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HomeMy WebLinkAboutBuilding PlanTERMITE SPECIFICATIONS: STRUCTURAL NOTES: I10111*X17A17:?_11111I►[0111 R318,1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT,A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1053, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY. APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL. SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT, FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SEURADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281. AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • A FLOOR ASSEMBLY OF WOOD -FRAME ME WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FL R CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 300E FSI ,COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25' LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 'F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014. WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE, 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, ILE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS, IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA- SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA76. REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPO RTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURALPLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/ OR BRIDGING AS REQUIRED FOR ERECTION AN FOR THE PERMANENT' STRUCTURE. EACH SUBMITTAL SIGNED / Q D B ITTAL SHALL BE AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. I UPLIFT CONNECTORS I 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 7017, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL1360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) _ TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 PS WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT c 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s 0 50 (+) 24.8 (+) 24.8 (D (-) 27.1 (-) 31.1 0 (+) 23.4 (+) 23.4 100 (-) 25.7 0 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7' 0" 16'-0" 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 BEIN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SPE-CIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING. ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. SEE FLOOR PLAN FOR ACTUAL PRESSURES CARE AND MAINTENANCE YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER/HOMEOWNER ARE NECESSARY FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BE TAKEN TO CHECK WINDOWS AND DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3- 5 YEARS TO PROTECT THE COATINGS. THE DESIGNER AND ENGINEER OF RECORD ARE NOT RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER MAINTENANCE. SHT NO.I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS 71lmoulLy/mIL FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the intent of Designer/Englneer listed in the tltleblock of these ADHESIVE BINDER FOLLOWING D R ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN, documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear Information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTEDREBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not UIOR TO BOND BEAM HE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY D CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance the TO FOOTING). 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 information found in these documents. Any questions regarding the re 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) iA"x 2'4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should directed MASONRY AND (7}1od NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LES (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE AssuranceManager kc immediately. k 'I Immediate o ba c a es w l n will c h I be co sidered Y rg a considered MISSED I ED CONTRACTOR TO INSTALL 2 SIMPSON HGAM10 W 4 1 " x DS S 4 1 1 2 S CREWS AND 5 1 4" x 2 1 4" TITENS ONE EACH SIDE USS. () / () / / () / / E EOFTR TO PROTECT WITHOUT LIMITATION, I CONSTRUCTION I MATERIALS, OR N THE RESIDENCE, CONS SITE, NIA EQUIPMENT, FROM MOIST LIRE MOLD FUNGUS FIRE THEFT VANDALISM, TRESPASS, Q AL RESPA S OR ANY OTHER tb for reimbursement by the Designer/Engneer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. MISSED, CONTACT THE FOR FOR SUBSTITUTION. Payments will be made In accordance to the terms of the agreement 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 3C�00 CULT: REEZE P�aRI�1�1;�\Y CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Of Northwest Florida® GUFF: �E ZE. FLOf'�ID!� 3?��• 3 ►�[iTi7 �► � : i� . l,wec u^naec FLORIDA CONTRACTORS LICENSE NO. I CRC13301 46 I3000 GULFBREEZE PARKWAY GULFBREEZE FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 0 w z 0) N0 M a 3 d m 3 chi C'I a �° J W= � L J 02 U) (n I ♦ I Model Name / Number: 2508 ♦ I Plan Issue Date: Monday, December 13, 2021 ♦ KA PROJECT NUMBER: 21-10558 Sheet: mow® 1 COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP410 BW1 16. (2)16d TOENAILS (2) led TOENAILS SPF NO UPLIFT 8W2 16" SP2 W/ (6)-10d SP1 W/ (6}10tl SPF 402 STUD, (6)10d PLATE STUD, (4)10d PLATE FBW3 is, (2) SP2 W/ (a) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, 4 10d PLATE BW4 16" (2) 16d TOENAILS (2) led TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (6)-1Gd 16" STUD, 6 1W PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6) SOd SPl W/ M-1Od BW6 16" STUD 6 10d PLATE STUD, 4 10d PLATE SYP 878 BW7 12" (2) l6d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6}10d SPl W/ (6}10d 13W8 12" STUD, (5) 1.Od PLATE STUD, (4) 1Dd PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6).10d BW9 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12' (2)16d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (6}10d SP1 W/ (6}10d BW11 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 585 (2) SP2 W/ Is) 10d SP1 W/ (, )-SOd BW12 12" STUD, (6) 10d PLATE STUD, 4 10d PLATE SYP 1170 BW13 NOT USED OUBIE 2x TOP PLATE TOP OF WALL ,{,., SEE PLAN MASONRY WALL OR ICIF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/93 FOR CONNECTION INFO IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EC MS03/SS FOR NO UPLIFT CONNECTORS ERG 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 T PER PLAN / TALLER THEN 8'-0' SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2X P.T. W/ 1/2" A.8 @ 32 0-C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN.. `- REQUIRES MIN ALT., SIMPSON 1/2" TITEN HD p 32" O.C. 7/16" OSS PLYW'C SAME EMBEDMENT BRG. WALL DETAIL W/SENAILS EDGE. IN REND AND EDGE. SW/ EE G GENERAL GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME N4 STUDS USED UNC 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3, CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPB CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'BW" IS INDICATE[) ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3A OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO RY PR E T ONLV FIRST POOR CONNECTIONS. (NOTE: THIS IS OJ C ) REQUIRES fi, IF "SW" la INDICATED THE WALL IS CONSIDERED A SHDARWALL AND(i)SAESMIN, D A S EA NAILS A T 4"D.C.N FIELD AND EDGE TO 1 510E OF WALL PLYWOOD 1 I 7/16" OSSEXTERIOR T. ALL 2%EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE $ / EAT S SECTIONS FOR STUD SPACING AND GRADE SEE PLAN AND WALLS E ACT AS 5 ALL a W4 DW7 BWIO THESE WALLS ARE ONLY 8, ITTHE BEARING WALL IS INDICATED WITH THE BEARING HAVE U THE STAB ARE TOE TO THE SUPPORTING THE FLOOR LOAD AND NOT HAVE TA HARD NAILS) AN PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEOl1LE. 9. SPBLSP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LDAD. 10tk 0.14B" DW. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 X 4 #2 SPF (4) - led TOENAILS 0 DT72Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4- X 11/2" 2145 SDS SCREWS C3 Efl (3) 2 x 4 SYP #1 OR (4) - l6d TOENAILS O DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR" & (e)1/4" % 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR-* U = 6666655 SYP POST & 112) -16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR* * G - 12000 C6 SYP POST & (12) -16d NAILS U - 2300 8x 8 P.T. 42 ABU68 W/ (2)-.5/8" ATR** G = 24335 C7 SYP POST & (18) - led NAILS U = 2320 CB 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HOU5-SDS2.5 W/ (14) 1/4. x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HDU5SDS2.5 W/ (14) 1/4" X C9 1.8E Fb=2400 PSI 21/2' SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF FXT. ANCHOR, OR ATR*- C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 21/2" SOS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI H DU&SD82.5 W/ (20) 1/4' x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EAT.) ANCHOR, OR ATR--* 7 x 7 P.L. HDU&SDS2.5 W/ (20) 1/4" x flANIZED 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8" EPDXY 7870 WOLM91Cd2 IF EXT.) ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 LIND ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6- EMBEDMENT FOR 5/8ATR a- EMBEDMENT FOR 7/8" ATR S. IF [01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LBE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA: LENGTH NAIL SPACING 8d 0.131" X 2'k" 0.131" X 2'A" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS l0d OR 12d 0,148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 V"" 0.131" X 3 A" NAILS & TOP PLATE 12d 0.148" X 3 Y*" 0.131' X 31A- W O.C-(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8'4.C.(COMMON) STUD PACK 6" O.C.(GUN NAIL COLUMNS 16d 0.162" X 3 1h" 0,131- X 3 A" 12) 160(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS B 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 X 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 058 PITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM 4� BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12tl NAILS a U2. 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) M OSB PITCH PLATE, NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (21 SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O,C. TYP EACH SIDE COL U MID, ON ROOF PLAN. (2) - 1 3/4" x 11114" LVL CONNECTION: PROVIDE (2) 2.0E Rx=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.D. ON ROOF PLAN. EACH SIDE. x 11 7'/8" LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 16" D.C. TYP. OR (2) SIMPSON HETAl6 TO CMU r(2)-13/4" EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16' LVL 2CE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON RTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETAl6 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES t. VERIFY WITH FLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE 45 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 1/2" FLITCH PLATE THIS SHEETWI 9 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 / 1 E W /2 FLITCH PLAT THIS SHEET O(2)-2X12#2SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET HS (2) - 1 3/4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 114" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WDSCREWS @ 16" O.C. TYP. EACH SIDE H6 (2)-1314"X91/4 ATTACH TOGETHER WI(3)ROWS 1/4"X 31/2' LVL 2.OE Fb=2600 PSI SDS WD SCREWS @ 16- O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS 8 STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0' - 3 -11" (1) (2) (1) (2) 4,-0, 9._O„ (2) 13) (2) (2) 10 0" 16'-01, 3 O 4 O 3 O 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 124 COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. v N N BIBS '-4" V 25 SH 101 EGRESS BE 81 ROOM 41 CI G eNi I a 0 8,-0T to to�.T. N 0: w S N N N N � r w B ROM Q 8'-0' CLG m -H ' 11'-4" 2-2668 OR N R/SH r BW2 C2 13'-0" FIBERGLASS TUB / SHOWER BW1 UNIT , 2668 I TUB / _ _ _ 16- PRECAST ABOVE LANAI S'-0" CLG TEMP. ?vs 0 N �/A 9„ O �F� O a BREAKFAST; 10'-0" CLG 2868 1� FLR 36" FLAT BAR LINE O P ON 34'•Fz" "ALL 3'-7„ 3'-11" 3- 12' 8" 0 , rl FAMILY ROOM KITCHEN I I o 10'-0" CLG 10'-0" CLG ' I J O 0 a �p a0 tD vSvJ� , 4/0 OP'GMEE Ih N 8'-0" CLG FLR W r I - J LINE DROP r r 10"42" CLG " _SO_F�FITR/A _______ d0 a N3'-8"' 1 ING 10'-0" CLG 1 a 11 ;w 1 1` Iaol8'-0" CLG 2868 UTILIT I L MI I 3 0, I MS03 /�� 2 68 51 BW2 CH1>9 ( C) ATTIC ACCESS LOCATE IN FIELD SEE ENERGY FORM ` 22" X 36" MIN iFOR WALL INSULATION REQUIREMENTS 3 CAR GARAGE 8'-0" CLG G.T. ' �- G.T. i r i r i r i i r i r r r G.T. l i O 812 G S-2 OS22 8 X 7 OVERHEAD 16 X 7 OVERHEAD ri 26 SH ro IMA MS BW2 ATTIC ACCESS LOCATE IN FIELD 22" X 36" MIN O DBL 25 SH 14'-0" N EIR'S BE 1 8'-0" CLG O b 1--1 V M �i I� y/ Fi 61 7'-11" 0 10" COL FLRG LINE I_.. ..... ®I f10"x12" r SOFFIT FOYER Z ' :3 10'-0" CLG LD r MS03 S-1 , 13X5 n O I F.G. SHWR 5-SH I 0 BW3 3' 8" I C8 5'-4" 4'-10" I IZ lo0 I; Imo° I r LIVING ROOM VF39 I� INVERTED HIP TO 10' I S"3 > I O Z cJ MS03 ti I S1 \ S 32 068 EA SIDE OF ENTRY 3" X 10" CORNER \ S01 \ S-2 \ EGRESS (2) - 1 " SIDELITES TRANSOM ABV. PROJECTIC NS \ ' O^ C MET. T'HLD @ALL LOC S , \ TRANS.ABV SEE ELI . WF21 SHOWN I O \ \ S-3 , BMENTRY DI 25 SH 10'CLG 10' 4" 14'-4" FLOOR PLAN SCALE: 1/4" = V-O" ELEVATION "Air & "B" 1:11c1;1 C4 N 0 C J 00 rl Q N 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.5 / -37.0 © +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27,1 O +24.8 / -31.1 O+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 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-W 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 a the separation is a floor -ceiling assembly, the structure supporting the separation shall also g protected by not less than 1/2 inch (12.7mm) A gypsum board or equivalent. o 4 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 a than 72 Inches above the finished grade or other surface $ below on the exterior of the building, the operable window x shall comply with one of the following [3 listed methods]- 5. R308.4.2 All windows within 2'-0" of doors and in P w shower of lub areas will be safety tempered glass. ore entries and covered porches o 6. Ceiling f exterior ant es po s t 'm Q have 7/16". Span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for subst)tution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502.4.5.1 through M1502.4.5.3 9. Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS LIVING 2523 S.F. TOTAL LIVING (AC) 2523 S.F. GARAGE 620 S.F. COVERED ENTRY (BASE) 63 S.F. COVERED PATIO/LANAI 20051. TOTAL AREA UNDER ROOF 3q _ a% ro v o 1 Eli m N ERR. a (9 cc { cw VLD � @ J J E V @ 8; iTl�meS a .c 3 2 P w �n 'n �- £ T ms � o `o m1 m 9` Fa om @ IS a O '1'x ISU y VAMFOSENG.COM El [1 ❑ z Z o g Z N O QNQ yQ a .-i Z N Ur) ro O N c' t/) m U J U E W U C) O r N / Q H` O i Ha ,- / A�DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: ct 0 -j z m 1-H C Lr) W d�7 YO fi 7 4) L�m MM N U a- Z H 00 N 1 -1W DO DO ° 0 00 U) U) Model Name / Number: 2508 Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 21-10558 Sheet: /� Of, el L FLOOR PLAN C/0 2" VTR TUB W.C. LAV. LAV. 3" GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX. OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 6 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB, HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN, 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/81' SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4' STEPDOWN TO SIDEWALKFROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1.557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs F1.0 1' 0" X CONT. 1'0" 2 #5 E.W. BOT, 2000 F2.0 2'-0" X 2'-0• 1'-0" 3 #5 E.W. SGT. 7200 F2.5 Te- X 2'6" 1' 0° 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #6 E.W. BOT. 15600 F3.5 3'6" X 3'6" 1'-0" 4 #5 E.W. BOT. 21500 T4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. GOT. 2800D F4.5 4'6" X 4'6" 1'A" 5 #5 E.W. 30T. 34500 F5.0 514)" X 5'-0" V-4" 5 #5 E.W. BOT. 42500 F60 6'-0" X 61D" 1'4" 7 #5 E.W. BOT. 81500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 2" VTR I� LAV. LAV. C/0 LJ SHWR. D.W. SINK 2" VTR 3'I TUB L-i .C. 2" V I H JIL 4",,/ 3" I L.T. TO SAN. LAV. WASH. SEWER W.C. 6 PLUMBING RISER NTS 0 N ■I n N ■ ■ I I ■ ■ _______________________ ____ _ ____ ___ _________________ ____________ _________N ________,_r ____ �____, ° I I4" �glgg TUB/SHWR ; , , :-a F3.0 PATIO SLAB 'W/8"X8"THK'N FM01 i FM01 ,�--------- , 1. , ti ; V 3.1 >: rn .-------------, ' d l in 3.1 EDGE , , 4 7 ;W��` 2'_B„ 16'_7" oD , q ' m I o , ;°11 -11 LAV 4" STEPDOWN .. , -------' I r r �� °=PC n ryfY I LAV .Jj 1 Q\� 1 40 / o S Q/ Q\ q , FM01 ♦C Y SINKop 0 , a 12'-9" N 4'-1" 30'-4" 8'-7" 2'-1a" I ■ , , i I ' 1 W -- - ---, - -- ----4- (o i r0_0_,_ DI ro_g_o_11 DI Ir fr a ■ v 1 ' LAV LAV , I ' ' IF 1 1 , 1 I i FM01 4'-8" V-6" h 3.1 0 ' LAV �.� HVAC Q o ■ , r'171 FM10 r - - - - _ _ _ r admix W/C 3.1 lr - - - -3X5 ,I - N II 'ol L J F.G. I SHWR li L ' _ l J - 2X8_'NALL - -�- -- �- - - - ■ ' PROVIDE CHASE ' FOR HVAC UNIT iiili iii ' I I I W/C ' -'. -� , - ----------+ I PRIMARY A/C LOC. ii I F3.0 ' AS PERMITTED BY i C4 _ _ - 'r' - - J, LOC. ORDINANCE iiii 3I IDRYER I7-0Fr;, T i USHWR :T-13/ o,>Iii iiii �� -_- 13'-10" ' -_-_=------ WASd: , FM01 ' __ _ IL,____'_ __ __--- _------- , 3.1 40STEPDOWN is ---' --------------- -----------' ■ :H ■ 3.1 I u ■ l IF ■ ■ ■ 4" STEPDOWN ■ F3.0 7�O" 2 7- O to ______________________________io to FM25'-4"3'4r oz I FM02 F2.5 3.1 , I 3.1 FM03 F2.5 3'-8" 7,-0" 31-8" J. - SEE NOTE 6 ---�-- —-- —Q ------, 3.1 Ell- , --------- to 1 Q w ' 10'-8" 12'4" ' Z 1 w I , N , HOSE i BIBB I 1 4 FM09 FMO9 ' ^ ^ , ' 3.1 13.1 , 1 ------------------ ----------------- 1 ------ '_4" 01 I EOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "AI' & "B" 26 U1 ■ N00 g 5° w ~ � o J .N mbi ii ii 1' $ s�ow- VNma mmatl5 � 5Nw � L z�gNa r1' K a µ...,>8 W O $ '�^. $W� QI ry W o m J 6 f, IN g �€ y,, Z V d ¢ ¢ a k &BB9 0 0" � w o yF 2 as m V N e€g I- 'IWM1jY.FOSENG.COM ❑ ❑ ❑ Lo Z — Z o o 10 Q N QNQ " Q a — z^ In ., LL dw VJ c V) y V — N E m el`\ � x o `r r.<., c to V o I Q710 N o /Id I RAMC YAN ffa FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: rro w O C o 0) 't m :r Y Z 3. N a — p,JLLJZD GO o _..I 00 U) (1) w ` ♦ MGdel Name / Number: Plan Issue Date: Monday, December 13, 2021 ♦ M PROJECT NUMBER: 21-10558 Sheet: 3 Of, UNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. STEM WALL OPTION IS TO BE USED. REINF. CURB FOR f 1 1 F.F. f IES GRADE SEE PLAN MASONRY @ ELEV. 0'-0" — - — W/ (1) - #5 BAR @ONT. �' m v F I N2 STORY: 20" X 20REINF, W/(3)-#5 CONT. 16"(2) #5SEE PLAN: * : ''' % ' REBAR 16 (2) # 5 REBAR BEARING FMO1 SINGLE STORY FTG 1/2" =1'-0" FM02 I SECTION @ GARAGE 1/2" =1'-0" REINF. SEE PLAN 1) #5 REBAR FM03 I THICKENED EDGE 11/2"=1'-O" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR FIN. FLR. I *. ALIGN DRIVE W/ BOTTOM OF , - RECESS & PITCH DRIVE oN�' `_ - 2 STORY: 20" X 20" 4" GONG. DRIVE W/ 1/2" EXP W/ (3) - #5 CDNT. 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) cc rL.r+rv� x -- N I 4" 16' 4" REBAR 2x BRG. WALL (SEE FLOOR PLAN FOR MORE INFORMATION)- �4 16" 1 2 STORY: 20.. X 20" W/ (3) - #5 CONT. INTERIOR BRIG WALL xv aTvv A3a„r X a j aE°< sraaaaea+' —(2) #5 REBAR 1/2" = 1'-O" FM11 I STEP DOWN BRG. 1 1/2"=1'-0" =1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" ,aJ SEE PLAN ELEV. 0'-0" WITH CURB O y TYP. SEC. (1) #5 BAR CONT. F 8" ,I (G.C. VERIFY) oo rj F.F. REINF. �)p • ■ . (SEE PLAN) d 2 #5 CONT. INSTALL LINING i *� ; w 2 #5 BENT BARS W/ MATERIALS PER y y MIN. 25" LAP SPLICE FBC R P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN MIN. ,- #5 CONT. FM14 I SECTION 0 RECESS SHOWER 1/z"=r-o" FM18 TYP. STEP FTG, DETAIL 1/2"=r-0" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY ro __- #5X25"X25"„- ' CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. N - (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FIVI19 TYP. CORNER BAR DETAIL 1-1/2"=r-0" FM23 TYP. FND PENETRATION 1/2"=1 -0' STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61$" >2'-0"-3'4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4'-0" - 5'4" 16" 18" 48" 48" & #5 @ 18" A.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTFC- 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM a SPACING STATED IN SCHEDULE SEE CHART ABV. -MAX. F.C. " 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING (O.C.) A u ,� WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND W.W.M. TO BE TIED TO #5 '\--vERT. F.C. ABv. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO REBAR #6 (1)1) #5 HORIZ CONT. TIED TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EA. VERTICAL REINF. OAR -SEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR @ STEM #9 CONSTRUCTION FOR MORE INFORMATION WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0"° HORIZ. CONT. TIED TO .< `� , " FILLING IS TAKING PLACE EA V EA. VERTICAL REINF. B "1a 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" RN GRADE MIN �� v O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" To TOP OF TALL (TYPI@AL ALL CORNERS) STRIP FrG. T; ny. +,+:, e o.C. 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS COMPACTED CLEAN RLL? 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. IN MAX 12" LIFTS +.`s'+j _ : 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG. W/ QTY OF 3"MIN. COVER d -SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF. PER SCHEDULE b WHERE APPLICABLE, TH E DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) SECTIONS 4403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR ISHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL w w to w UO m ^ 4H o h z ����'� aim. ■m'�'o8 a' ' mom u Y ui m psg B.59a a z 30 `�� e: ■mSmA m o r m �nz ¢ Q 2 c d En Ei i= 5 C W WI.FDSEAG.COM 0 11 0 z z o z n QN aN Q C4 —m z ^ � N UI m y l0 w y� / V)Ln � m U — cmv E w 01 x ohm c D 7�te o0 ® r%AMC LYAMCC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE FvT Job Information: O O W c O C O � \ m m a `y 3 � I M U F- � 0 a — OJLLI o Jm(f)W VI Model Name / Number: 2508 VI Plan Issue Date: Monday, December 13, 2021 ® I KA PROJECT NUMBER: 21-10558 Sheet: /+ w ��iC■1 Of: FMASW I STEM WALL SCHEDULE gill C FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2 508 X 3 = 7524 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 36,524 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 26,524 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" _ 00 x 26,524) =10,610 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 200 AMP PANEL PROVIDED I T I�f " a: ELECTRICAL GFIT w PANEL 0 42" \ NOTE: LOCATION METER AND PANEL BOX u /� , WP w LDER. IF NO GARAGE SEVICE TO BE BY BUILDER. ' GFI DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. ATTIC ELECTRIC , I /'. IF REQ'D BY CODE \ GFI -------------- - -- ------ 0 42" Y\ COACH LIGHT T -- — GFI / GFI FOR GARAGE NOTE: ' DOOR OPENER KEEP COACH UTES OUT FOR GARAGE OF BANDING, QUOINS, AND / DOOR OPENER -------------------- ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION FOR TRIM. HOSE BIBB Ca 42" , -COACH LIGHT COACH LIGHT - - _ _ _ _ -- - COACH LIGHT I — — — — <b INSTALL FAN x BOX PREWIRE \ LIGHT BIBB ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & "B" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 35" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n11 0 TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 6 110 VOLT SPLIT SWITCHED OUTLET (� GROUND FAULT INTERRUPT y W ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L-= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WP WATER PROOF T@ RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT E200 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 #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' 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. 00 I!7 W I� om?i5.., ta�Nwg W W ` prF a M ui 2 Y o85w _i:��h d W 3 'L o tje `"jvma ad k m�u2.y" r' a WVNJ.R)SEWG.COM ❑ ❑ ❑ z z o — o � z n a °J ^j a / z .ti n 4-d � w � oY w c CM, Q N ® RARJIC YAM@C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE FvT Job Information: O Z m ei W O C O 0) / m m a Y N M Z F U W N 0 0J C00O 00 O u. 'L'LLJ J M V I^ V / P� VI Model Name / Number: 2508 ♦ Plan Issue Date: Monday, December 13, 2021 ♦ KA PROJECT NUMBER: 21-10558 Sheet: 4 Of: _F, ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net se Inches of venting needed equally for Intake and exhaust I TOP OF BLOCK F W' W HEAD HOT 0 aD � io RN _FUR_ _ OF BLOCK 14 FIN_FLR. _ _ LITE TEXTURED CEMENTRIOUS COATING DBL 25 SH I � SILL DETAIL DBL 3050 SH J 0 F ea' OF: R VGE VENT 48" OFF RIDGE VENT 48" OFF RIDGE VENT 2650 SH LITE TEXTURED CEMENTITIOUS COATING RIGHT ELEVATION IIB" SCALE: 3/16" =1'-0" 6 2650 SH LITE TEXTURED CEMENTITIOUS COATING OP OF BLOCK V'DOW HEAD H e FIN. FILE. TOP OF BLOCK 0 ro RN. FUR_ - Ll 25 SH REAR ELEVATION SCALE: 1/4" =1'-O" 4E' DRRIDGEVE LITE TEXTURED CEMENTITIOUS COATING TOP OF BLOCH N'DOW HEAD Ij,GT R 00 00 FIN. FLR. 12 6 48'OWRIDGEVENI Soffit product provides 4.12 net sq in/sf Ridge vent provides 18.00 net sq in/If off ridge vent provides 138.00 net sq in / sf overhang distance 1.33 ft SA of Area to be vented (SF) ,T;i': �; ,., ' s.f, Total needed forexhaust for upperl/3 817:netsginches: Total needed for intake (soffit area, lower) 817 netsq inchesr Number of Off Ridge Vents for upper 1/3 needed 6 ' LF, of Ridge Vent needed (Can be used In combo with ORV) 45 Lineal Feet of Soffit needed to meet required Lineal S.F. provided by plan wR 48. OR RIDGE VEM LEFT ELEVATION "B" SCALE 3/16" -1'-0" CEMENTITIvvarnvlan) iv InMINawln tlrr.f FIXED GLASS ABV TOP OF BLOCK W DOW HEAD GT a w � iD FIN. FLR. 21m--C m .5 0 ra D- ES p(J' �i7JM0-$U52-Gall ems K 2'9.ISEm T�1Z a 5 W U J a-6 `,WWW.FDSENG.COM 0 z_ o z R O -- z z ' ) � <n t1 1 J � w -6 W C i ' .f0 ucm W � c i 00 > �� x �r N d I IJILI OD ©Q ¢ vdm am r1A MC Yf1M V= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: I..V O 6 Z °) c w �o m a- 3 3 a Z �--' te♦� S U M N a 0 J W T 00 o LL J m (/)C/) Model Name / Number: VI Plan issue Date: Monday, December 13, 2021 VI KA PROJECT NUMBER: 21-10558 FRONT ELEVNI-ION "B" SCALE: 1/4" =1'-O" I Sheet: Of: I ELEVATIONS - B SEE DEI FOR WIND < 155/C M G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F SHEATHING SEE"HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX . TB03 FOR WIND SPEEDS < 156/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS IPEEDS ]H )VIDE 0 COMPLY :OMENDATIONS ATING OF DETAI L W EQ. Q b a Q O Q a EQ. "X" DETAIL BRACE T1301 SEE CONTINUOUS BRACING 2 X4 BOTTOM MIN, SEE CHORD DETAIL T604— _ O c4 < .— BOTTOM CHORD GABLE END BRACING @--/ LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 11 SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) ""T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT S 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF>20 TO 45 DEG. IND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (So FEET) a=4n —T i/�jeE O T AREA ROOF 2n 2r 3 3e 3ra J]�2e -51.06 -51.06 10 GABLE -37.00 -37.00 -58.99 -58.99 -58.99 .76.03 - ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ® T ZONE 3, 3e, 3r ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O 0 SHINGLE: lam" EXP. 1 (4fl2a) TILE: l23z' EXP. 1(ry°20) NOTE, 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3g" x 0.113") NAILS 3r 3r 2, WHERE THE SHEATHING THICKNESS IS GREATER THAN '�S2", SHEATHING SHALL BE FASTENED /I a4 �0 WITH ASTM F1667 RSRS-03 10d (2Yi' x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:121 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM V SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 38". O MAIL AT BASE 2 ROWS 04"D.C. w/Bd COMMON NAIL. NAIL AT TOP PLATE TWO ROWS @4"O.C. .1 go COMMON NAIL. © NAIL OPENING PERIMETER W/(2)ROWS @4" OC. WI N COMMON NAIL. O MAIL INTERIOR AT 8"O.C. W/Bd COMMON NAIL, E STAGGER ALL VERTICAL JOINTS B NAIL @4"O.C. w/8d COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER wl Ed COMMON NAILS @ e O.C. (2) ROWS @ TOP & BOTT. © (2)ad NAILS @3"O.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. © FLOOR SHEATHING Y"" PLYWOOD DECKING GLUED AN NAILED w/Bd COMMON NAI LS AT G"O.C. AT EDGES OVERDRIVE NAILS: FASTNERS SHALL NOT PENETRATE SURFACE MORE THEN 1/8". � (CY .. 15/32" OSB — EXPOSUREI SHEATHING PROVIDE BLOCKING II iI AS REQUIRED PER BECTON KxIF NOT FULL HEIGHT SHEET - /y ©7 FLOOR SYSTEM NOTE: Bd NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2IQ- DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN I," (2)- 2x TOP PLATE BEYOND 15112" OSB EXPOSURE T /_SHEATHING II II II II II SOUD2x BLOCKING III III II II II wo @ALL SHEATHING U1W III II EDGES x y N pl 111 II II III I I 1 I I I (SEE SECTION X-X) p F 111 ❑I III C III II II III II II III II D it II I I I I N �? III III OPENING III II II II JL___IL— II I L--- —1 ---I ___ It III _—_ 1 II it II II &LLD, II III III C III II X II it JL___ D- w III-- a—II---II---1 1I1 II E II III IN III IN — ---- — I II IIII III II II II II II I II F STUDS BEYOND. 2x W 8 I11 I I 1 111 II 11 SEE PLAN h IIII I I II IIII II II II I N IIII I I II IIII II II II II II I 1 o IIII IIII II IIII II II IIII 11 II 11 03 IIII IIII I II I II II 11 II II 0II IH1 11 a 11n n11 Ellu n 1 ALLSHEATHING A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 318° 3/4- SINGLE NAIL EDGE SPACIN03 "S.. = NA SPACIN 1/2" DOUBLE NAIL EDGE SPACING p 2wW N ¢wS¢ D �.rd 2 V(GE,01 LL _ 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI (4) Ed NAILS SECTION X-X 3" O.C. TB13 I WALL AND ROOF SHEAI•HING INSTALLATION AND NAILING SCHEDULES N.T.S CONNECTOR SCHEDULE FOR: ADAMS HOMES - Model 2508 3CF 5 TRUSS ID BEARING POINT TRUSSACTUAL CONNECTORID CONNECTOR UPLIFT DESIGN FASTENERS NOTES UPLIFT --RATING Cl CS, CSV- CSV, E7, E7V, Hl, H7, L/R 3499or less 'HETA16/PER TRUSS MFR -1810# (9)10x31/2 H7V M02 SO4,EIP,HSP L/R 495-#orless H10A/PER TRUSS MFR -1040# "(18)Lod x 1-1/2' (9)10d x 1-1/2 801, 802, B09 B12 L/R 711#or less HErA16/HETA16 =" IB10#/1810# ` 9 10d x 1-1/2 (9 10d x1-1/2 All L/R 1018#or less HETA16/HTS20 18109/1310# 24) Lod x.1-1 2' (9)10dx 1-1/2 Al2-A16, 803 L/R 1023#or less HETA16/H10A . 18104/1040# 18 .10d x 1-12' 118)10dx 1-1/2 >D02-D04 L/:R 596'#orless H10A/N10A 1040#/1040# 18 led x 1-1/2".__ 813 L/CONY. 420PLEor less HETA16 NAILS 1810#/462PLF (9) 10d x 1 -1/2' ' SEE.DETAIL GE01/$-4 @CONE 16d@4 O.0 A17 L/Rr. -2052#or less (2)HETA16 /12)HTS20 2365#/2620# (20)106x 1-1/2" -(481 IOd x 1-1/2" :. (9) 10d x 1-1/2" A01, A01A:A01B, A06-A08 L/M/R 1275#or less HETA16/HT520/HETA16: 1810#/1310#/. 1810# L, (24)10dx 1-1/2 9 10d x 1-1/2' L (9) 10d x11/2 A02-ADS, A10 L/M/.R -1147#or less HETA16 / HTS20 / FICA 1810#/1310#/1040# 124)I0d x 1.1/2' 18 10dx11.2" (24)16d A09 L/M/R 3082#or less (2)HETA16/(2)LG12/ 2365# / 3770# / 2365# 156)16d SINKERS (2)HETA76 24 16d: G02, PEI PBS CONT.. 264#or less PER TRUSS MFR A09 SUPPORT COLUMN M -3082 #or less HDUS-SDS25 5645# (14)1/4x21/2SDSWS4 8 MIN EMBED 5 8 COCKY Anchor or ATR (1)1/2 Wedge AOchor&(8) A17 SUPPORT COLUMN R : 2052#orless DTT27 2145#I 1 4" x 1-1/2" $DS Screws TRUSS MANUFACTURER PROBUILDIBFC DATEOFLAYOUT, DATE OF TRUSS CUT SHEETS'.- 4129/21 L= LEFT, R = RIGHT & M' MI DDLE BEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF 9YP CONNECTOR & FASTENERS SEE SYP O FRAME TO HEFAt6W{01UtlF ,,,OOR 1 810 HTAl6 w/(10)1Wx1 I&OR 158$ 1670 MASONRY HETA20WI(9)1Odxl1/2' HTA20w1(10)1Utlx 11, OFRAME TO FRAME 1125AWy(1018tl HAR9 533 886 RPAw/(10)BC NML9 616 685 FRAME TO I HIUAWLNnWXI 1? 101E 1040 RTlRAV07)IOd x 1 IQ' H95 1020 © FRAME H10A2WII8)INIX 1 W, AT 2 R YTRlIRRER . 1 . RTI6-2W116HOdxl 1Q"AT2P1YTRt19MS 93R ma0 O I FRAME TO MTS2 W414D0da 11Q'(AT EXTERIOR No Rod MTM12 W14)10d x 11Q'(A- EXTERIOR low (tee FRAME LOCATION INGLgBC(3) 12d TOENAILS) LOCATION INCLUDE (3) 1M TOENAILS OFRAME TO NOT W(M)l ad RAU AND MY A.T A. w/IZ' 3330 3965 MUGTYH W12M10.1 NgIL3 ANDM8" Ar R.w/ M30 4495 MASONRY EMDEOMEWT $tMPSON"9ET'E 0bn, 12'EM8DMENTw/SIVPSOIVMT'EPDXY FRAME TO HT620.1(240UX112'(ATEXTEPoOR HTl"20w1(3)10dxl'IT ATCNTER10 OF FRAME LOCATKINNc'1gnE(a)l2d TCENAl9 1125 1310 LOCATION INCLUDE 3)I2d TOF_NML6R 12&9 IBA FRAME TO (2)Hr320 wIN8)f0{Ix1 lQ`(AT ExiERIOR (21 NTW20 wl(48110cxt12'(AI EXTER�IOnR FRNJIE LOCATION NCLIbE(8)12tl TOENAILS 2260 2620 LOCATION INCLUDE (e)12tl R)ENAILS,�I 25]0 9060 HOT-2W/116)10d NAILS AND Q)M' AT.R.14�057�M HUG T2 W(16)10d NAILS AM (2) SM' ATE. G O FRAME TO MASONRY w/12"EMBEIXd&M W SIMPSON"SET`" w, IT EMBEDMENT wI SIMPSGAI 6 " 7020 9790 EPDXY (I *13 FOR 3RLYI EPDXY(HUGT3 FOR 3 PLY) TO FGTRW(IA)V4"xg'9D9 WOOD SCREWSRFU5 W(12) W83MODSCREWS AND JI00 OFRAME MA,MRY AND (2) lQ'xW TITEN HD ANCHOR BOLTS (4)310xG'WEOGEdOLT (1) LGT2 wl (10)' Q SIMORE O FRAME TO 3 (7) U4' x 2-IM'Tom To EN 2 0 MASONRY SEE NOTE 06 ©2 FRAME TO MASONRY/ cULCT2w1(X,WSINKERS A(141Q) IA" x 2 IN'TITEN((2 PLY TRUSS) Jd LUGT2 W(32) 1M SNKER98(10) 114"x3"WEDGE-BOTp PLY TRUSS) FRAME oR(16)1Gd SINKFRSFORFRWF(EA) .F OR(32)16d SINKERSPORFRAME(EA) MOD-F 3BOO.F Ma-F 4520E FRAME TO I'31 LDT3 "Y (29)1:4'x3'SOS SCREWS(2)LUGIr3 818138'xY'TREN M w/(24) W x 2 Ire WS2H 60REW6 PLV TRUSS)HIeOF MASONRY/ (2 PLY TRJ66) o, &(4)3M"x5'WBI2 OR Del IM SINKERS FOR FRHNE(EJU 7]t0-F BEAMTO HU4lUUF1HUC410w/(18)dTEN GA'4500 HU410 OFT HW1gFw1(a) 1M "x 4' GX3355 OL MASONRY I 114'434"A(10)101 NAILS UM600 WEDGFACI T&(10)IW NAILS I ME, MAMTO HU460PT HUCA6w/(a)1PI NAILS& gk1M0 G03WO HD46OPTHU46W(6)1WNAR,s U*3016 O MASONRY/ 02)114'x23M"TTER(TO MAS) Ubwa U#1135 (12)IW x2314-TAPCONS(TO MASJ U#1030 MOD U850 FRAME OR (12)16d & (r(f 10d (FOR FRAME) SYP-F SYP-M OR 02) lBd & (6)1M (FOR FAW E) SURF gYP-M ())RETA 0P0P N.O. ( 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS !SEAMS WR) 12d TOENAILS. 2. ALLTRUSS TO TRUSS CCNPECTIONSARE PROVIDED BYTRUSS MANUFACTURER. UN.O OV PLAN. 3. G.C. MAY USE Ell I IEH SIMPSCN ON UEPCONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALLOUT. 4. FOR SINGLE PLYTRUSSE3, SCAB ON FULL HEIGHT SYP#lZW'TDTRUM VERTICAL WSBW(2) ROWSOF lad NAILS@ 70.C, STAGGERED S. 12" NN.A.TA. ENBEDVENTMI CMN BOND BEAM LLN O. 6. SCAB TRUSS CHORD W4W2x3YR#2(MATCH CHORD LUMBER sQE)W Q2 FIRM lad M 4' FROM END& 4- O.C. STAGGERED: CENTER AT CONNECTOR LOCATION AS NLCH AS POSSIBLE. W MINMALGONNFUCRUNDONFRAV,INGPIAN L CONNECTION FOR ALL ROOFI FLOORTRUSSEETO MASONRYWALWILINTEL& ICE WALLS UNO ON PLAN 2. CONNECT IONAT 26"OR32"O.G PENDING VERTICAL$ FOR ALL FLOORTRUSSFg PARRIEI TO MASONRY WALLS ME DETAIL F012/93.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(OORFER JACIQ TO MASONRY WALLSYCF WALLS&INTELS 4. CONNECTION FOR ALL CONTUJaU9 RUM BOARD TO TOP OF MASONRYAT M" O.0 MA%. W(2) AT EACH CORNER. G.C. TO VERIFY LOCAL ON DOES NOI CONFLICT w/TJI(IF APPLICABLE) LAYOUT ICONFECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUSEAMS w1(2)12d TCNAILS OMINIMALCONPECTORUNOONFHAMINGPIAN 1�ECMON FOR JACKTRUSS TO WOOD WALL OR BEAM \o/ MINMALCONWOTORUNOONCRAMINGPIAN ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING -SEE [RSH) SCHEDULE THIS SHY. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT X-C" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) SEE [RSH] SCHEDULE THIS SHEET 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sell NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1.1 - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR Q.H. DIST D kMETAL(DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL - - - ALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENED - 2X BLOCKING NAILED PER NOTE 2 BELOW. - - TO TOP CHORD / EVERY OTHER TRUSS W (3) CONY 2 x 4 NAILED TO rii�12d NAILS, TYP. **) (***) BLOCKING w/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED PoR COMPONENT AND CLADDIN9 LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED 0 24" O.C. FASTEN TO CIVIL W/ 3/16"X3" TITEN 2 @ 16" O.C. (ALT. PAF 0.145/0.157 & Q.300 WASHER W/ MIN. 1" EMBEDMENT @ le- O.C. IF WOOD WALL, FASTEN WY/ 0,148"x3L.A" @ 16"0.0. 3. (F) CHANNEL APPLICATION: x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAION DETAILS (**) ALUMINUM SOFFITS> 11.4" BLOCKING REQUQI RED. (***) VINYL SOFFITS> 1'-0" SMALL HAVE —FOR S—OFFI�TSS < 1'-4" MI§ $LOCKING NOT RE UIRED MID BLOCKING PER R704.2.1 (TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" $ $ W xN4 000 N: g c l5 g c •�,Y`.. if1 00J W Do y 11 a OU w ko Na W N t V.E N„ __.. ❑ ❑ ❑ H°-' 'a ° WWW.R)SENG.COM fivft Z o Z N 4 'J J = a — w Ln z DO �I J w -o o Y O w i . _'_}WLn ix eal'. U -NE �- w W O \ = Q o m Qm ® nnRnc unM>ec FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: pll�bbbbbbbbb I..IMJ z a N 0 0>D C O 0) m a N 4 y N M m 3 C4 a� n 0 LL'.!� T 00 o LL /_��R.//•j� W V/) �Z) () V I Model Name / Number: 2508 Plan Issue Date: Monday, December 13, 2021 0 KA PROJECT NUMBER: 21-10558 Sheet: /E► Of: .EVE" ROOF PLAN B LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 14 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL ILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION GONG. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25- (ACI 530) FOR MORE INFO TOP OF SLAB MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W13000 P.S.I. CONIC. W/1. 45 REBAR CONT. SIMPSON $P4 W/(6) -10tl X 11/2 //`--SP6 OR SP8 FOR 2t6 AND 2168 WALLS TOP PLATE I STANDARD HOOKS SEE Ml FOR MORE INFO FILLED CELL W/3000 P.S.I. GONG. W/1 #5 REBAR VERT. r...c :JTYP. IOR BEARING WALLIOR SHEARWALLIOR FRAME WALL 8' C.M.U. -e `< 2"x 42 SYP/9'F P.T. W/ (3) 1/2" X 8' "J" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS / 2x BASE PLATE SEE PLAN FOR MORE INFO I MS03 N.T.S. I SIAC/IAImV /.AIJ AICl�TIlx AI r1CTAll 95 RENE. 20 BAR �#g OR #q RE#4 REIN FORCII:G �.> BAR 48 A #4 LAP SPLICE _.. f 25" MIN. LAP #5 STD.90° HOOK #S REINFORCING BAR pr IAP S►PS IfPI APS PI ICJ, R fJ(�F SCALE:1"=9'-0" 36 MIN. UP #6 REINFORCING * GRADE 40 U.N.O. #6 LAP SPLICE MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T B. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING - # ROWS 2 x 4 1/4" X 04" 12" O.C. 1 2 x 6 1/4" X 2U- 12" O.C. 2 2 x 6 1/4" X 2%" 12- D.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, 'PRECAST- --_ - - :LINTEL (2)2X P.T. SUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2X NAILER TO MASONRY W IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS111 2x BUCK DETAIL I N.T.S.I SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL -SEE LINTEL SHEET FOR SIZE OF LINTEL) �wq NEEDED FOR TRANSOM all yT `\\ TRANSOM OPENING ,t'-�.FRAME INFILL ,' AROUND WINDOW '*` *` _ BY BUILDER SEE WFOS FOR MORE INFO ** * * (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. USING (6) 3/16" DIA. X 1 3/W TAPCONS INTO MASONRY & (4)10d X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/10d STAGGERED @ 6" O.C. - F C. EACH SIDE SEE PLAN -OPENING MS07 I LINTELS AT ENTRY DOOR W/ TRANSOM N.T.S. SIMPSON SPYS TOP AND BCT. W/ 12 LOU NABS @ EACH STUD 2 x 4 SPF AT 16"O.C. — USP LSTA30 W/ 22,/100 NAILS H'r 11 B 2XB P.T. W/ IA"X3" TAPCONS @ 6" O.C. IN MASONRY OR IOd NAILS @ W O.C. IN WOOD. T SEE PUN FOR HEADER � REFERENCE DETAIL � 111 WF02 IF RADIUS I 1 / OPENING REQUIRED )II III TRANSOM OPENING I 1 ARCHED OR FLAT I II 2 z4SPFAT I 2-2x4 SPF III ' - i6' OII.CC= / SIL7LPLA-M I I 1 rt Li SIMPSON SPl W/ 8}10d NAILS @ BOT AND LISP SPf24 W/ 12-LOd NABS @ SILL , DOOR OPENING WFOS I LINTELS AT ENTRY DOOR w/TRANSOM 2-2x4 SDF TOP PLATE SIMPSON LSTA30 W/1I-10d TO PLATE & 11-10d TO COLUMN SIMPSON A34 W/ (8)-8d X 11/2 NABS @ TOP & BOTTOM OF HEADER 4x4 MIN. OR BUILT-UP ODLUMN EA. 2X4 NAILED W110d @ 8" O.C. SIMPSON MSTAM36 MAY BE USED W/ (8) 1/4'X21/4" TITENS & 10-10d NAILS, P.T. SILL PLATE W/ 92'M" ANCHOR BOLT @ 32" Or- @ BASE PLATE DOUBLE 2X4 W/ USP MR34 @ TOP & BOTTOM SIMPSON A34 W/ (8) Ed X 1112 NAILS OPTIONAL FRAMING TO BE 2X4 SFF UNLESS OTHERWISE NOTED. N.T.S. C LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: Adams Homes Model 2508 3CF B - 8'-0" Plate STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# FILF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-4° 1326 168 521 89 8F20 -1B / 1T (min.) ; 2 91-411 ' 2564 168 1474 89 8F20 - 1B / 1T (min.) 3 7'-6A1 8467 770 2827 367 8F28 - 16 / 1T 4 71-611 2661 1553 1624 772 8F16 - A / 1T 5 41-611 6113 168 27071 89 8F16 - 1B / 1T 6 131-211 ` 1428 146 607 785 8F16 - 1B / 1T 7 111-1011 1684 1553 1624 938 8F16 - 1B / 1T 8 F 47-611 6113 1547 2707 640 8F16 - 1B / 1T 0 0 0 O 'B R®AR >T TOP M.N. CU RC900 C SAR C.M.U. GR T Fm5AR AT 507TDM C OF LINTEL CAVIY soTror. RENPORCNG '18/a'AGTaaL PROVIDED NJ TEI- NmCl e) B" POMNAL WID-H TYPE DEbTGNATION r 5 i70M OP Po RIHAft AT BJTIOM CG _N'EL CANTY 81=1(0-1 /IT 1,01AL UID-H J J �OIIANTrtY O'.5 NOMN-'.IEICHT BAR AT TO MATERIALS 1. f'c precast Ilntels -3500 psi. 2. f'c prestressed Ilntels= BODO psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) Per ASTM C90 w/ minimum net area compressive strength = 1900 psi 5. Rebar previded in precast lintel per ASTM A615 GRGO. 6. Field rebar per ASTM A615 GR40 or GROG. Prestressing strand per ASTM A416 grade 270 law relaxation. 7. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. GENERAL NOTES i. Provide full mortar head and bed joints. 2. Shore filled Ilntels as required. 3. Installation of lintel must comply With the architectural and/or structural drawings. 4. Unieis are manufactured with 5-1/2" long notches a[ the ends to accommodate vertical cell minfoming and grouting. 6. All lintels meet or exceed L/360 vertical defection, except lintels 1T-4" an. longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added occur to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire sdrups are welded to the bottom steel for mechanical anchorage. S. Cast -In -place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based an rational design analysis per ACI 318 and ACI 530 10.Untal min. depths are called out on lintel plan. Ifcontractor Installs a deeper lintel than Indicated on the plan, doing this Increases the strength of the lintel and is approved without engineering letter. if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing, Exception: Safe loads for unfilled Ilntels must be reduced by 20% If training length Is less than 6.1/2". Safe loads for all recessed Ilntels based on 8" nominal boating. 2. N.R. = Not Rated. 8, Safe leads are total Superimposed ai loviable load an the section specified. 4. Safe loads based an grade 40 or grade 60 field rotor, 6. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel S. One #7 rebar may be substituted for two #5 rebus In 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at daway, from the face of support. 8. Far composite lintel heights not shown, use safe load from nett lower height. 9. All safe loads in units of pounds per linear foot. PRECAST "U" LINTEL W/ 30ODPSI GONG. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE SO" STD. 90 HOOK ANCHORS I� (� (� HOOK (TYP.)— STD. 90 DEGREE m 3 w ^ o w '� REBAR ON BOTH SIDES ANGLE 3000 P.S.I. OF OPENING U.N.O. CONC. W/1 #5 DiA. REBAR PROVIDE KNOCK -OUT . • BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID - :. W/ (1) #S BAR FOR ALL • - WINDOW OPENINGS S'6" AND LAR .:.. 8"x B"x 16" .. .. . :.. . .. .. CMU U.N.O. SEE FOUNDATION SEE FOUNDATION PLAN PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT TYP. BOND BEAM 8'z8"x16"K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FIG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) i ag g9 1- m W L� m 00 ame � N I L LL w p l� �� oN bar wmRa w 2 ppa,5 a LLV5W �' NSW w CA t7 X 3 i fS < s k M E Ip 9 s tic -I rq O CBS W V �s W WWW.FDSENG.COM ❑ ❑ ❑ Z n2 Z N Z Y (4 10 z " t/1 In m v LL i� <n � w v I t O— el U" w � VIMM L) - cmv E a _4„ N � CD00 r ". c V Y o Q Of O ao 140 rfAMC YAMW= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI -Job Information: I� LO 1 nj N � W 0 y c O 0) ro Y N M Z f`7 a" H Y U m� a 0 J W Z) o LL _..1 M U) (n Do Model Name / Number: 2608 0 Plan Issue Date: Monday, December 13, 2021 VI KA PROJECT NUMBER: 21-10558 Sheet: Seew Of: N.T.S. O 2x6 #2 SYP P.T. W/ (2) Y2'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. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" c BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o a SECTIONAL ® OVERHEAD DOOR CONT #2 o r WOOD SYP 2" X 6" TRIM o r 2"4" P.T. WOOD JAMB cl ti DOOR AND CONNECTION PER GARAGE SLAB IT GARAGE DOOR MANUFACTURER It TYP. GARAGE DOOR d) TRACK MOUNTING DETAIL o t, 0 a MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. ig to -10 w 8gCto t-mIT n 00 HUI.U8 omlni lii r✓iQaBLOWN-1N R-30 INSULATION PER FBCZ1a ENERGY ILESR zPERMIT T ONUPROVIDE BAFFBMITTED APPLICAAND BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS)FBC AND ENERGY FORM SUBMITTED , 12FIBERGLASS SHINGLES ORlae ''12 " WITH PERMIT APPLICATION 'I SEE PLAN TILE ROOF (PER ELEVATION) °2 � PROVIDE BAFFLES AT EAVES \ OVER APPROVED UNDERLAYMENT 8O cai to SEE PLAN (FOR VENTED ATTICS) \ PER FBCR 905.1.1.1 OVER APA o s Et N F w�wv.r s e"cor" PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- C7 � FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24 D.C. SHTG - ON FRAMING SHT. FOR SHTG &FASTENERS. , n , Z OVER APPOVE.1 U.1 SEE ROOF PLAN FOR o 0 OVERYMENT 1 SEE APA F CR SHEATHING ' ROOF SCHEDULE- ROOF- PRE -ENE. WOOD ' 1 TRUSS ANCHOR (SEE PLAN) ': � " � " �' SEE PLAN FOR ° I - 'TRUSS n + _ - -' - - _ -' INFO & CONNECTION z z N z ¢ '- ' [RSH] - ON FRAMING SHT. FOR ONFR MINES TRUSSES 24 D.C.SHT'G _ _ — _ � .. -- ------------- ^' N @ &fA57ENER5. 5/8" OR 1/2" DRYWA � . BRG. HT. HIGH STRENGTH CLG BOARD - _ nv, - SEE PLAN FOI ,Ic`+_ - —_ d TRUSS ANCHOR (SEE PLAN) • " v ETAL DRIP EDGE A r c; TOP OF BEAM , _ r �— - _ r I� JE l : ` ' TO BE INSTALLED ON OUTSIDE FACE FELT PAPER OR TRUSS PLATE �. 2X SUBFASCIA - FOR BEAM SIZE &N \\\\ M N LL 4�R I A ._, •- _ 3/4" P.T. NAILER "� SOFFIT. SEE ARCH. ' ;CONNECTION INFO w c 5/8 OR 1/2" DRYWALL t METAL DRIP EDGE HIGH STRENGTH CLG PLANS 1/2" DRYWALL �! �' 8 x Sx 16 K.O. 0 � ' o w ^_ CURTAIN NAILER n LINTEL BLOCK BOARD c ro 2X SUBFASCIA 1 x 4 P.T. @WINDOWS n O.H. W/ (1) #5 DIA. REBAR R mm CONNECT ALL 2z STU TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. 1 x 8 P.T. @ S.G.D. n 3000 PSI CONCRETE N SEE ELEV. "U" ' F = o E 16d TOENAILS _ PAS 1/2" DRYWALL PRECAST LINTEL SEE SCHEDULE " ' HB&G COLUMN WRAP OR ® — 6 i� SEE PLAN FOR HEADER SIZE tt4 2X4 #2 SYP P.T. FRAMING `t V In o 0 i w 14 Q SHEATHING/1 SHEATH ATTACHED PER ¢ nmi o °o 14m NAILING SCHEDULE DAMS HOMES OPTION: 15/32" OSB EXPOSURE 1 ON w O.H. EXT. WALL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) - 2X PLATES MAY BE r SEE FLOOR PLAN FOR SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. % COLUMN SIZE &BASE w ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" CONNECTION INFO. ' N PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ P' O.0 EDGES AND FIELD. r NOTE: 44" MAX. SILL HGT, ON n FILL CELL -(1) #5 DIA. ' to , w FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. n ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PS[ , ¢ < SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY n CONC. ALL LOCATIONS ' ' > PLATE wl GULFBREEZE, FLORIDA 32563 N SHOWN ON FOUNDATION I �_ ANCHOR BOLT SET IN VINYL FRAMED WINDOW w/ SCREEN N &FLOOR PLANS I � O SIMPSON HIGH -STRENGTH DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN EPDXY 6" MIN. EMBED. PORT ST. LUCIE LOCATION OF OPENINGS IN V EXTERIOR WOOD WALLS. IF NO "; V1 Job information: OPENINGS ARE INDICATED, FULL a y STUDS ARE REQUIRED). y NOTE: 44" MAX. SILL HGT. ON r •"• ' ' ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW W/SCREEN WINDOW STOOL n CEMENTITIOUS DECORATIVE PER SPECS PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ 1x4 P.T. WRAP or FINISH 7/8" THICK PER ASTM C-926-98A ,"� (4) #5 VERTICALS FILLED SOLID SEE ELEVATION FOR MORE INFO STUCCO BAND PAPER BACKED FOIL R-4.1 tn. ZX STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL v V MORE INFORMATION). SEE T613 1/2" DRYWALL PER MC AND ENERGY FORM ,� EXTERIOR FINISH - SUBMITTED WITH PERMIT ELEVATIONS) z c m vi ON SHEET 6 (SEE APPLICATION FOR NAILING INFORMATION FOR WALLSHEATHING. 1 x 2 P.T FURRING FTG. DOWEL DIA. REBAR w O O 0) O, R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC P.T. ZX #2 SYP. BASE PLATE E 1 x 4 P.T. 17" IN CONCRETE - 25" EXTEND (ACI 530) ABOVE > = m AND ENERGY FORM SUBMITTED w 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD w 2" WASHER AT 32" O.C. / SASE NAILER SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN SEE FOUNDATION PLAN FOR FIG z EL o tr7 d MIN. 6" FROM END - SEE WS07 SIZES AND ~ WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR LOCATION J W " o FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION OF - — - TOP SLAB — - — M tL J W v J v J •, s--.. �, Model Name / Number: _f. ,_' U t-4" t' -_ GRADE 1-m _ :` GRADE 2508 1 r r, �. CLEAN :�i r It r _ w IEEE PLAN FOR "�} 1 '`� - N t� I�gtJ '�_ •- "^ r + t, Plan Issue Date: COMPACTED '� N t y RE -BAR QUANTITIES r -- December 13, 2021 ". t r - " FILL-ti4L w, •i'-.. �. T 4 Monday, I(A PROJECT NUMBER: SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION �T_1P "( i i� t 16 FOR FTG REQUIREMENTS PLAN 'I i' , �� 21-10558 WS01 TYPICAL WALL SECTION - 8" CMU 3/4" 1'-0" Sheet: WS02 TYPICAL WALL SECTION EXTERIOR FRAME a/4"= r-o° CD23 COLUMN C@ ENTRY - CRAFTSMAN STYLE N.T.S. TYPICAL FRAMING DETAILS INSULATION AT EXTERIOR * WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 8" D BLOCK TIEBEAM W/(1) #5 REPAR U.N.O. 4 , (SEE PLAN) .A 7/16" O.S.B. EA. SIDE 2X BLKNG. TO O.S.B. W/2-Ed EA. END EDGE VIEW WHEN REQ'D RECESSED PRE -CAST LINTEL NOTE: MAY CUT BACK 2X8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 2X8 W/ (3) 12d TOENAILS EACH END 7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSS W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING V V R ro m m � W m to 144° =h 1" 145" SVi Q (2) 2 x4 LAMINATIONS W/(i) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED ISO (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148". Ll 3") OR EQUAL COMMON WIRE NAILS (ONEINTO H( EQUAL COMMON WIRE NAILS (0NEINTO EACH DE FACE) H 0.162L31/2') OR EQUAL O162-,, L3 /2') OR 1ENT NAILS ARE OMEN FROM 3) FOR 4PLY, PROVIDE I/4-D✓IA. x 51/2" LAC OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LUST 3/4' OF 4) REPER TO NOS SECTION 15 3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN 11/2" CONTACT FOR FOR FUR THER INSTRUCTIONS FILL 1ST. 4 COURSES SOLID W/ GROUT. (NO REINFORCEMENT REQUIRED) F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. N.T.S MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES @ 16" O.C. -- \ (SEE PLAN) 7/16" O.S.B. EA. SIDE 2X BLKNG. TO O.S. W/ 2 - 8d EA. END ❑INSULATION AT EXTERIOR * WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTEb WITH PERMIT APPLICATION (3) 16d COMMON NAILS(TYP) — HEADER PER/ LOCATION 7/16' OSB W/ 6d "+ NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x W/ (3) 12d TOENAILS EACH END TYP. 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 7'-0" MAX WINDOW OR DOOR OPN'G WF02 I DETAIL @ ARCH WINDOW FRAMING I N.T.S. PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) STRUCTURAL SHEATHING 48" M7A, 7/16" MIN. NAILED W/ 8d 2x4 STUD COMMONS @ 3" O.C. @ PER PLAN EDGE & 6" O.C. FIELD RUN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS � BOTTOM OF FALSE BEAM NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SEE GE05 FOR `� `n SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD STANDARD ` (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN GABLE END `n`\ TOP PLATE W Ed 21 2" x 0.131 NAILS (SIM. w/ 2x6 FRAMING ` * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) i \h TOP PLATE TRANSITION n � z PIPE OR DUCT w/ PENETRATION THRU LISLE 12d TOP SPLICE I+ +I w 0 0 TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL ROWS 12d @ 3" O.C. I 2X TOP PLATE TO SIMPSON PSPN516Z GABLE END W/ 16d I a w/ (12) 16d NAILS TYP. NAILS @ 6" O.C. N I__ TOP & BOTT. _ * � + NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS + +I TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. 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 W 8d 2 1Z 2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM 15 APPLIED SHEATHING NOTE: COVERING PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL GUS I FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING A. SI O.S.B. EA. (1) JACK USED AT ESIDE 2X BLK'G. EACH SIDE OF OPENING G.C. TO W O.S.B. W/2-8d INSTALL (3) TITEN HD. EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED INSULATION AT EXTERIOR (3) 16d SEE PLAN RIWOOD FRAME WALL PER FBC SP4 AT COMMON FOR WLL AND ENERGY FORM SUBMITTED 24 O'C� NAILS(TYP) HGT. WITH PERMIT APPLICATION CMU HEADER PER LOCATION---,6, PC-7/16" OSB W/ 6d NAILS @—' 16" O.C. TO SIDE & TOP NAILER -2x W/ (2) 16d TOENAILS EACH END TYP. 2x4 SPF CONTINUOUS BLOCKING — ATTACHED TO 7/16" OS3 W/ (2) 8d NAILS. SEE DETAIL ABOVE SEE ELEVATION FOR ROUND/ SQUARE TRANSOM BOX HEADER W/ (2) A35 EACH END 7'-011 MAX WINDOW OR DOOR OPN'G WF39 TRANSOM DETAIL AT ENTRY 1/2"=V-O" OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17JTOP PLATE SPLICE DETAIL 3/4"=1'-c * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESSTHAN4' 1) 2 Y) (2) >4' BUT <9' (2) (3) (2) (2) 101-W 16 3 4 3 9 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. ' TOP AND BOTTOM 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH ' WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 X #2 STRAP S.Y.P. HEADER W/ 1/2" FLFFCH PLATE lOd NAILS @ HEADER. (U.N.O.) 8" O/C TYP. FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS TYPICAL (U.N.O.) _ OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/(18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. °oF4'I�yG OR 8 I/2" AT GARAGE STEP DOWN * * HOLD DOWN CONNECi[ONS p.T. SOT. PLATE NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT WF09 WALL HEADER DETAIL N.T.S. ' STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO I BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE T13 i SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. STUD TO BOT PLATE: i SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. a" CMU WALL W1721 KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-C WOOD PLAN 1 TYPIC WALL SIMPSON HUC410.OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ W-10d NAILS @ B" D.C. EACH PLY (SHOWN. AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL N.rs. =g N 04 :E T N a 0 N B N (co t.0 LO 00 m a$a =w g 83 s tom 4t 4t LL ri Elm- �mF7 a a m= a u R w 3 yS 0—c.i� z 3 o �� n IY .P1�w Yo '' I— a J w �`s�,&, Wgi Zit 2 m m d a d £R 0 N . ,... ,,:.,.. W. ° 5 WYM.FDSENG.COM El ❑ Cl z o z z O z " a :? J N a N - Ln Z N nVnIr VI m 4­1 y o w� m { vs i atom am DAMS HOMES - FLORIDA CONTRACTORS LICENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: `® 1 � m Ln O 0) M M m a y y 3 m cN Ia ao O J W � o dD LL. J M (n (n ♦ Model Name / Number: 2508 ♦ Plan Issue Date: Monday, December 13, 2021 ♦ KA PROJECT NUMBER: 21-10558 Sheet: /+ Of: TYPICAL WALL DETAILS m-m MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ ' *DIAGONAL SPACED AT 20'-0" O.C. MAX (2)16D NAILS EA END. SEE IRSHI SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN OR EQUAL TO 45" (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. i MINIMUM 2"x4" - _ 8d NAILS @ 4" O.C. F> 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING '' 10D X 0.131 @ 8" O.C. EA. SIDE (SEE PLAN FOR + '. ' � WALL AND ROOF LOCATION " +- e'�s•"'aaa'' BLACKING SHEATHING SEETBI3 FOR SPECIFICATIONS ss 2x4 SYP OR SPECp�qOSS BRAC 2x4 SYP L BRACE FOR GABLES 3'-0" TO 5'-11" TALL. BATTER NRIDGE SYP L BRACE FOR W7x6 THEN 48 0 C. GABLES 6'-0" AND TALLER. 3-12d ® ACH END & CROSSING AT 450 ANGLE. ATTACH L BRACE w/ _ (NOT REQ'DWHEN 12d NAILS ® 4" O.C. FASTEN (1) SIM ON HGA10 CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROM GABLE TRUSS BRACE TO SILL PLATE w/ 10d @ 3" O.C. TRUSS BAYS (8'-0") NAILED DIAGONAL (3) 12d - W/ 3-12d TO CHORD (MIN LO K/PLATE NAIL GABLE TRUSS PER JOINT ' ' 1ST 4 BAYS) f� TO TOP PLATE W/ - -' - 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- ' / 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT IN NAIL OVER X-BRACE AS SHOWN. a 2x4 SYP OR SPF BLOCKING J _ 4 BAYS AT 48" O,C. MIN. INSTALL BLKG. AT TRUSS WEBS BETWEEN TRUSSES @ 48" KNOCK OUT COURSE O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR TRUSS W/ 3-12d NAILS EA. MASONRY WALL SYP w/ (3) 12d @EACH END TRUSS WEB NAIL TOP OF "T" TO GABLE ; ROOF SHEATHING, SEE TB13 FOR ATTACHMENT TRUSS w/ 2-12d AND 1 OVERJACKTRUSSES, SEE ql I TB01 TYPICAL CROSS BRACING DETAIL rv.rs. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. 10 Odxi ON 1/2 NAILS Puy"' FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 81/4"xl 1/2" SIDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS - NAILTOP OF ROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUUSS S w. 2-12d s. CENTER, TYP. CENTER LINE OF HIP/RIDGE FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS h ^4 A 04 EACH END TO TRUSS TOP C) @ WOOD FRAMED WALL @ DUTCH GABLE r' TYP A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING .' E � ~ GE01 GABLE END BRACING N.T.S" WOOD TRUSSES AP LEAST ONE TRUSS 6" OVERLAP - q TRUCTURAL o SHEATHING a -- ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 m TOP CHORD WHEN REQ'D NAIL TO TOP CHORD C TO PREVENT SHEATHING JACK - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 120 NAILS MINIMUM (3) 12d ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING vA m ti 1 1 PLAN F: F f m ro Q m +Jt x R* ON�g 2X4 BLOCKING HIP TRUSS W - 8 �'B ti m z W a S, € �+ _ a BETWEEN TRUSSES B _ W ei N SECT. A -A s$ 2�ge a 8 30 �s� c N•r's- N.T.S.g€ TB03 HIP RIDGE BLOCKING DETAIL TB04 TRUSS BRACING OVERLAP DETAIL (TYP) J Z2 _iY a a d LL �d LL 88 �s W N 9 WWW.IDBENG.COM ❑ ❑ ❑ (9Z g TRUSS NOTES: ��I Z s 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI.2014 J N a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT LO r�J IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED N ( L% Inrjl TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUTce - CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. N w " 2. ALL BRACING (OB,GB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL ro ,O LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM, U 3, ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4- ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL COUNG ARE NOT M w Ct'n C ut7A. ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. N m �� R SEE TYP. TRUSS BLOCKING DETAILS U _'' N E F `. SHEATHING d 3 TO 4 TRUSS AS SHOWNQTRUSS -,� p��p pp Q 7 SPACES DIRECRNATE TION RU a100 AMS HOMES VERTICAL SCAB 2X8 02 SPW/ (4)12tl TOP &BOTTOM SEE SS(2)-1 NAILSOR HCLR/LL IN PLACE OF (SECTION TO EA TRUSSREQUIRED®RAFTERS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 GREB-B 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS SECTION B-B TOP PLATE SECTION SCHEDULE FOR SHEATHING DETAILS 2x STUD WALL w ROO F DIVISION LOCATION: SLOPE .\ . PORT ST. LUCIE SEE PLAN CONV. FRAMED RIDGE \ \ / / ♦ Job Information: MAY BE NAILED w/ MIN, VERTICAL SCAB 2%6 42 \ 2X4 SPF BLOCKING / \ (4) 12d WHEN IT (ANDS SPF 4W O.C. W/ (4)12d \ BETWEEN TRUSSES NEXT TO PREENG. TRUSS 2X8 BIKING. NNLED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48' O.C. MAX. SIDE W/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ / '+ THAN 800" \ 2x4 SPF BRACE \ / \ \ (4) COLLAR TIE \ 12d AT EACH END & d - SHEATHIEVERY RAFTER \ \ \ ALTERNATE DIRECTION O CIE! \ DO 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) _ 4) DO e @ EACH END. CONT. EACH BAY BTB2X4 SPF W/ (2) R7x3-1/2' / / TRUSSES 0 r ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN W O BLOCKING I OR HS @ 48" O.C. / / (M N CQ N PRE-ENG. TRUSS \ / / LO _ W V STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. \ / / / / Z (1-) [� . * � N \ \ ` L� Il r SEE PLAN FOR CONNECTION SIMPSON) OR \ \ / / J � � � LL B KING B 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2X8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 0 2'-0" ON CENTER \ \ / / _I m v) U) TRUSSES W/ NAILS @ AT 8 -0" TRUSS \ ^ / 2X4 SPF BLOCKING ♦ Model Name / Number: EACH END MAX 2xe RAFTERS ®2'A'O.C. Y BETWEEN TRUSSES MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM / \ @ 24' O.C. MAX. W/ WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / , ,\ (3)12d EA. ENDOW.) 2508 (SEE PLANS FOR TYPE) CDNC. MASONRY 4 FF @ Toll O.C. MAX W / (3)10D SEE PLAN - - STEEL OR WOOD COMMON TOE N S TO RIDGE BEAM 2X4 CONT. AT Plan Issue Date: T & B CHORD BEARING SUPPORT Monday, December 13, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2"sPACE KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE G SHEATHING INFORMATION 21-10558 2x4 S.Y.P. @ 16" O.C. Sheet: Of: T11315 EXTERIOR NON -BEARING WALL DETAIL N,T, IS TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. ROOF FRAMING I ad AND BRACING DETAILS 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 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. I 10iF a-01Oyd" 7n s to use In NAIL SHINGLES W/ it OR 12 GAUGE ROORNG NAILS. 0/8- MIN HEADS. 6 PER SHINGLE. S-01 ORI UoaaNe�" A � V¢P cF`a'a Oose E 3ndG 2A61oot� y¢Cpas 3„ 6" 6" 3„ 6» „ fl_3;„ •.^ valley oenntenne -.- - ----- 6" 1 6" B- 3» - 6^ 6' 3" 3" I I 1_ 3" 6" SHINGLE INSTALLATION GUIDE SPACE EVENLY SPACE EVENLY ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEAIANTMPUED ALL LEVEL VALLEY ITEXNRED, P14NIED BEHIND FLASHING EXTER. WALL FINISH AND LOCATIONS) MINIMUM OF 6'DING ABOVE — — — — — — — 6" x6- H GALV. VERTCAL RISEOF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL TENTRY PLASTER STO SEALANT — — — — — ROOF SHINGLES 6" x 6" H V. FLASHING CONT. m 6„ 6» 6„ 6» 611 - 6» o» __ ,.,, I FLASHING DETAILS 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITCS SINGLE DOOR W SIDELITE 1'1 r SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 11-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. 0 { TOP OF SLAB CYi 0� Z I 1 ° d °I O z I a-16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. N SPACE EVENLY N NOTE: THIS DETAIL IS REQUIRED BLAHstD+R s 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 2X we 11/2" M3N. EJN6ErD T °- 49 11000 SCREW CAULK SETW E EN FIN &PS�f:ATIHM, VimllII - jiiui is CAULK BY OTHERS O.A. WINDOW HEIGHT -EXTER10A INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R906R.B.9 DRIP EWE. R ail URP EDGE AT EAVES AND WILES OF SHINGLE RGOI S. OVERLAP TO UE A MINIMUM OF An (76cm). EASE DRIP EW[S SHALL EXTEND 'hen BELOW SHEATHING AND EXTEND BACK ON THE ROOF MINIMUM OF run. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE NSTALIID EITHER OVER OR UNDER THE LNDMLAYMENT. F INSTAU-ED OVER THE L'NDERIAYMENT, THERE SHALL RE A MINIMUM Ain WIDTH OF ROOF CEMENT INSTALLED OVER THE ORIP EDGE FLMI ORP EDGE SHII yE MECI IAVICALLY FASTENED A MAMMUM Or 12r ON GENTER. WHERE TFE Vast AS DETERMINED N GCORM'CE WITH SECTION RI2AS S110 MPH (177 KM/HI OR GREATER OR THE MEAN ROOF HEIGHT EXCEED$ 33 FEET UoO5S mor. DRIP EDGES SHALL MEGHANIMLY ANSTIR FD A MKKNUM OF a INCHES ON CENTER MadmUm Fastener SPIN, ()ambs; Head and 5111) Wall Framing: #2 Spruce)Pine/Fir Or Beier ., Sllloane So ew Minimum Penetrabon 3/B GMzing Bead' C NOSS Section V iew Exterior SNeamIlTg variation in codes and bultding types, it Is leit up to the end user, to determine the proper installation of then Items Lfl' 'fh; C.➢ suUE'SaFA[' wti5^. Before Instatiig Your wlmdaw, the bubble wrap may be peeled back for inspection, bm please rrstid me wrap to pesed the blocks am, scratdws and other damage unntcdhswalon is complete. Sept Measure to be sure the opermg is 3/S"to 1121. Ieryerthen the window See bath vertically and Mrl[altaAy. e You may wish to predrill the installation holes in the An at this time. Dearegand Me pr&pmrhed hoks, 0 the mouniang gn a fil are rOexecessan0 Step2 Apply a geneioss bead at sllzoneto the backside of the mounting be. Use sough sire to sufficiently fill all voids between the. fin and the wall sheatrog. Ship Intert the window into the opening from the outside. The WI is labeled Nrwde' and "aaside", but d these labels have been narrowed, the gluing Dead Should always be to the Inside of the building. Step 4 Install shins under the 911, adgu ri them until the unit is plumb In the Wen". Share; should be Installed under the sill sway 2 W. The window should be centered in the opening with no more Mn 1/4" gap between the window and wall dram". Seen 5 tell a#10x 1.112"screw 4'honh the cone of the fin at each end of the head, sill and bond iambs. Step Detail tw remaining festerwas In6"ircmnbels from the comer screws to the center of each frame member. Usearenottoova- tghtan the scrams and pug diem th the fro. Also, mace sue the screws go as straghtand do ratmusethe frame ro bow. Wall framing shoWd be a minimum of Q Spnlatillneb Fasteners should be#10 screw of Sufficient knO to Olen13/8" perenation Into bill wag and Me Im than l/2"from el ofh Sep B If de llred, a roam Insulation an be applied no the lObenbr gap betweenlhe window and Wall hearing. [rapgleo, M7smu5t ce bier NON EXPANDING TYPE FOAM. Sep 9 Since these windows are typically used In rooms With III molsMe, III tatlraans, it Is recommended tut the interior gap between the Vital and Will Framing also be sealed wgh storm and Gaoled BE as not ro interfere with the Installation of wallboartl tle or trim. Step 10 Once all constnrtdon k complete, narrows the bubble wrap from the Inside and outside of the window. R necessary, dean the blades with a aid detergent mid warm Water using a soh Slop. Failure to follow these procedures will void any and all warranties. 11, SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE — GENERAL NOTE:2- SEE SHgj= �}���R Q�F brn 3- SEE T TLEATION BLOCKISO 47 R(F�RMATFON i tta i Affidavit Building Address: Contractor: SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION Product Manufacture Model # MLLCILAIIIIICIII Approval # Pressures Method Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. FL30310.1 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 COUNTY APP. Prod t Inc"Off-rid a vent"FROROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 PANEL WALLS: ALLUWAOLt Ntt1. THE TAPCO GROUPWIND T- JnAP[J INSTALL PER MANUFACTURE INSTRUCTIONS FL20403.4 PRESSURE HUBER ENGINEERED ZIP SYSTEM INSTA LL PER MANUFACTURE INSTRUCTIONS FL17146 R7 WOODS. HOMEGUARD BUILDING HOMEGUARD INSTALL PER MANUFACTURE INSTRUCTIONS CCRR-1092 Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 CLOPAY 16 x 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "J" BOLTS FL16546.8 53W5 2nd Choice +30.0/-32.0 CLOPAY Bx7 FL15279.84 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL F 20461.12 +67.0/-67.0 THERMA TRU-CORP. SOLID FL20461.1 FIBERG SS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) Sidelights PLAT RORU FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIE5D SGD 42InP FL15332.4 AI m. r r MI WINDOWS & DOORS I SERIES 440 SGD FL15332.12 2nd QhQjQg,11 Alum. reinforced Windows: Choice +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Surge Hun (fin) ANCHOR WITH MIN, 1?A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) OFALLTLTRVIDEETO WOOD BUCK. INSTALLATION THOUGBUCK USE EMBED.8 WOOD FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS SUFFIENT LENGTH TO ACHIEVE 11/z" INCH MINIMUM EMBEDMENT FL17676.2 Single Hung(fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mulllon 3 1W TAPCON 8NCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1t4 11 M-1926 Horizontal ul ion MINIMUM EMBEDMEMWITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE FL 1.5804.2 Fixed Glass: 3i$" DISTANCE ISYSTANCE 1St Choice +50.0/50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, 114' EMBED. TO ALL FACTORY DESIGNATIONS FL18644Rf 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: rt4" MAX. SHL41 SPADE 1st Choice +66.0/-71.6 KAYCAN LTD Stands d vinyl oSfaeple 10" on center Indirection FL16503.4 R5 Plygem / Variforrn I Plygem Double 5 1 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard I standard vinyl I sta le solid 144 vented -145 FL12194.2 Hurricane Panels: Dade County App, ALL AM CAN 24" Ga. 24 GA. ST�jRM PANELS 1st Choice SHUTTER & GLASS Storm Panels FL16293 R3 I have reviewed the above components of cladding and hElve approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: _ FI. # 87864 Name: Certification Number: : lu SO oDom iI /0 . c 3 E D 20� is =W �vEvx•n. oc 3 ° ¢ Is rham x„�O T:, Iry ou N 82 O It J DO F° ¢ 10'� VN✓W.FOSENG.COM ❑ ❑ ❑ 0 z o z 8 Oil z „ a a � _ Z N M bu Xv Q oc- m wo w i c 6 UI �f t/1 , ro Our 208 monk Soo = N j U t& o d C Q N ObD elm i� A DAMS HOMES FLORIDA CONTRACTORS LICENSE 140. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 F z0 W Lo `� ri 0 cnYi a 3 m 3 m a QJLj To o Jm0(f) a0 VI Model Name / Number. 2508 Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 21-10558 Sheet: S-5 Of'. MATERIAL `REFERENCE INFO (PSL) AS FOLD UP WEATHER FLASHING REQUIREMENTS MECHANICALLY FASTEN RESISTIVE BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH ., /� GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General- Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall /'WEATHER WINDOW UNIT envelope shall include flashing as described in Section R703,4. / RESISITIVE BARRIER WOOD FRAME CONSTR. R703.1.1 Water resistance. The exterior wall envelope shgll be designed and constructed in a manner that prevents the TAPE s EXTERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SLOPE 0.3 in: 12.0 In SELF -ADHERED FLASHING accumulation of water within the wall assembly by providhrg a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOISTAND UP THRESHOLD DOOR AND RETURN (0.6 cm : 30.5 cm) Irsacue�a wixoow: WALL 8Y 61N. S E LIQUID NAIL BRAND OR EQUAUP JAMB LL WEATHERPROOF CAULKING SELF -ADHERED FLASHING ' I T T C S DETAILS A I L S PRODUCTS C 226 for Type e 1 felt orsother approved water-rier. One rests i of e barrier shrill be ahalt. felt, pplied ovee from r studs orand hsheath no oflall exterior walls ying with ASTIMNo. 15 / 1 asphalt felt shall be applied horizontally, with the upper laver tapped Over t he lower layer not less than 2 Inches- Where WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. f WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive harrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water-reslstive BARRIER SEAL TOPS OF JOISTS PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the to of walls and terminated at moetrations and building a p F g appendages ina manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) 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 HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (Installed M accordance with Section R703.4) Intended to drain t Out, fold up & temporarily secure weather - RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above header to allow for flashing installation 2, Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list of Instructions below: Exception: Where the watewresistive barrier that is applied over wood-bas-ad sheathing has a water resistance equal to or resistive barrier 3, Fold weather resistive barter back over head flashing and O 1. Install Self -adhered flashing In order as Shown by numbers 2. Install flashing and weather resistive barrier to form water shedding Paps greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage space. seal with tape 20 2 OPAPER 2 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize membranes and mechanically lattached flexible flashing shall be applied shingle -Fashion or in accordance with the manufacturer's instructions. Metal clashing shall be as n Flashing. Approved metal flashing, vinyl flashing, with the corrosion resistant- Flui"pplied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NTs SELF FLASHING SELF -ADHERED FLASHING -ADHERED FLANGED WINDOW W P01 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A W P ®� CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER �/ P03 scoring CUiS instructions. All Bashing shall be applied in a manner to prevent the entry m water into the wall cavity or penetration of water to the building structural hearing components- Se membranes used as Bashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Lion AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying algid t the with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for properjolnt expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING 3J4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT ADHESIVE 6. Fold as shown arrows exterior walls shag comply with AAMA 714. The flashing shall extend to tine surface of the exterior wall finish. Approved fiashings shall be Installed at the following Iocation5: THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING m 7. Angle Of Comer may Vary, adjust folding of the flashing accordingly to fit REFER TO TECHNICAL CHEMICAL UP JAMBE". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WP01) t I tight t0 Corner 8• Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712, Flashing at exterior window and door openings shall be installed •� in accordance with one or more of the following: SELF -ADHERED FLASHING SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" '�� (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1.1 The fenestration manufacturer's installation and flashing instruction, or for applications not addressed in the VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions- Where flashing BOTTOM OF THRESHOLD instructions or details are net provided, pan flashing shall be installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall Finish or to a NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. 0 nin s using qg g pan flashing shall incorporate flashing of protection SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional- SELF -ADHERED FLASHING O\V\ /`-� 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200 FMA/WDMA 250, FMA/AAMA/ ` 2 WDMA 300 or FMA/AAMA/WDMA 400. SELF -ADHERED FLASHING 5 2. At the intersection of chimneys Or other masonry ry construction with name of StuCCO walls, with NAILING FLANGE projecting lips on both sides under stucco copings. t 2 SEAL TOPS OF JOISTS 1 4 6 3. Under and at the ends of masonry, wood or metal coplftgs and sills. DO NOT FLASH OVER - UNDER DECKING 4. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE g (SEE DETAIL WP07) 2 7 S. where exterior porches, tleCks of stairs attach to a wall of floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING IWPO4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK \ p / p ®� V V SELF -ADHERED FLASHING W F' 0 6 HALF ROUND WINDOW INSIDE CORNER 7. At built -In gutters. SELF ADHERED FLASHING - ? DECK PROTECTOR SHEATHING .. �' `*ft 7/8" Cement Plaster 718" Cement Plaster in accordance with in accordance with _ ASTMC926 ASTMC926 SELF -ADHERED 'tx: FLASHING PATCH ° - _ Felt backed metal Felt backed metal lathe in accordance lathe in accordance - SELF -ADHERED FLASHING tt with ASTMC1063 with ASTMC1063 DECK PROTECTOR V' r - a Building Paper p Building Paper 7/16" O.S.B. 7/16" O.S.B. 1t' M4 sheathing sheathing DOUBLE ,,,• , SINGLE I ' JOIST i��^-�,_,i'� Metal -. Keep top edge JOIST ` l` PE SELF -ADHERED FLASHING �' : '_ , _ Flashing g of weep screed SELF -ADHERED FLASHING 31/2" 2" below topof block 3"MIN Unperforated Vulcum 4 Flange 7/8" bottom O 5 Weep Screed cauk joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING fX1 PO FW APPLYALIQUID FLASHING TOTHEMASONRYOPENING HEAD,JAMB,SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed \H0.8362x;DECK JOIST OUTSIDE CORNER V INSTALLATION OF THE BUCKIRECEPTOR, Above Roof Sheathing 1/2" Cemeniftious Decorative Finish ,0•0 ••qa All inside and outside corner will EXTERIOR WINDOW UNIT ° need to be miter CEMT. FIN. cut and caulked all Cement Plaster i butt joints need to BUILDING PAPER SLOPE SLOPE in accordance with ASTMC926 o, d • ' becaulked using Vulcum for SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in : 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor caulk all \ (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~-- EXTERIOR CEMT. FIN. . BUILDING PAPER ' AN WIRE LATH 1/2" Cement IV T SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 1/2" Perforated �'q• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o Screed Plaster : over block EXTERIOR Ist floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 8 2 o Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING CEMT. FINISH WINDOW 0 SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL WP11 SELF -ADHERED FLASHING WALL Ew:F) 12 S the weep Creed. SCALE: NOT TO SCALE HEAD CEMT. FINISH PARAPET C t\ i N v� �X S td to W � Go a ;gy m Nic E CC�D li� }8 ¢C�i lJL J LL LL Fyn J�i4 OJ M ffim 32. 'T'',Yat, $w4c 3 O �22Emm C a WVM'.FDSENG.COM ❑ ❑ ❑ � 19 Z M 0 zg � /r z J N o Z � V) ,n v M � J LL W Ln m� to U J M -rm•+E W ti t O U � CO oD O now c cove N ... .. Q O Ufa RM - FLORIDA CONTRACTORS LICENSE NO, CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 2 ar o m c LO 0 co M LID M a: D U i q�ryy U W ? m N ®JUJZD (ODO o cD Jmw() ♦I Model Name / Number: 2508 ♦ I Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 21-10558 Sheet: Of, WATER PROOF DETAILS H2 223Ht-3 I 120 12x6 lwcd 112x12 rag 5" bath duct to roof or wall w/ standard 70 cfm bath fan :In 17' , 3CJO "0—'81 x6 1we 10x6 1wcd 45 0,BREAKFAST AMW 8M_- . _j 10x1 85 Ox6 lwcd 0- KITOHEPJ ao "o-'e• 6 - aJ "o-`or 10x6 lwcd 65 NN (ll w J N 10x10 10x10 8 fbrag .0 rag\\L24xl 1174„ 1' BEPRO M _ 6" a a .-- - 5" 1Ox6 1wcd 1 85 T T' 10 1 x4 1 wad Ox6 4cd HW 6 5 l E 8a _ � ;n 0.T'A 0J31� Y1. 3TA�OJ � 'ib1 "aL X "SS 4" dryer duct to roof cap w/dryer vent box CAP GARAGE 8'—"•' CLG T." . OA3H93V0 C :X 8 OA3Hr3VO C X ark =� sas" 101111111111111111 H2 as _0: 3VO8A TEA 03A3 "a^ _.�._. ........._ / / �320-• OWNER'S HEDEOOM HZ OUOt 14x8 1wcd 230 16x16 r 12x6 lwcd 12x6 lwcd 150 150 FAMILY ROOM t A DINING ROOM 115 12x6 lwcd K J90 7" 10" ®I w FOYER s r � n�(IF 23T H(112 "S r — m VOA M02MA9T C11H'T T3M r38A EA67 .V3J3 392 -LNTRY C 5" bath duct to roof or wall c ap w/ standard 70 cfm bath fan 3.5 TON W/5KW 0240V 1PH NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED 18xl3 plen platform by 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS bldr Transfer ducts/grills sized in compliance z-1 with Florida Residential Building Code—M1602°4 balanced return air. `L U, F LH 1 `1 EXCEPTIONS 1-3 SCALE: 1/4" = 1'-0' ELEVA111 yEv "A,. & „E„ Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. Ld x d9 x w 5 r \ 4�, 4" 1� " J — f L. 10x6`1wcd Y� 35 8x4 ssas _ J:A tL i,I _a-e P Vll\.G ROO\l N T 91H 0-ITA1VNI 14x8 1wcd = \, 145 ■ f, Hc' PS: 10C 5" bath duct to roof cap w/ standard 70 cfm bath fan—ligh t AR RA CALCIJLATIONS I I`•ANC 22.3 S.F. TOTAL LIVING' (AC) 2523 S.F. GARAGE 920 S.r. GOII=RED FN HY ;UA=E1 63 S.F. COVEPED PATIO,/_ANAI TOTAL ARL.A UNDEP R.GJr 3406 S.F. Rating 5 O � _ O �— V S Z � W Uj F— Q W z LU 0 0 = W LU I— Q Q — 0 N i 00 CL Q l Z NO N 0 1 >- � � m LU > Z ® z p w J QII m - J o D Q �</ ry mn 1(no®