP. 1 (4Q20) NOSE, 1. PER CODE ASTM F1687 RSRS-01 REFERENCE TO 8d (2 38" X 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN m32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2'1N x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .1207 NAILS *a�4ft 3. GABLE& DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20IQ 45 DEG RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12){12:12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUDAND OR BLOCKING ATALL EDGES, AMINIMUM L4" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN V. G) NAIL AT BASE 2 ROWS @4"O.C. w/8d COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS @ 4"O.C-w/8d COMMON NAIL. © NAIL OPENING PERIMETER W/(2)ROWS ®4"O.C. Al 8d COMMON NAIL O NAIL INTERIOR AT r O.C.w/Bd COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & MAIL 04" O.C. w/ Sd COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER wl Sd COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O (2) Ed NAILS 0 3" O.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF GABLEEND. 15132.ORB I II II EXPOSURE i I II D II SHEATHING 1 II II. PROVIDE BLOCKING I 11 II AS REQUIRED PER I II II SECTION X-X IF NOTFULL HEIGHT HEIGHT SHEET --'--- © FLOOR SYSTEM NOTE; 8d NAILS FOR WALL SHEATHING MUST BE MIN.131•X21I2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN ls" (2f 2xTOP PLATE BEYOND 15WOSSEXPOSUREi SHEATHING -T T 74. jl II 11 II II I II 11 II SOLID 2X BLOCKING Wo F II 11 I OALLSHEATHING III III H I II 11 II I III 11 1 II I III I EDGES s (�E SECTION �) m� III II I II 111 11 II II 1 r �z III III C III II �I 1 I ul lu u D u I w III III OPENING III 11 II It I --- III III III II II ap� C x III_ I_ _IL _ II a III m 111 III III- x-11-_-II---1 III. E II. 11 1 II 11 I Il III III nT u III II II 2x STU0S 0EYOND. wu9 -•Tr----rt--, INJ IIII IIII IT II I l II 111 I I II 1 II 111 II II II II 11 I SEE PLAN Z w IIII 11 11 Ilil 11 II 11 II I 1 IIII I I II III I I o z IIII I I II IIII 11 ll II. II It I IIII IIII Iil II 11 IIII I I II 1 I I I II IIII. II I II IL II II I I II I ALL SHEATHING A 4x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM SAIL" zf SINGLE NAIL EDGE SPACING "S" = NA SPACIN s 1, -,a.. DOUBLE NAIL EDGE SPACING 0 LL w LL LL �2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/7110" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS NAILS SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. C r ROOFCRITERIA_ -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. SQUARE CUT ASCIA -ROOF PITCH I PIR ELEVATION -SHINGLE LOA ANG - CON NECTOR FOR: ADAMS HOMES -1512 ELEV CBASE BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT DESIGN:78d NOTES TRUSS ID UPLIFT RATING 01-05,01V- 05V, E17, 07V, EJ7VP, HI], L/R 350#orless HETA16/PER TRUSS MPG 1810# w7v 01A E2, HJ2 L/R 204#orless (2)H23A/PERTRUSS MFG. 1130# A16C L/R 1710#orle. s (2)HETA16/(2)HETA16 2365#/2365# (9)I0dx 1-1/1 A01-ADS, A11BC AIRED L/R 906#orless. HETAID/HEI'A36 1810#/1830# (9) IDd x 1-1/2" (9) 10d. 1-1/2" 803C L/M/R 495 Nor less HFA16/HUA16/HUA16 1810#/1010#/1830# (9)10dx 1-1/2" (9)10d x 1-1/2" !, (38)10dx 1-1/2" , 301C L/R -877#orless H10A/HIGA 3040#/3040# (18)10 (18)10dx 14/2' l+a 602C L / COW. ERG. / R 631#orless Ar TOENAIL H10A H10 / / 1040# 3040# / (18) lOd x 1 1/2" .. (2)HETA36/(2)HTS20/(2)HT520/ 2365#/2620#/2620#/ 30 10 x -12 (48)10d X 11/2 ^1 AID L/M/M/R 2006 kor less -(2)HETAI6 2365# 6: 9/17/19 TRUSS MANUFACTURER - RFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEET ' b L= LEFT, R= RIGHT & M - MIDDLE BEARI NGS. BEARING LOCATIONS ARE R EfERENCED TO TRUSS MANUFACTURER '9 TRUSS DRAWINGS ALL CONNEOTORSARE SIMPSON PRODUCTS OVMLC: UU/Y =1 V SIMPSON- CONNECTORSCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF SYP CONNECTOR&FASTENERS SPF SYP HUA16 wl(9)10d x 11 W OR 1810 HTA16w1(10)1UdX 1112' OR 1555 1870 OF14AMETO MASONRY HETA2Dw/(E)10dxl i/T HI w1(10)10tlx112" O FRAME TO H2.SAw/(10)Sd NAILS 536 SO R77Aw/(10)8ONAIL3 516 585 FRAME FRAME TO H)1Cdxl 8)10dx112" 1015 U40w/ IM 17 IDdx 1117 RTi6A ( ) 895 1020 © FRAME H10A-2 w/(18)10dx112"AT]PLY TRUSSES 930 iWD RT18-2w/(i6)i0dx11?AT2PLV TRUSSES 935 1080 O FRAME TO MTS12w/(14)10dxl VT(IITEXTERIOR MCI SYb MTW12Wl(14)1Wz11R"(Ai IXTEMOR 1005 1195 FRAME LOCATION INCLUDE (3)12d TOENAILS) LOCATON INCLUDE (3)12d TOENAILS) O FRAME TO MGT w/(22)l0d NAILS AND 51T A.T.R. w/12' 3330 3988 MUGTl5vd128)l0d NAILSAND Sir A.T.R. w/ 33M 4485 MASONRY EMBEDMENT w/SIMPSON'SET"EPDXY 1Y'EMBEDMENT w/$IMPSON SET' EPDXY O FRAME TO "(ATE 1125 1919 1/2' ATE%TERI R ( O HOCATI 1285 7530 FRAME ENAILS LOCATOR INCLUDE (3)12d TOENAILS LOCA IONINCLUDE NINCLUD 312d TOENAILS LOCATION INCLUDEI ) FRAME TO (2)HTS20w/(4B)10dx1112"(ATEXTERIOR 2260 2820 (2) HTW20 wI(")lW x/12°(AT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE M12d TOENAILS LOCATION INCLUDE(6)12d TOENAILS(EA) HGT-2w (1G)l0d NMLSANO(2)5/r A.T.R. HUGT2xd(16)10d NAILS AND (2) SW A.T.R. O FRAME TO W1IT EMSEDMENTW/SIMPSON"SEl' 10800 V1TEMBEDMEWW SIMPSON 'SET" 7020 9790 MASONRT. EPDXY (HGT-3 FOR 3-PLY0 EPDXY (HUGT3 FOR 3-PLY) OFRAME TD FGTR w/ N 9) IWxr SDS WOOD SCREWS 3400 472$ RFUSW/(l2)WS3WODDSCREWSAND 7100 MASONRY AND (2)10 x 5" TITEN HD ANCHOR BOLTS (4) 31e x V WEDGE430LT 1 LGT2 w/ 16 16d SINKERS QFRAME TO &(7)1M"x2-1/4'TITER 2 1750 208D MASONRY SEE NOTE Ito BELOW) FRAMETO (2) LGT2 w/(3ZJ 18d SINKERS &(14) 3800.M (21 LUG72 w/(32) 1Bd SINKERS& 110) 3100.M 3100-M J2 MASONRY/ (FOR 3240-F 3770-F 3770-F WESINKER 3800-F 4520-F FRAME (28)ie Od SINKTENERS FRAME ( OR (28)18d SINKERS FOR FRAME �A) FRAME (EA) OR (32) iBd SINKERS FOR FRAME (EA) R (32) FOR FRAME TO (2) LGT3w/(24) 1/4"x3"SDS SCREWS 4010-M 6970 M (2) LUIvd(24) 19*x 21/TWS25 0480-M 7710-M 9 MA9AME PLY TRUSS) ZSKERSF 5010E 8980-F SCREWS &d 8480E 7710E FRAME R(52)I FOR 52 18d SINKERS FOR FRAME OR( ) (EA) 91 KEAS FOR FRAME E SINKERSFOR di 56 i6d N I A) I ) BEAMTO HU410 OFT HUC41 O W(18) 16d 6(10) 104 G#2680 HD410OPTHD4101Fw/(20)t6d&(10)10d G#308f O BEAM NAILS UH189s NAILS U*1950 BEAM Hl 410 OPTHU (20) OFT 10IFW 1M"x7 HD410 Ensi. © R MASONRY (10)wOd MITTEN 1l4^x2 Y4^&(10)100 NAILS 1W U#jB00 U#180D GE43OL WEDGE-BOLTS(10)10d NAILS Up850 To HU46 OPT HUC46,W(6) 10d WAILS& G91540 G53000 1I OPTHU48w/(8) 10d NAILS B 0#1025 G#201! ©BEAM MASONRY/ (12) W x 2 W4' TITEN ITO MAS.) U#980 U01135 (12) 1N' x 2 W4' TAPCONS(TO MAS.) U#103D UN860 FRAME OR (12)16d & (6)1 Od (FOR FRAME) SYP-F $YILM OR (12)16d & (6)1G1(FOR FRAME) SYP.F SYP.M TO (2) HETA16 OPT (2) HETA20 1920 Iwo1-0LY (2) HTA16 OPT (2) HTA20 1870 OFRAME MASONRY 1-MY w/ 11M 10d x I ITOR 2385 4"2fLY W .w/(10)1xl l/TOR 2430 w/ (12)10d 2-PLY wl (12) iSd HTSM16w/(8)10d NAILS AND(4)1/4'W 1/4" 955 1110 HTWMIBW/(B)1WNAILSAND(4)1/4'x13W 1145 1225 TAPO NS WEDGE-BOLTMASONRY O FRAME TO OR OR Hf8M20 w/(10)l Od NAILS AND (4) 1 AN2 V4" 955 1110 20 w/(f0)1Ud NAILS AND (4) 114"M 3W TAPCONS WEIX3E.BpLT 1145 1225 ©FRAME TO H10S w/(8) Sd xi 1/2" MAILS AND (2) 3fT.V 780 @To MASONRY TITAN HO - DTr7Zwl 011/4"x1117SDSWOOD DTB-TZWI(8)1/4"x19/TWS18WOOD O FRAME TO SCREWS PNO (1)1/CB AT.R. EPDXIED w/ 1835 J14S SCREWS AND (1) 11T 8 A.T.R. EPDXIED wl 1510 ins MASONRY SIMPSON"SET°(SEE NOTE#4) SIMPSON"SET"(SEE NOTE#4) TO HTTSw/(26)16d)Q 17 NAILS AND (1)&W9 'SET MT45 pMle16d x21/T NAILS AND (1) OFRAME A.T.R. EPDXIED V SIMPSON 43M Wo 519-6 AT.R EPDXIED wl SWPSON"BET' - WOO MASONRY ISEE NOTE#4 BELOW) SEE NCTE#4 BELOW TO H174 wl(18) 16d x210 NAILS AND (1) 541°2 HI w/(18) 16d U Ir' NAILSAND(1) OFRAME ATA. EPDXIED w/SIMPSON"SET' 3640 4P, WE A.T.R. EPDXIED Id SIMPSON --Er - 4160 MASONRY (SEE NOTE#4 BELOW) (SEE NOTE At BELOW) O FRAME TO H105 w/(2M1)100 xi 1/2"NAILS 786 Qj 0 LUGT1 w/(23) 8d xl 10 WAILS 876 1D45 FRAME OFRAME TO HMOKT WI IQ 1/4'M 1/2' SDS WOOD 76D IND RT16M W (9)10d x 1 i/T NAILS & 1395 1395 MASONRY SCREWS & (5) 19-IC 11C TAPCONS (4) 19" x 13/4• TAPOONS FRAME To VGT WI06) lWxr SDS WOOD SCREWS& "SET' O (1) WE A'T.R EPDXIED w/SIMPSON 3556 4140 MASONRY a/ 1T MIN, EMBEDMENT FRAME TO (2) VGTW/(32) Wa' SDS WOOD SCREWS 0 MASONRY &(2) 111 A.T.R. EPDXIED W SIMPSON 5170 11®5 "SErIT MIN. EMBEDMENT OF VGT W (16) 1N"x.T" SDS WOOD SCREWS & HDV49DS25wl(10) 114W TIT SDS WOOD 3286 40E MUGTI6WI(22) 10d NAILS a HTT46 w/I15) 4100 FRAME FRAME SCREWS &0)5/8.6 A.T.R 10d NAILS B(1)us-8 AT-R. OFRAMETO 0 HTT6w/(62) 1WX21/T NAILSB 4375 609D W HTF46 W/(52) Is= 1/2'NAILS BOOB FRAME (1)54"0 A.T.R.(SEE NOTE xd) &(I)S/S'BA.T.R.(SEENC M) 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLSIBMW w/(2) 12d TOENAILS. z ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYR#'I Tx4" TO TRUS6 VERTICAL WEB wl (2) ROWS OF 1 M NAILS a r O.C. STAGGERED & 1r MIN, AT-R. EMBEDMENT O CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w/4'-W 2x SYP 92(MATCH CHORD LUMBER SIZE) V 011) ROWS 1 Od 04"FROM END A 4"O.C. STAGGERED: CENTER AT CONNECTOR LOCATION AS MUCHASPOSSIBLE. CV MINIMALCONNECTOR UNOONFRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRYWALLS/UNTELS/ ICF WALLS UNO ON PLAN VERTICALS FOR ALL FLOORT - MASONRY 2. CONNECTION AT IL FSISr O.C. PENDING HISSES PARALLELTO WA0.5CTIONF SEE R ALL HIP FORJACKIC FINE INFORMATION 3. CONNECTION FOR ALL CONTINUOUS RIM BACK) TO TOP OF MASONRY WALLSI MAX. LS wl 4. CONNECTION FOR OVERICONTCATION OESNORDTNFLICT MA SORRY ICABLE.CMAX.w/(2)AT EACH CORNER. GC. TO VERIFYLOCATIONDOESNOTARING TOO QFAPPLICABLE)LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR SEARING WO�WAIJJBEAMB xN (2)12d TIXNAILS BO MINIMALCONNECTOR UNOOfN FRAMING PLAN 1. CONNECTION FOR BACK TRUSS TO WOOD WALL OR BEAM O MINIMAL CONNECT OR UNO ON FRAMING PLAN --- ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING- SEE [RSH].SCHEDULE THIS SHT. FOR SII & 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. ALLPANEL 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 R905AA - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OFTHIS 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 pp THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAVIE IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLE b IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. i.J 1 FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 'IE�� co it JCIE CI METAL DRIP EDGE + C.M.U. OR ICF WALL 2 X SUB -FASCIA D o SEE TYP. WALL ...I.. cxcrnA 2x4 P.T. FASTEN TO C.M.U. W/ J. 1/2' LONG T-NAILS @ 2'-0" D.C. SECUREJCHANNEL 12" D.C. VINYL ©G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4'=1'-o" 11 �. IIN"' eT11T1li/T Il AA �.�G �Q,6A •. it N0 tit JI! Cr y N ,ell 9A H' " w a N ((DD lu0 SWE 0 QD f-00 g � F. 1- 0 ro LU Ip0,4 a LU m �- �vw Q .` w 3 y¢yo E c a Q EO, Me m r�ms- ° Eq@ B C "g� rn «9 Z s dl c ¢ .�� Wm FDSE7NG.COM ❑ ❑ ❑ Z a - O o Z N O z a J N CL ti _ N LO z m �W O Al w ,�n Lc U ENE L{ 2 Q-� �0 8 o0 aC4oa dal ® rfAM4l= YAIIM C'Q IFLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I I PORT ST. LUCIE Job Information: LO 4 W OJ 04 m CI a rh M ai to I-i0M N (L O.JW::) m o Model Name / Number: 1512 VT Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1770 Sheet: 6 Of: -im • ' 0 MS03 0pp 10J'LDJt,,, , 17'/p4.�' 9 Q 41,841 ,��.: i 4�ThTIY.�.fYl .�4wnM:el•i•YRe•!nrAf"•l�eq,,?)W �4 7 436(J 77 q t T1'1^x7'f�,' i 6; TIP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. 31111 ON SP4 W/(6)-10d X 11/2 SP8 OR BPS FOR 295 AND 2X8 WALLS I . , r +A..lx d/_ I — P � DOUBLE 2x TOP PLATE i' STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/3000 1' P.B.I. CONIC. W/1. #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL le 8" C.M.U. 1' 2"x 42 SYP/SPF P.T. W/ (3) 1/2' X B' "J" BOLTS OR (3)1/2' X6' EXPANSION ANCHORS OR (6) 3" X 114' TAPCONS OR t' (8) 2 7/8" HILTI TU4DN1 NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO RAME (EXT/BRG/SHEAR) WALL TO MT,& #5 REINF. 20" MIN. LAP BAR 9 43 OR#4 REINFORCING ��. BAR LAP 25" M"1 #5 STD- 90° HOOK #5 REINFORCING BAR #5 1 AP SPLICE SCALE:1"d'-0" #6 REINFORCING BAR a GflADE 40 U.N.O. 96 n1a gPLICE MS051 REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT REQUIRE ENTS SUE TAPCONS SPACING #ROWS 2 x 4 1/4" X 2%A 12" O.C. 1 2 x 6 1/4" X 234" 12" O.C, 2 2 x 8 1/4- X 2R4" 12" O.C. 2 NOTE: TAPOONS TO RE 4" FROM ENDS ' FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST_ �UNTEL w rr i (2) 2X P.T. i > eucKs w/ , 1/2" 0 8.81. r BETWEEN ; FASTEN PT NAILER TO ; MASONRY ' IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3DOO PSI GROUT, MIN. 25" LAP (ACI 530) CONC.SLAB SEE FOUNDATION PLAN FOR MORE INFO— NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGME ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL - FILL ELK. CELLS WITH 3000 P.B.I. GROUT ONE #5 O LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOPOFBLAB nut 1 MS021 TYPICAL SHEAR WALL SECTION N.T,S PRECAST "U" UNTEL(5) FILLED SOLID W/ INSTALL MIN. 25" LAP SPLICE 3000 PSI GROUT (SEE LINTEL PLAN FOR BETWEEN WALL REINF. & LINTEL MINIMUM SIZE & REINFORCEMENT & TOP STEEL AT EACH SIDE OF LOCATIONS FOR REQ'D. CONT, LINTEL OPENING WHEN TOTAL OPENING OVER MULTIPLE ADJACENT WINDOWS) WIDTH IS B'•O" OR LARGER HURRICANE ANCHORS N.Ts. TYPICAL SEE PLAN GROUT TO BE FLUSH WITH PROVIDE SCREEN WHEN 10" BLOCK BELOW 15 NOT TOP OF WALL HOO REQUIRED TO BE FILLED. (TYP, STANDARD 90 DEGREE HOOK HOOK LINTEL .r,. ,..; •,,T,. REINFORCING INTO 4 : .,,. . • •� , .t .. �.. w TYP. BOND BEAM 6" x 8" x 18" K.O. SIDE VERTICALS -,�. WHEN TOTAL r , ,a..•�: ,i.Y, UNTEL BLOCK OPENING WIOTN IS , Z t W O FILL w/ 3000 pei CONIC. W/ (1) #5 " DIA. REBAR PROVIDE 3"x3" HOLE • _' IN BOTTOM OF PROVIDE STD. 90° PRECAST LINTEL TO STD. 90 DEGREE REINF. EXTEND WALL REINF. HOOK W/ MIN. 2E LAP THROUGH AL R . ANGLE 3000 psi SPLICE ON EA. END 1�•'"' CONIC. W/ (1) #5 WHEN TOTAL OPENING REBAR BOTH SIDES . •' REBAR BOTH SIDES DIA. RESAR IS 8'A" OR LARGER OF OPENING U.N.O.. OF OPENING U.N.O. 12"OR LESS PROVIDE KNOCK -OUT . ... •:.; .....' AA: i•'; . •:A'+ � �'" ,.. BLOCK FOR FIRST "':. .:•�::: ' a' FILLED CELL COMPLETE CMU ITOTALOPENINGWIDTH ": � FROM FTG. TO COURSE BELOW SILL& '•' ! jC BEAM w/ (1) #5 FILL SOLID W/ (1) #5 BAR (. BAR WHEN TOTAL OPFNINO IS 6'4" OR LARGER i CMU U.N.O. •U TYP. DOWEL i ' 25" MIN LAP (ACISW) .. Y•" f .V :.M..•). it R t" 4 "•�J SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION N.T.S. I MS01 I BLOCK WALL REINFORCEMENT N.T.S. O O O LINTEL PLAN ELEVATION "C" SCALE: 1/4" =1'-0" GENERAL NOTES 1. AREAS OF BLOCK ABV, MASONRY OPENINGS AkF TO BE GROUTED SOLID 70. TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN. S" BEARING EA. END 4. "LINTEL MIN, DEPTHS ARE CALLED OUr ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32' HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F= RUED NTH GROUT/U-UNRUSD 6 REBAR AT TOP R=RECESSED MIN. (11 p'D OF #S CL REBAR @ BOTfOM �QPL oruMEL CAvtn tt� u7 TOPNNOCKOUT UNTFL RLOCN T Dw tF16-113/1 1 b GROUT OMINAL I—QOANnn OF WIDTH n #5 REOM AT REBaR AT #s TOP NOMINAL o UNTEL CAVITY "I BOTTOIA REINMRONG 7b UA PROVIDE] IN LINTEL (VNUES) TVPF DFAIRNATION INALmORi _ QF-L iTR M ,^STFRIWIEtlill3^ CFNPRAI/��I I��NN�C 1. Pc RmAxIlmelso MOO pal. L PrI Nl ft a read and bed Idnta. 2. Pc pas:msaed lintels=fil PSI. 2 Short, filled Notate as raculmd. 3. grouted per ASTId C476 Pg= 30a0 PN w/ 3, hell of IMIal must comply WM the arohksdural and/or stmcbael dmwbge. 4. rul lmum 3/8" aggregate and e" to 11' Slump. a. J Unrolls era mamfisoLmd with 51/2' Mng nolahes at fie end. W acaanxmdMe B. Cmrcrem masonry Mx(CMU1 per AsN COO W/ w#ICM bell reirdomirg and gmuthg. "Id.mnetamecompresal SaenglP=2000PM. 5_ Ml lintele meet or exceed L/380 wrical defection, except Urtals 17'4"md AS B. Fobm per TM Milli Grode 6D. - longer With a nomhal hel®it of 8' meet or exceed L/180. Prestressing Saw per ASrM uts ill B. Rothm field added rater to ba MCetBd N the bottom a Me IIntal oavky. 7. 2701aw mlexNlon. 7. 7/32' 4arnNer wire stlnupe era welled to the bottom Neal for mechenkN axhomge. 7/32 acre per ASTM A51D. B. CasNOplece concrete may be provided it cornw.1te lintel h Iku of corcmte 8. Mahm per ASTM C2r0 rypeMnS.. maeonry mks B. Bak loetl ratingsprowl on.1.58.N deeM71 mYyale per ACI33A antl ACI 530 1Q Approwl No.158.1 T. wr u 11. TM axlerlar auNeca of kdInat eteror wricrabornaeo,bywIlISshall hoe a wednxapplied 1,eP:,ecwASTM C928.rotha.pprowd coaling. ]2.Pat$hmbeimuRmd Igrell rd fo,brholwMCN euPIMendhorlcaMalIkkreQ loads show be cheamtl for awndm boding wYh the IdlPwing equeNon: APPIle0 w0val W00 ARAM] hcrtePPI load < LO � Be. vWfl.al low Safe horta l loos 10,701070 SPIP&OBOBAT 8F8OB/1T • • •• o 0 0 0 H SRF141B/1T WL6.18/1T O O ©O0 O 0.•BRIE 1B/1T a 18/1T ; SF2815/1T "O;, O BF32 3.B/1T 0 REVIEVV�.� a."� E C MPLIANI r LUCIE ��aaCOUINe- BOCC FILE COP ' FORM & GROUT SOLID 4 , e. BAR CONT. RM85 12" LINTEL DETAIL 3/4"z;I 0,TORRA Air .J; Nog9 $ O101, N 7 OD P In OD ti u' G °N� W Sa W'w="'QS as ga€ 13W w1ri3 ° a 0' 0 ¢ s o w Ill rR mYee ¢ U J 5 �us IS�g,^y PBLSia m m in 2� d a k J N DO wwW.R>SFNacag ❑ ❑ ❑ f 0 p�p Z N O Z J f d Z N L/1 ro 4-0 W C I � lice I O W� c' Ar 'I M c co V —C4at E 4 A DAMj HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F `Job Information: I— Z (D 1-( ujO LO C� Q ai CV to > N z F—Y0 ") LL ® ®JLuZ) m o Jm(nU) UT LL F Model Name / Number: 1512 F Plan Issue Date: Thursday, February 18, 2021 [ KA PROJECT NUMBER: 211770 Sheet: S 1 Of: LINTEL PLAN rV (5) 1/2" DIA. x 8" "J" BOLTS FILLED CELL W/ #5 VERTICAL 2"x6" P.T. WOOD JAMB --� `ilv 2x6 #2 SYP P.T. 0 W/ (2)'/2'x5" WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. 1/2" X 8" A.B. W/2" 00 WASHERS SET IN TYP. FILLED CELL MIN. 5 PER JAMB. CONT. P.T. #2 — WOOD SYP 2" X 6" TRIM DOOR AND CONNECTION PER — GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL 0 ~ SECTIONAL OVERHEAD DOOR 0 Y i GARAGE SLAB a T ti ;oj AS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. - BLOWN -IN R-30 INSULATION PER FBC ' AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES BLOWN -IN R-30INSULATION PER AT EAVES (FOR VENTED Al -RCS) ° FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) PROVIDE AT EAVES , ~\ OVER APPROVED UNDERLAYMENT SEE PLAN ATTICS) (FOR VENTED ATTICS) VENTED PER FBCR 905.1.1 OVER APA ' FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - TILE ROOF (PER ELEVATION) TRUSSES @ 24 O.C. [RSH] - ON FRAMING SHT. FOR OVER APPOVED UNDERLAYMENT SHTG &FASTENERS. PER FBCR 905.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- TRUSS ANCHOR (SEE PLAN) PE-ENG. WO OD [RSH1 - ON FRAMING SHT. FOR '- ..- SEE PLAN_FOR TRUSSES @ O.C. SHTG & FASTENERS, — - — - BRG. HT. • ••" 1/2" DRYWALL TRUSS ANCHOR (SEE PLAN) FELT PAPER OR '' ETAL DRIP EDGE '. TO BE INSTALLED ON OUTSIDE TRUSS PLATE FACE;�1 _ ,• - ,; _ _ _ _ -J —tMETAL 3/4" P.T. NAILER • "� ZX SUBFASCIA � SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS DRIP EDGE 1/2" DRYWALL CURTAIN NAILER r 8 x 8 x 16 K.O. CONNECT ALL 2x STUD 2X SUSFASCIA i x 4 P.T. @WINDOWS I x 8 P.T. @ S.G.D. n LINTEL BLOCK O,H. W/ (1) #5 DIA. REBAR & TO TOP PLATE WCFH (4) SOFFIT. SEE ARCH. of SEE ELEV, 3000 PSI CONCRETE 16d TOENAILS H PLANS PRECAST "U" LINTEL " 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE REVIEWED FOR COMPLIANCE.. OPTION:. 15/32"OSBEXPOSURE ION ,,CEDE MAXIMUM OF (3) . 2X PLATES MAY BE O.H. EXT, WALL W/ ALL EDGES BLOCKED. wp v N� ®g �+ COUNTY ST. LUCIE 4�OUNTi SEE ELEV. SEE TBI3 FOR NAIL ATTACHMENT. t' ADDED BELOW THE HEADER W/ EACH 1 3/4" . (OPTION) STAPLE: 16 GA �' BOA.o,C,r+C PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NAILS AT 8" O.C. NOTE: 44" MAX. SILL HGT. ON A FILL CELL •(1) #5 DIA ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI n CONC. ALL LOCATIONS VINYL FRAMED WINDOW w/ SCREEN " SHOWN ON FOUNDATION (G.C. TO VERIFY W/ FLOOR PLAN u &BOOR PLANS LOCATION OF OPENINGS IN " EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL ol ' STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW W/ SCREEN WINDOW STOOL CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SILL FINISH 7/8" THICK PER ASTM n C-926-98A " PAPER BACKED FOIL R-4.1 H 2X SFUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL " " MORE INFORMATION). SEE TBI3 PER FBC AND ENERGY FORM v FINISH - 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) (SEE FOR NAILING INFORMATION FOR APPLICATION R-13 INSULATION AT EXTERIOR WALL SHEATHING WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE I x 2 P.T FURRING��\\ x 4 P.T. FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" EXTEND ACI ABOVE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B.8(OR IR" x 8" TITEN BASE NAILER 530) WITH PERMIT APPLICATION HD) w/Z" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP OF SLAB oo GRADE GRADE I w " p 'SEE PLAN FOR H COMPACTED ti RE -BAR QUANTITIES FILLLEAN PLAN SEE UNDATION PLAN SEE ' SEE FOUNDATION 16" FOR FrG REQUIREMENTS �" PLAN WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = V-0" VS01 I TYPICAL WALL SECTION - 8" CMU 3/4"=1'- b & 0 -4 0 21m I m m `w6 W M O00 D 9.r a � a u &� �' U 8 6 M ii Ti ii D.-0i wo1 W QGO—A w a §$q z�� ¢ o b LLrlw�ri $aiE ZN a a 9 ❑❑❑ z o z o V/ z J N z � �J ri l� z '' v J LL roW 'O � N U — W v) � ti f0 '—gym U _ N E = on Um0Q 0 LO 0 r �,..m Q roao FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Information: `Job No 0 Z 0 cH p Hn w` � i W 'I a: m N N N / (14 � N tp N > d coM 'a O J Lu Z) m o J W V J (n Model Name / Number: 1512 Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1770 Sheet: Of: TYPICAL FRAMING e�' 0 JTORREs° °ee <1 S E • �: Nb �^ PROVIDE 2x4 ON TO * = O OF 2x8 TO BLOCK OUT 2 ROWS 12d @ i A •• S,� P'C \O ::`L TOP PLATE ATTACH W/ NAILS O.C. 3" O.C. OUBLE 2x4 r,,� �� c c *iP sy� T TOP PLATE STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) 4g"° 1 �' ) 7/16" MIN. NAILED HIND °yZN °j"III COMMONS @ 3" O.C. @ 2x4 STUD EDGE & 6" O.C. FIELD RUN PER PLAN OF SPLICE FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM NOTE: @ALL TEXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR �� \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �� I \l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN J� I�� TOP PLATE W FRAMING 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 "- I ��I `� *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 2 •g" ,N") (0 Lo STRUCTURAL SHEATHING j h\ �� 12d NAILS @ 3" O.C. E m g� 1• u� 00 1- TOP PLATE TRANSITION ¢ PIPE OR DUCT w/ OUBLE 12d @ 0 2 m @8�5 OR�fg w + +I I Ii PENETRATION THRU TOP SPLICE s1:B g 00,4 6 w a OIL VARIES W I+ +I N TOP PLATE w/ MORE 0 8 `�°i'w!10 a �' a w ROOF SLOPE 1 o THAN 50% OF TOP ROWS 12d m e g z L ¢8 0'2X TOP PLATE TO I a PLATE WIDTH INSTALL @ 3" O.C. WOOD WALL OR GABLE END W/ 16d SIMPSON PSPN516Z ' F s 5TRUSS. SEE PLAN 2X4 CONT. w/ (3) 12d NAILS @ 6" O.C• OP &)BOTTNAILS TYP. �`4j£ E, z a ¢COMMON NAILS EACH OTTOM SPLICE 8 ySTUD TYP. T&B +1 «+ NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS E92 ? y + +I + + OVER STUD 0 oasss TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. ° � .fie NNM'.FDSENG.COM ❑ ❑ ❑ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE WZ 8d 2 1 2" x 0.131 NAILS (9 PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED Z 0 0 SHEATHING Z o TRUSS OR ROOF SYSTEM COVERING NOTE: ///�� ` Z 0`1 PLATE LENGTHS MUST BE AT (, j < . LEAST 8'-0" LONG. TYPICAL w Y J N LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. GE15 FALSE BEAM AT GABLE END 3/4"=1'-0" N.r.s. WF17 TOP PLATE SPLICE DETAIL Z N 4�w� 2x8 SYP #2 � =° TOP & BOTTOM p }�'— ATTACHED W/ (1) ROW 16d 2x6 SYP. #2■f6 U N s w NAILS @ 16 O.C. RIPPED w m o 1' 11h 14h' 1>f =�' BOX HEADER DETAIL i a N o m ato * CRIPPLES MAY/MAY NOT BE PRESENT. IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION ~ ,'� DAMac HOMES * USED AT EA. SIDE EACHJACK EACH SIDE OF OPENING G.C. TO 2X BLK'G. 70 O.S.B. W/ 2 -8d INSTALL (3) TITEN HD. EA. END 12) 2 x 4 LAM14ATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x S LAMINATIONS W/ (2) ROWS OF STAGGERED led 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS (D=0.148",L=3")0fl EQUAL COMMON WIRE NAILS (13 0162' LH31/21' OR EQUAL DE FACE) COMMON WIRE NAILS (D=0ONE INTO 16 "EACH 3-W2IDE FACEI OR EQUAL PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 2) 1 (2) >4' BUT <9' (2) (3) (2) (2) 10'4' - 16' 3 4 3 4 HFADERANCHOR —' -- - - NAILED TO TOP PLATES, HEADER & JACK - FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY No. & SIZE OF HEADER SIZE &GRADE RAFTER TIES - GULFBREEZE, FLORIDA 32563 EACH END REVIEWED �".��`m SEE PLAN FOR (2)LSTA 30 DIVISION LOCATION: PORT ST LUCIE BEAM SIZE %Zo=E COPLII ( NDTFS' CONNECTOR REQUIRED F`" 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE I/4"DIA x51/2"JAG S f`�' . LUCIE COUP Job information: OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE A$ SHOWN FOR 3PLY) P4 AT (3) 16d SEE PLAN 2X CRIPPLES@16"O.C. SEE SCHEDULE p,p,,r�p+ • 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION L5.3 FOR 6dA'4L.rr \tea+ COMMON W/ SIMPSON SP2 TYP. THE THICMNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. FOR WILL 24" O.C. NAILS(TYP) WF37 N.T.S. STAGGERED TYPICAL COLUMNS DETAILS HGT. TOP AND BOTTOM NAILS @ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) `v. F.F. OVERHANG CMU x: FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" © 4 ��I � ``► i.�%% 00 ..♦ ! O.C.• •• • • ' ,I'1 I �, ! • • • ! • • • • :• NAILS. SEE DETAIL ABOVE ISEE ELEVATION FOR R • SQUARETRANSOM E30X HEADER--j EACH END * WHEN STUD LENGTH 12" O/C EACH FACE OR 3-ROWS IS LESS THAN 12" USE LSTA30 STRAPS AT EACH 12d NABS STAGGERED @ 12" O/C FOR 2 x 10 O STUD WRAPPED OVER TOP PLATE & NAILED OR GREATER HEADER TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 STRAP S.Y.P. HEADER W/ �O C�5 LO FLITCH PLATE 1/2"HEADER. M HEADER.(U.N.O.) FILE COPY COPY m � 8'O/CIILS@ � N 04 N: FILLING AND BLOCKING AS 7 > m DOUBLE 2 x 4 REQUIRED FASTENED TO z M Y W M d CRIPPLE STUD HEADER W/(2) ROWS C`I 'Co 0 w�I' 0 TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS '00 M1JY� �^ (n/1 r U) NOTED OTHERWISE _I Model Name / Number: 2 x 4 STUDS TYP. iA 512 SIMPSON HTi4 W/ (18) CMU 16d NAILS & A 5/8" VT Plan Issue Date: EXPANSION ANCHOR bruary B, 2021 W/ 6" EMBEDMENT U.N.O. �FNfWGa GARAGE NUM STEP DOWN KA PROJECT ER:HOLD 21-1770 DOWN CON * * NOT REQUIRED @NECTIONS BEARING P.T. SOT. PLATE WALLS WITHOUT UPLIFT NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D, WINDOW OR DOOR OPN'G sheet: S 3 of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 1 TRANSOM DETAIL AT ENTRY 1/2"=1'-O" WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS 2X4 #2 SYP BLK'G @ 16" O.C. W/ MAX 9" UNSUPPORTED MAX 9" UNSUPPORTED _ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH] IF 2X4 #2 SYP SAME SPACING AS BOTTOM CHORD LATERAL BRACING - �" SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP @ 16" O.C. TO BE LESS THAN , (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. . OR EQUAL TO 450 , - SEE STRUCTRURAL MINIMUM 2"x4" ' " ' 8d NAILS @ 4" O.C. IF > 9" CONT. 2X4 #2 SYP W/ (2) NOTES AND NAILING IF > 9" CONT. 2X4 #2 SYP 10D X 0.131 @ 8" O.C. EA. SIDE SCHEDULE FOR i CROSS BRACING i . "� �;,..' WALL AND ROOF SHEATHING DETAIL ,'� , W/ (2) 10D X 0.131 @ 8" - (SEE PLAN FOR ��-1 SHEATHING, SEE TB13 ,' ,' O.C. EA. SIDE LOCATION) ;�. a - BLOCKING FOR SPECIFICATIONS STRUCTURAL SHEATHING 15/32" yam— 2x4 SYP L BRACE FOR 2X4 #2 SYP BLK'G @ 16" OR 7/16" MIN. w/ 8d NAILS @ 3" 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'41" TALL. O.C. W/ (2) 16D NAILS EA. ,'� �'� O.C. EDGE & 6" O.C. FIELD APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR ,' .' END. SEE [RSH] SCHEDULE THEN 48" O.C. AFTER. NAIL w/ 3-12d @ EACH END & 9 GABLES 6'-0" AND TALLER. FOR SHEATHING ATTACHMENTS. i ' ' I I 2x4 L BRACE FOR GABLES 3'-0" CROSSING AT 45° ANGLE. ATTACH L BRACE w / (MIN. FIRST 4 BAYS) TO 5'-11' TALL, 2x6 L BRACE FOR (NOT REQ4 11"VOR SHORTER O 12d NAILS @ 4" O.C. FASTEN 1 SIMPSON HGA10 `\�` '' '�/ ` ` ,' GABLES 6'-0" AND TALLER. CONT 2x4 SYP OR SPF SPANNING (4) BRACE CONNECTOR FROM GABLE TRUSS \ ,� ,' ATTACH L BRACE W 10d NAILS � � � � I / t ' TRUSS BAYS (SPA NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. 2x4 SPF CROSS BRACE , , I AT 4" O.C. (3) 12d W/ 3.12d TO CHORD (MIN BIL K/PLATE NAIL GABLE TRUSS APPROX. 8" FROM RIDGE 48" O.C. AFTER. NAIL PER JOINT - 1ST 4 BAYS) TO TOP PLATE w/ 16d NAILS @ 4" O.C. WHEN / (3) 10d @EACH END & @ \\ �\\ ; GABLE TRUSS CONTINUOUS LATERAL BRACING / 'T. PLATE 1/2"x8" ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN. J - 4 BAYS O.C. MIN. 2x4 SYP N SPF BLOCKING AT KNOCK BETWEEN TRUSSES @ 48" KNOCK OUT COURSE (NOT REQ'D WHEN GABLE ; \ IS 4'4" OR SNORTER) CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL AT TRUSS WEBS X�RACING - 2x4 SPF OR FOR NAILINGING O.C. MAX. FASTEN TO EA. TRUSS w/ 3-12d NAILS EA. MASONRY WALL ` ` JACK TRUSS �\ �`� ' SYP w/ (3) 12d @EACH END i SEE PLAN FOR TRUSS WEB CONT. 2x4 SPF SPANNING `� `� I CONNECTION (4) TRUSS BAYS (8 FT) NAILED NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TO 2x4 BLOCKING @ 4" O.C. W/ 12d & (2) 12d TO CHORD �� • I T813 FOR ATTACHMENT TRUSS w/ 2.12d AND 1 SIMPSON H8 w/ OVER JACK TRUSSES, SEE 10-1odx11/2" NAILS PLAN. , (MIN 1ST 4 BAYS) ` TB01 TYPICAL CROSS BRACING DETAIL N.rs. TB02 TYPICAL CROSS BRACING DETAIL N.r.s. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 81/4"x11/2" SDS WOOD SCREWS GABLE 2X4 BLOCKING w/ 2-12d TOENAILS TOP OF 2X4 SPF BLOCKING BETWEEN NAIL TOP OF "T" TO 2x4 BLOCKING W/ TRUSSES @ 48" O.C. MAX GABLE TRUSS W/ (2) 12d TOENAILS x4 tii i I I r, PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM O G US TO GABLE TRUSS 2/ (2)•12d SIMPSON 1;j`g�Q 'r CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM S AND 1-SIMPSON HS w/ 10) 11 MASONRY WALL/ LINTEL H8 W/ (10) 10d X 11/2" �� QP•.•� N• - r '•. � ° BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS NAILS OR WOOD BEAM/WALL ` G CN AILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @DUTCH GABLE SEE PLAN (MASON YSHOWNEI"� ��`�• N ��A N• CNAILS HORD GE21 SECTION @ DUTCH GABLE 1/2" = 1'-0" ✓ O �I*�:: q TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.r.s. J� P� s� WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP \ �i��''' FLOP;•' I�'. A TRUCTURAL ------ PACE 'i o �> �SlOta�; G.T. SHEATHING rylrrtu►►`► ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 42 N TOP CHORD WHEN REQ'D NAIL TO TOP CHORD L TO PREVENT SHEATHING ACK "' "" OF HIPPED TRUSS W/ F SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12' O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING g e W `H 00 r FgF o 0 SEE PLAN r g p a0 £89 F it W r g � m # ik Tt U LL LL 2X4 BLOCKING 8 W $ E m mo5 to » ��xtLLg BETWEEN TRUSSESHIP TRUSS _ # Q 4 „gz, Ld 2 c' N a 30 Zorn ¢� �� o TB03 HIP RIDGE BLOCKING DETAIL rv.r.s- TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.r.s. �I� m k. s.�, LP Bel iL 0 O � w N O Gagf W U 3 (n m c 'a WWYT.FpSeNG.COM z Z m Z o S TRUSS NOTES: W 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND OF ACCIDENT BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED l/'I TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT ONE TRUSS. �� uJ EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY U 2. ALL BRACING (DB,CS,BB) SHOWN ABOVE SHALL BE IN .ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 342d NAILS AT EACH TRUSS INTERSECTION. N w - Ulm BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 4. ADDITIONAL ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. - N c CO J �T6 1- ('0 BEE TYP. TRUSS BLOCKING G DETAILS CN y SHEATHING 3 TO TRUSS uF AS SHOWN c W Y L.0q TRUSS SPACES ALTNATE ER DIRECTION Q N o Q YI n RUS DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ 14) 12d TOP & BOTTOM OR H5 SEE TRUSS (2}1 NAILS WN TO EA TRUSS _... FLORIDA CONTRACTORS LICENSE NO. CRC1330146 PEACE OR HCLR/LL IN PEACE OF (4) IOD 6 9 REQUIRED ®N GREATER THAN 8'-0" VIIEED IFCBI= 3000 GULFBREEZE PARKWAY Nk,•••• sEEPLAN OUBLEroP DOUBLE SEE STRUCTURAL NOTES AND NAILING ,w g?�C1 �+.gygprT® A /� Fa � CID GULFBREEZE, FLORIDA 32663 PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS l,.Ahli�lr"LIA DIVISION LOCATION: PRE -ENS. TRUSS SECTION B-B VARIESw ROOF �""ICOW". SLOPE .\ �, PORT ST. LUCIE 2x STUD WALL SEE PLAN " BOCCI ♦ Job Information: CONY. FRAMED RIDGE \ \ MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING \ (2d WHENIT LANDS SPF 48" O.C. W/ (4)12d \ BETWEEN TRUSSES NEXTTRUSS 2x8 BLWNG. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PUKE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRR D 0 RAFTERS GREATER \ \ / B THAN\ 2x4 SPF BRACE / \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY 3rd \ \ ALTERNATE DIRECTION O SHEATHIN RAFTER \ \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT. EACH BAY FILE COPY ` U) B TB 2X4 SPF W/(2)#7X3.1/2" / / TRUSSES O ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN W M BLOCKING OR HS 0 48" O.C. > PRE-EVG. TRUSS \ / / `'1 N U N N U) CONT. ROOF SHEATHI NG AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / N SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ (USP '^ LO LL J co U) 2X4 P.T. BLOCKING BETWEEN DIAGONAL 2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS 0 ON CENTER \ \ / / 2X4 SPF BLOCKING V ! ♦ Model Name / Number: AT 8'-0" TRUSS EACH END MAX 2x6 RAFTERS @ 2'-WO.C. \ /\ / V BETWEEN TRUSSES MAX. w/(3)12d COMMON BEAM \r @)24" O.C. MAXiW/ /s \ WALL BELOW TOENAILS TO RIDGE 2X4 RAFTERS SPANSES STHAN / • \ 3 12d EA. END TYP. ) \ 1512 (SEE PLANS FOR TYPE) oFOR w / SEE PLAN COD ONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD ♦ Plan Issue Date: T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Thursday, February 18, 2021 ♦ KAPROJECTNUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION r1 21-1770 2x4 S.Y.P. @ 16" O.C. Sheet: Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.r.s. ROOF FRAMING AND BRACING DETAILS j E THERMA-TRU INSTALLATION\\\\� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. 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. 99 SPA EVE M 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE r„ 61, 3" o.. b.. 3„ 3„ 3n 3" 3" III _ III 1 i„ 3„ 3"3„ 3„ ill 6'„ 6w DOUBLE DOOR W/ SIDELITES )A IE N ;IF 6„ SPACE :VENLY 31, 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 17-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O M TOP OF SLAB Op Z I -II -Ih N I IN-IIN,II° I I r- Ir I o v d of 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. cR I PACE VENLY SEAEAT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. �°a� P user Go`lee E p ffi0 , cootsa / � 0 7" s to use In valley centedlne ' SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT ALL LEVEL VALLEY LOCATIONS XTURED, PAINTED rEaETER.WALL FINISH " %6" H GALV. BEHINDFLASHING BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING VERTICAL WALLLASHING CONT. AT KNEEwALL T ENTRY m ARi srnn__. —CCAI AAIT 6" X 6" H GALV. FLASHING COW �A —r / FLASHING DETAILS III 6" HOIlaHO—RIZIL/1'�yll NOTE Rtasnl THIS DETAIL IS REQUIRED NG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2" MIl V. EMBEDMENT 2X WOOD FRAME 18 p1Li J17 SCi�EW BY OTHERS 5HEATKNG BY OTHERS CAULK BETWEEN FIN &SHEATHIiN6 3/40 MIN" EXTERIOR FINISH DISTACI BY OTHERS PERIMETER 1/4" MAX' CAULK SHIM SPACE BY OTHERS O.A. WINDOW' HEIGHT EXTERIOR INTERIOR fl TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/4" IS usod. R9052.8.5 DRIP EDGE. PHOVIDh DRIP EDGL AT EAVES AND UABLES OF SHINGLE ROOM OVERLAP TO BE A MINIMUM OF 3n ;76cm1. DIVE DRIP EDGES SHALL EMEND 4.m BELOW SHEATHING AND EMEND BACK ON THE ROOF A MINMUM OF tin. DRIP EDGE AT EAVES SHAI- BE PERMITTED TO BE NSTALLED EITHER OVER OR UNDER THE UNDFIN AYMFNT. IF NeWLLf0 OVER THE UNDERAYMENT, THERE SHALL RE A MINIMUM AN W DTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE UMP CODE SHALL RE MECHANICALLY FASTENED A MAXIMUM 01 1siR ON CENTER. WHERE TFE Vasil AS DETERMINED IN ACCORANCE WITH SECTION R3D3.2.1.3 IS 110 MPH 1177 KWHI OR GREATER OR THE MEW RDOF HEIGHT EXCEEDS 33 FEET 110,058 mina DRIP EDGES SHALL BE MECHANICAI I Y RU FINED A MAXMUM OF 4 INCIES M CENTER Melamen faawer:Spadng Wall framing:. (iambs, Mead and'3111j 025pruouPTrlei 9" 6" '". ��__-I„— � Or eelEer /SIIIEone #10 x1-1,12, _ — —. "Svew #10 - .' Minimum svewa Penehaaw Glazing lead Noudrg Rn— Cross Section V Lew rxe o VI I of .Y. Fixed NMlli Minimum -.a 112• SHhmne �._.__.._-- ✓thin ---.._ ---_. _. E4a11015he'atilrq Note:. We:MlymCOnrmand'the use of6bshinga Worllaehlry topes andsYllparts easwted lnA5rMF12t1-0I. However, due to variation In codwandbuleing types; It BIeRW to the end uaerM determbm Me properinshibilon ofthase Hems. In Sefore instzlllae your i inflow, Me LwbDte wrap may wpeeied bi IF, T,upeaODn, Aul phase _-Mick @+r,mip fu p ae6 thebk6s;from Ecc?theaar:5aarDa"=ace ury CMov vi Is Wmplte. SOepI MeaduretobesretheopeMngis 311"toIli largerthsnthe Wndowsu both v'ertlaltyand horizontally. " You may wish to preddN the installation holes in the fin at this term. Cempand tine prepaxiii /xValn Me Antoaft ft as they are for maaaiv Step 2 Apply a generous bead of VINOne to the bagc#de of the mounting fin. Use enough slicale to suAdentiy MI allvmtls between me fin and the Wall Step Insert the vmdow Into the opening fran the whi The window Is labeled" aLside• and"outside", but 4 thew wets have been removed the glazing bead should Sawa" be to the Inside of the building. Step Install shims under the all, adjusting than until the unit is pi in the opening. Slims should be Installed under the sal every 2 Ran. The wlydav should be basically anti ed in the opening with no, more than I/4" gap between the window and wall freming. Step 5 Install a #10 s WIT stew 4" from the coma of the fin at each end of the head, sill and bunjambe. Step 6, Install the remin faseeness In S" tracremems from the corner smmews In the hinter of as& frame member. Use are not to over- tiphten tlw saevrsand WII them tilrWgh the 6n. inns, crake ore the screws go in straight and do not am the frame to bow. Wall harang should be a Miami of #2 Spruce/PhwlFir. Fasteners should be#10 wewsdfSufficient length to admleve l-3/6" Into the was and no less dem 11rhim of training.: Fastener guamitia needed In each Side of name to adueve 6' aF Frame Memben 10" 3B' 26" 30" 4r 50" sr 66" 74" or 90" 90" Numbem N Faslmea 2 3 4 5 6 7 9 9 10 11 12 13 Step 7 Re mon Some; Salamis "squessee our from around the 6n and ftWea for holes or vans. Use sllvmme to fill any Vows. Step 6 If desired, a foam InsuNGon an be applied to Its Interior gap between the window and wall naming. If applied, dusmustbe dre rro; ✓ rxrAn'MrNe 7rae <oAAr. Sep 9 Si these Windows are typically used in roans With high manure, le; bathrooms, It is recommended that the abettor gap between the window and wall homing also be sealed with shkone and tooled se as not tointaf es with the Installation of Palboad, bit or him. Step 10 Once all ounswLtion Is complete, remove the bubble wapfrom the miss and oulswe of the vandew. If m asssary, loan the Mocks With a mid detsi and warm we* using asoh cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH, 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: DADS IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 1st Choice COUNTY APP. 6 NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: FlOrlda Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 Products Inc. "Off -rid event" "FROM EDGE AND 4" D.C. TYPICAL MAX, ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R8 RO DUCTSLLC #30 ASPHALT -$A URATED ORGANIC F LT ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choicel I Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 18 x 7 7x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/32.0 CLOPAY FL15279.36 83W� Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. GLAZED 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 FIBERGLASS DO INSWING TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS THERMA TRU-CORP. FLUSH FL204461119 2nd Choice +67.0/ 67.0 FIBERGI ASS DOOR AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 1st Choice +0/ -146.3 The Tapco Group 7" Staggered Shakes NAILS 11/e" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL FL20403.17 N.A. N.A. 2nd Choi eN.A. SHALL BE BEYOND WALL DRESSING Windows: +40 / b0 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 1st Choice Single Hung )fin) ANCHOR WITH MIN, 116" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3540 SERIES +40/-50 MI WINDOWS Single Hung (flange) OoSUFFICIENT NAILT THROUGVIDDE BUCK USE #8 WOOD SINTO RWOOEW D BUCK. FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SLIFFiENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: N}.1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 1+8504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 114 HOnzontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WFTH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-6 WITH MIN. 116s" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1 t Ch ' +55 0/35 0 KAYCAN LTD 8" BE ADED 11/2" NAILS 10" O.C. IN FL16503.4 R-3 S once IT Vt SOFFIT LENGTH Hurricane Panels: 46 PSF EXT/ HURRICANE STORM G� an ed DIRECT MOUNT. TOP LA4 20 MALE PANELMATE W/ FL16293 R3 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 12JA" O.C. BOTTOM 1/4'-20 SIDEWALK Parcels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56120 Name: Luis Pablo Torres Certification Number: Fl. # 87864 Name: Certification Number: 1 TO 4 � .•.NSE' OF- ,nth•, �� Nn BID 00 bF L m 3 H- to tl o Lo s �'G E Q g tit ±k � p Lag lre,6sgm$ 0 6 Iwo Egg W �m3Fq qw a ui4 a z3 Y 0 a x 2 El a °° a d HIP i,'n ❑ ❑ ❑ WWINTI)SENG.COM 0 z_ o Z N �o /� ♦ Z Q a `n — Ln z ry � Ed M � Le, 2 r) m U —? to uwm ° W A \\\\\ c �� = cM 5 Do $ ^I gL> a00 ��Ea a N C O it's 1.. A DAMS HOMZS Azza FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: lear Il z eazz— Q)� o � � W In a D N N to 3 2 AD CL m � 0JLLJFT Lin Model Name / Number: 1512 F Plan Issue Date: Thursday, February 18, 2021 FT KA PROJECT NUMBER: 21-1770 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING i-WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Out, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: NTs FLANGED WINDOW W PO1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING � mir - - FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RISIST14E TEMPORARILY SECURE BARRIER ,. WOOD FRAME CONSTR. E/'ERIOR SELF -ADHERED FLASHING „A AIHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY6IN. \WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WF07) DO NOT. ... �.. BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW FSELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING 1HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD �I SELF -ADHERED FLASHING NAILING FLANGE - DOOR ROUGH OPENING 3/4"-1"BEAb OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING T SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 311 BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF A LKING / f SECTION -A -� (SEE DETAIL WP02) SELF -ADHERED FLASHING - 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) W PO4 �- SELF -ADHERED FLASHING DECK PROTECTOR R DOUBLE JOIST ERIOR IT. FIN. .DING PAPER PE n : 12.0 in cm : 30.5 an) E LATH -DING PAPER F-ADHERED FLASHING a e ail W SELF-ADHERI n SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL 1.�SHINSTALL SELF -ADHERED G JAMB & HEAD F A F ANGEDSHING, SEE F NGED WINDOW (�EE DETAIL WP01) 8" 8 2 WP05 1 SELF -ADHERED FLASHING PATCH )HERED FLASHING FLASHING REMIREMENTS 11703.1 General. Exterior walls shall provide the building with a weather -resistant exterior Wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT R703.1.1 Water resistance. The exterior wail envelope shall be designed and constructed in a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 0.3 in: 12.0 in FLASHING O SELF -ADHERED required try Section R703.2 and a means of draining to the exterior wafer Ur at penetrates tlh as exterior cladding. (0.6 cm : 30.5 Cm) DETAIL R703.2 Water•resistive barrier. One layer of No. 15 asphalt felt, free from hulas and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or Sheathing of all exterior walls No. 15 SELF -ADHERED FLASHING PRODUCTS 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 WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive CEMT. FIN: PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a described R703.1. manner to meet the requirements of the exterior wall envelope as In Section R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers, BUILDING 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 PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater 2. Install flashing and weather resistive barrier to form water shedding laps absorbing layer or designed drainage space. O 3. Self -adhered flashing can be substituted for building paper flexible 4. Split the release paper using the ripcord (Split release on demand, er) - for ease of installation and to minimize embedded in the adhesive layer) R703.4 Flashing. Approved metal flashing, vinyl flushing, self -adhered membranes and mechanically attached flashing shall be applied shingle�fashien or In accordance with the manufacturer's Instructions. Metal flashing shall be corrosion n resistant. . Flul -aPpIlea membranes used as flashing shall be applied in accordant with the manufacturer's SELF -ADHERED FLASHING \ /t, / P ®� scoring cuts instructions. All flashing shell be applied in a manner to prevent the entry of water into the well cavity or penetration of CEMT. FINISH SILL) POTSHELF/ CHIMNEY SHOULDER V V 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" Minimum) with AAMA 800 w ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant Fluid -applied membranes used as flashing in RUBBERIZED ASPHALT RUBBERIZED ADHESIVE 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ASPHALT (lashings shall be installed at the following locations: ADHESIVE 'naccordinglyt fit r t folding of the flash) o 7. Angle Of OOrneY may vary, adjust g SELF -ADHERED FLASHING I tight to comer $. Mechanically fasten as necessary y 1-Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the Section drainage. Mechanically SCORED y extorter wall finish or to the water -resistive barrier complying with 703.2 for subsequent 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: (BEFORE FOLDING, MORE RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications nut addressed in the ADHESIVEAS SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to MECHANICALLY FASTEN AS the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 200, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the intersection of chimneys or other masonry construction with frame or stucco wails, with projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4. Continuously above all projecting wood trim. S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame. construction. 6. At wail and roof intersections. SELF -ADHERED FLASHING JWP06 INSIDE CORNER 7. At built -In gutters. 2 4 5 NG TO THE MASONRY OPENING (HEAD, JAMS, SILL) IN W P 0 8 AACCORDANCE WITH TPPLY A LIQUID IHE MANUFACTURER'S RECOMMENDATIONS, BEFORE FWP09 INSTALLATION OF THE BUCKIRECEPTOR. WINDOW UNIT SLOPE 0.3 in 112.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 0 1� SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in :12.0 in (0.8 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper �- 7/16" O.S.B. sheathing ' Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/7to 2" Above Roof Sheathing 410. el Note: The building paper and metal lath must be installed over the top of the weep screed. 1 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper sheathing Keep top edge of weep screed 2" below top of block - Vulcum caulk bottom joint only - Metal Flashing 3-1/2" Unperforated nge 7/8" Weep Screed 1/2" Cementhlous Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish Block 2 1/2" Perforated a" Flange 1/2" Weep Screed Install bottom Slab edge of weep screed 1" below 7 finish floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE QP, �tA S E , w G tJO 9T ro OF [limp .eaO j, :. pV '� of 'slog 14aa,�` I� A s ccc ii € ` u5 6C F w 00 gillE3� ac go c Pll Lo m ii i mm"$° a ui ¢ sF ;M.6t m�a z CY¢O aDpag>AJI-s'NI ILz= o V cJ s w�nv.rDsavc.coN ❑ ❑ O - - O f z Z $ z : IQ a -� Z ry tno1 0 W m - LL fG (� W D o W LNi1 =gym M M G WcrE W M V _ pp -of p� k �C W Vy ©Q Q.N OWI �W 6RIDA CONTRACTORS UCENSE NO. CRC13301M 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUOIE Job Information: Z c o � r `H to � W N E ct M / 4)\ m o- (1) U(N Lo M N d KIP ® W :De umi m 0 Li r Model Name / Number: 1512 r Plan Issue Date: Thursday, February 18, 2021 r KA PROJECT NUMBER: 21-1770 Sheet: Of: WATER PROOF DETAILS 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL hi►. T a E �C7 LI I DiNft, 10x6 1wcd 14x8 1wcd 125 160 k.-L I 5" bath duct to roof or wall cap 18x18 rag w/ standard 70 GREAT ROM cfm bath fan -light " ! 8„ 6 14x8 1wcd 8x4110wcd 235 6" 4 8x rq9 18x18 fbrag 10x6 1 wcd , u / 6" 115 55 5" bath < duct 101- , to roof or wall cap w/, standard 70 cfm bath fan 4 4 6 45 8x4 1wcd 8x4 1wcd_ 10x6 1wcd -_ 10 I �+ I�� 55 10x10 rag „ duct 4 dryer » <. Y III 5 bath duct to roof cap w/dryer vent box o roof or wall 'c a p wl standard 701' 4 8„ 20 cfm bath fan 8x4 1wcd ------------------ x12 g 7„ 9° - ---- -- 1 12x12 rag 2.5 TON W/5KW 0240V 1 PH - 18x10 plen- scale :1 j4"=1'0 z_i j $j 10x6 1wcd platform by 115 bidr NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE RCOMS, Transfer ducts/grills sized in compliance with Florida Residential Building Code-M16024 balanced return air. EXCEPTIONS 1-3 v 0 N Q s � s m 0 LU LU th a 0 CIE EIS FOR COMPL` -71E CC W V)z W O = w Q Q O Cv FILE I Q N m Z O L N O 1 �- N m w .. a_ z Z ® LLJ Q F- m Q J O D Q af m EL I in Q 0 Rating Musthave a minimum clearance of 4 in0es around the eir handler per the State Energy code. All duct has an r=6 insulation value.