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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, -_ 0 STRUCTURAL DESIGN CRITERIA " 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, REGISTEREDTERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSEDPEST3. CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE ITH 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. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP F 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. - : 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 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LAST 6" AND CONTAIN AT LAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM.RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E OR ASTMA 996 GRADE 40 V.N.O. REINFORCING FOR FOOTINGS ALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARSTRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REIN(AAjORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. i 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I.THEREFORE,. ANY AND ALL NOTES ON THESE. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. FLORIDA BUILDING CODE 7TH EDITION. (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) BULL EPIC, NATIONAL REQUIREMENTS FORAL STRUCTURAL SPECIFICATIONS FOR STRUCTURAL CONCRETE • (ACI301-16). 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 E3046 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL-AAF20 1. CODE REQUIREMENTS: ITTHE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDSS 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 EXTERIOR COVERING MASONRY WALL CONST. R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM CSO 3, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION-RESISTANIT MATERIALS. EXPANDED MET L OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, :It GAGE NAILS HAVING A 7/15" 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 C ATS, 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 ACC RDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7WATER-RESISTIVE BARRIERS. WATER-RESISTNE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER I WOOD -BASED SHEATHING, SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LAST EQUIVALENT TO TWO LAYERS OFGRADE 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. 226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEA1 HING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 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 STAPILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALLWALL OPENINGS. 10.'00 NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR 17) DAYS. PER CODE ACI 318-14. 11: CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. DEFLECTION CRITERIA ROOFTRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR [-JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE. ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER A5 SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL I 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 CONTENIT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) 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 C014CRETE OR MASONRY. SAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 30 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 20 50 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NCT 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 APPROVE WATER -RESISTIVE AL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED PENETRATIONS AND BARRIER MATERIAL BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS'1 8. ALL ENGINEERING LUMBER TOHAVE THE FOLLOWING MIN'.VALU U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (L L) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1..7E Fb=2400 PSI MIN. LA 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN DESCRIBED IN SECTION R703.1. ROOF DECK: R OSB FLOOR SHEATHING: 00T&G A-C GROUP I APAIOR RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED R 5 2" RATED OSS EXPOSURE 1 6" STRUCTURAL I OSB EXPOSURE 1 0 1 WALLSHATHING71 T /3 / A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II 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 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA (+) 27.6 (+) 27.6. 1 0 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 0 O 50 (+) 24.8 (+) 24.8 0 (-) 27.1 0 31.1 0 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0"x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY.1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-O" 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 IS140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO. AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC 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 NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) SEE PLAN FOR ACTUAL PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) .FLOOR IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY.. FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER SELFADHERED 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 STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED. BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS:. MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, BALCONIES OVER too SQ:FT 100 (PSF) APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY, WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE ' 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 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. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 1.50 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING. WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND (DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL@' HAND RAILS (d) 200 (PSF) CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING SLEEPING ROOM 40 (PSF) 30 • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STAIRS (PSF) 1 40 (PSF) UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR . HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREAEQUAL TO 1 SQ. FT. MORE INFO. FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "1" 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/Engineer listed In the tltleblock of these documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD. BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear information. Every attempt has been made to PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 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 PRIOR TO APPLYING THE EPDXY. ALLOW TH E EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: : responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4"; PROVIDE (1) #5 VERT. IN',,CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the TO FOOTING. a 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSMiB TWIST STRAP W/ (4) k x 2'A" TfTENS i0 CONSTRUCTION SITE BUT NOT LIMITED TO,. SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE 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 information found in these plans should be directed to our Quality MASONRY ANDACTOR NAILS TO LLRUBS FOR UPLIFTS LESS THAN /4' LB5 (USE ID STREWS FOR UPLIFTS LESS THAN TENS#). IF CORNERS TRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4p.1/4" x 11/2" SOS SCREWS AND (5)1/4" x 2 1/4" TTTENS ONE EACH SIDE OF TRUSS, TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE. MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, GRAFTER Assurance Manager immediately. No backcha eswill be considers ag y rg for reimbursement byDesIgner/Englneer advanced CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE. MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON.: notification and approval by the Designer/Engineer. approval Engin er. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE,THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In accordance to the terms of the agreemer MISSED,. CONTACT THE EOR 'FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 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. MASTER REVISIONS DATE DESCRIPTION 3rthwest FloridaIIIIIIIIIIIIIIIIIIIII 00 0 GULFBREEZE PARKWAY GULFBREEZE, FLORDA 322563 �J&y-bSq� REVIEWED FOR CODE COMPLIANCE' ST. LUCIE COUNTY 13QCC�, FILE COPY e co v o N (p In Ist 00 g ` m w @� @� D R � G - w N ryry 1� r -Ba1;-, q�im$o W a ROLL( a w R F $arXq IL 2 e .19r g m cai 3 i eal - � a wWa.rosErvc,caa ❑ ❑ ❑ z_ 0o 8 a (j - LA 0 w � w OLn w J .0 = C4 N E �I v �..,.0 8 of ca � Q N o a0 QlFy FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE; FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V1 Job Information: 0 �• a LO 0 0 0 _j LLJ :wry N LO a ® Model Name / Number: 2000 V Plan Issue Date: Friday, July 23, 2021 V KA PROJECT NUMBER: 21-5450 Sheet: Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(plf) BWi 16. (2)16d TOENAILS (2) led TOENAILS SPF NO UPLIFT BW2 SP2 W/ (6)­10d SP1 W/ (6)"0d SPF 402 16' STUD, (6)10d PLATE STUD, (4)10d PLATE BW3 16. (2) SP2 W/ (6)10d (2) SP1 W/ (S)10d SPF 803 STUD a led PLATE STUD 4 10d PLATE .BW4 16" (2) 16d TOENAILS 12) 16d TOENAILS. SYP NO UPLIFT BW5 SP2 W/ (6)-iOd SP1 W/ (6}100 16" STUD 8 10d PLATE STUD 4 SOd PLATE SYP 439 BW6 (2) SP2 W/ (0) SOd SP1 W/ (6}1041 SYP 878 16" STUD 10d PLATE ISTUD, (4)10d PLATE BW7 12" (2)d6d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ BWS11 12" STUD, ( j610d PLATE STUD, (4) :10d PLATE SPF 535 BW9 SIT 1070 12' STUD, (6)10d) PLATE STUD. (4)10d LATE BW10 12" (2)16d TOENAILS (2) 106 TOENAILS SYP 0 BW11 SP2 w/ SYP 685 12" STUD, IS)1Gd PLATE STUD, (4)810d PLATE SUD, BW12 12" STUD, IM 10Q)PLATE (4)10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL SEE P� MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER .PLAN/SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 .FOR CONNECTION INFO, IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE M503/6 l FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WT09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS &+ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'c" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2 A B 6 32" D.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 HO 4) 32' O.C. - 7/16. OSB PLYW'D S E GENERAL ERAL NO #8 BRG. WALL DETAIL / SAME EMBEDMENTW/Btl NAILS AT IN FIELD AND EDGE_ GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2X4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN, 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4. SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFOB/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST 2 STORY PROJECTS ONLY) FLOOR CONNECTIONS. (NOTE: THIS IS Y) MIN. 8.IF"Sw'S INDICATED THE WALLISCONSIDERED AELDAND EDAND (1)SIX EDGE TO 1 SIDE OF WALL ILA AT 4" O.C. IN FIELDAND ( ) 7/18" OSB PLYWOOD W/ 80 I 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NNUNG SCHEDULE RI N GRACE WALL SECTIONS F G. AND G EARWA E PLAN AND S Cn0 S OR STUD SPACING S A07 AS SH LLS. SE S. IFTHE WALL IS INDICATED WITH THE BW4, BW7, THESE WALLSAREE ONLY TU DS NAILED TO THE HOT HAVE UPLIFT, THE STUDS SUPPORTING THE FLOOR LOAD AND HAVE U SUPPORTING H (ARE GUN N S GUN NAILS AND WILL TA D WITH HARD CASED NAIL ) THE 2( PLATE CAN BE ATTACHE PLATE AND E NOT REQUIRETHE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD, 10d- 0,148" DIA. x $" LONG HEADER SCHEDULE MARK HEADER SIZE REMARKS Hi (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ III FLITCH PLATE THIS SHEET H2 (2)-2X8#2 SYP W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE#5 THIS SHEET H3 (2)-2X10#2 SYP SEE GENERAL HEADER NOTE#5 W/ 1/2' FLITCH PLATE THIS SHEET H4 (2).2X121R2SYP SEE GENERAL HEADER NOTE#5 W/ 1/2" FLITCH PLATE THIS SHEET (3)-1314'X 11114 ATTACH TOGETHER W/12)ROWS 1/4"X 312' H5 LVL 20E Fb=2600 PSI SDS WD SCREWS @ 16. O.C. TYP. EACH SIDE H8 (2)-13/4'X 91I4 ATTACH TOGETHER W/(3)ROWS 1/4"X 312' LVL 2AE Fb=2600 PSI SDS WDSCREWS @ 16- O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1.-01-31-111, (1) (2) (1) (2) 4'4" - 9',0' (2) (3) (2) . (2) 10'-0"-1.6'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE let FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5, FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE .MARK .BEAM SIZE CONNECTIONS (2)- 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) Ose FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012' OR (2) SIMPSON HETA16 TO CMU O.C, TYP EACIII SIDE COL U.N.O. ON ROOF PLAN. (2)-2 x 10 #2 SYP W/7/16" CONNECTION: PROVIDE (2) OSEFUMH PLATE. NAIL SIMPSON LSTA24 OR (2) M SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING (2) OR (2) SIMPSON HI TO CMU ROWS OF 12d NAILS 6D 12' IDE O.C. TYP EACH COL U.N.O. ON ROOF PLAN. S (2)-2 x 12 #21SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS FLITCH PLATE NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EA7 SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4" x 111/4" LVL CONNECTION: PROVIDE (2) 2.OE Fb-2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS M4 1/4' x 31/ " SOS WOOD OR (2) I HT520 i0 WOOD POST SCREWS ® " D.C. TYP. OR I2) SIMPSON ROOFHETPLAN N CMU EACH SIDE. COL. U.N.O. ON ROOF PLAN. (2)-13/4' x 11 7/8' LVL CONNECTION: PROVIDE (2) 2.OE Fb=260P PSI. NAIL BEAM M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 01W O.C. TYP OR (2) SIMPSON-HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. 12) - 13/4" 16' LVL 2.0E Fb=26CO PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1./4' X 3 1/ ' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 1 W O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN C, RRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFr(Lb) C1 (3)2x 4#2S F (4)-led TOENAILS 0 DTT2Z W/ 1/2" WEDGE C$ (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4- X 11/2." 2145' BOB SCREWS (3) 2 x 4 SYP III -OR- (4) - ISO TOENAILS 0 DTT2Z W/ 1/2" WEDGE Fil (4) 2 x 4SPF #2 ANCHOR* & (8) 1/4". X 11/2' 2145 SDS SCREWS O 4 x 4 P.T.#2 ABU44 W/ 5/8' ATR** G = 6665 C5 ( ) SYP POST & 12 - 16tl NAILS U - 2200 O ex6 P.T.#2 ABU66 W/5/8"ATR** G=12000 ) SYP POST 2 & -16d NAILS U = 23DO ( C7 BXSPT.#2 ABU88 W/12)-5/8"ATR- " G-24335 ) ( SYP POST 18 & - led NAILS U - 2320 3.6 X 3.5 P.L. HDUSSD52.5 W/ (14) 1/4" x CB 1.8E Fb=2400 PSI 21/2' SDS WS & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** � C9 3.5 x 5.25 Pull HDU5SDS2.5 W/ (14) i/4" x F71.SE Fb-240D PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 OLMANIZED IF EXT. ANCHOR, OR ATR** 3.5 x 7 P.L. HDU8SDS2.5 W/(20)1/4" x C10 LSE Fb=2400 PSI 21/2" SDS WS & 7/W EPDXY M70 (WOLMANIZED IF EXT.) ANCHOR OR ATR**.* 5. x 5.251 HDU8SOS2.5 W/ (20)1/qq" x C11 LSE Po=240d PSI 21/2" SDS ws & 7/8" FPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDUBS032.5 W/ 420) L/4" X' 1.8E Fb=2400 PSI 21/2" SDS WS & 7/8' EPDXY C12 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2, ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR e" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF[C) COLUMN 15 INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) S. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (i8E) MAYBE SUBSTIMED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NMMON NAIL DIA, AIL vas. PIC GUN COMMON vs, GUN APPLICATION N� PNEUMATIC GUN DO NAIL DIA.-LENGTH NAIL SPACING 8d 0 131" X 2 3i" 0.131" X2 Sh. SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 101 OR 121 0.14B" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.14a" X 3''A" 0.131' X 3'A' NAILS & TOP PLATE 12d. 0.148"X3-A" 0.131'X3'A' aO.C.(COMMON) STUD WALL 6' O.C. GUN NA CORNERS um 0.148" X 3' OA31' X 3' 8 O.C:(COMMON) STUD PACK S".O.C. GUN NAIQ COLUMNS 16d 0.162 X 3 %- 0,131' X 3.'A' (2) 160(COMMON): SEE PLAN al of HOSE- BIBB0, VERIFY LOCATION W/ BUILDER 0 N N N 48'-8" 35•-4" 101-0 9'-9. 91-9" 10'-6" le4'-101. pl- - - - - - - - - - - --- - - - - • - - - - - - BM3 BM3 C6 CD11 TYP i S-3 i COVERED PATIO CONIC, PATIO iBM5 20'-O"x 10'-C" BM5 1O' 0"x 10'-0" 4,$„ 9. 4„ 5, 0„ 7,_4., 7'-0" 1 P 5,-4„ O C O I O DEL 25 SH 25 SH. 11 2868 25 SH 25 SH .EGRESS SN EGRESS NOOK VAULT CLG: MASTER --- a - -- -- -- ---- --G.T_-- -- -- ------.-r-- BEDROOM VAULT CEILING ------- -___.-..-_-.______._-._____,_--.___ _.___. _. .___._ __. _.__ __.__..._ ___ Z 4 , GREAT r - 1 q J I aY 312_ I I o UJ ? SLOPE VAULT CLG. „L . 11, 3 6" OA 36" FLAT BAR z y ip TOP ON 341fz" (n 8 ' U) X N WALL W/ 12" m G$ OO O.H. i, ¢; X Z 0' 3068 KITCHEN R/SH ------- -10'-0"FLATCLG.�`�A�I�'��•YICg6` ME=,:..,-a REF.VAULT" FS R/SH00 12'-2" 5'-5" 10'-11' 2'-0" 4'-0" E R M4/STUDY d0 in VAULT CEILING • DOOR, PER ACCESSIBILITY 2868 CODE 3,_5" DINING° N CO FLAT CLG. U) w [V ° W In O 5,-10" 4.-4„ M.ATHU(j!VAULT PROVIDE PLATFORM FOR HVAC UNIT - - Y - - - - - - - VERIFY SIZE W/ - - - .± iN R/S .,. .. .. .; MFGR 110 , n JL�..'r. , r 5,-9„ m N m lip ih N %2" 3,.6„ O� : v x'1 0 3 X 4 F.G. SHWR .::' U) o OD HANSON BOX W @ 36" AFF - " ' i W.H. NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IF BEDROOM 2 REQUIRED BY MUNICIPALITY. c7 i0 7 Q SEE SHEET 4 FOR DETAILS w VAULT CEILING LAU N D Ul DRYER VENT I THRU ROOF MAX LGT 35' 2868 12,_2„ 7'-6., 7 -9" FOYER 2668 VAULT CLG. _.fruf ATTIC ACCESS LOCATE IN FIELD ° BW2 22"X36"MIN I~ 3, 7. I I 4D. WF39 to S$ [00 G.T. ' , w it) w z .0 I I -'- ----- - - - - - - - BA.�2 N O H1 om 3 CAR GARAGE 3�sa VAULTE ESS 8' CEILING R/S g'-10„ 1,_9„ 4,-1„ MS 03 o N v 2668 E TRY 266E N BM3 -------------- --------------------- ---------" lit BEDROOM 3 41 W-O" CEILING ti MS12 ; S-2 S12 I ; ' O EGRESS 8' X 7I OVERHEAD DOOR iiI. X 7' OVERHEAD DOOR. DBL 25 SH 6.- 6,-4„ 6'-4„ 1'-10" 16 -1'-10" " .. 8'-0" ,-4" 19'-8". 10'-0" 111!0". 12'-8" 48'-8. 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 B +27.6 / -37.0 ® +26.5 / -28.8 O. +26.5 / -34.4 +24.5 / -27.1O +24.8 / -31.1 +24.3 / -27.5O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES m � 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'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12,7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15,9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills. In dwelling units, where the to located p of the sill of an operable window opening is I cat d lase than 24 inches above the finished floor and greater than 72 Inches abovethe ft 1 n shed grade or other surface below on the exterior of the bulldlrkg, the operable window Q shall comply with one of the following [3 listed methods]. END 5. R308.4.2 All windows within 2'-0" of doors and In shower or tub areas will be safety tempered glass. 6. Ceiling. for exterior entries and covered porches to have 7/16". Span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" CDX. iro 1X T&G acceptable for substitution. 7. EC; R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shell be weatherstripped and insulated to a level .equivalent to the insulation on the surrounding surfaces. B. M1502.4.5 Duct length O0 The maximum allowable exhaust duct length shall be Q 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" OSS on underside Of roof trusses shall be q attached to all framing members with 2x blocking in provided at p6dmeter. 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 ,HOSE BIBB REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUP" 4 N AREA CALCULATIONS 1st FLOOR 2004 S.F. TOTAL LIVING (AC) 2GO4 S.F. FLOOR PLAN GAGE COVERED ENTRY (BASE) S.F. 45 S.F.F SCALE: 1/4" =1'-0" COVEREDPATIO/LANAI 200 S.F. ELEVATION IIBII TOTAL AREA UNDER ROOF 3003 S.F. I aaa1111111TIJ ' `aaaa��0 TO. G�' •I 0V it l4761pf 4tA'L` a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ry Z > It Wo 0 0) 04 Crj tD V m 0) a 0 _I ED :m � LO o w JM(n(A VI Model Name / Number: 2000 VI Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-5450 Sheet: 2 Of: FLOOR PLAN - GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W M, OR BBERMESH /FISERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR HBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUR 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 I/8'SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT. MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12' BELOW FINISHED GRADE SECTIONS R409 1.4.1 THROUGH R409.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PER MARK SIZE DEPTH REINFORCING GRAVITY CAP bs F1.0 i' 0" X CONT. t. 0. 2 #5 E.W. HOT. 2000 F2.O 2'-0" X 2'-0" 11-0' 3 #5 E.W. HOT. 7200 F2g 2' 6' X 2' 6" 1'.0" 3 45 E.W. HOT, 11000 F3.0 3' -0" X 8'-0' 1.' 0" 4 #5 E.W. BOT. 16600 F3.5 31-6" X 3'-61 1'.0" 4 #5 E.W. BOY. 21500 F4.0 4'-O" X 4'-0" 1'-0' 5 #5 E.W. HOT. 28000 Fog. 4 6' X 4'-6" 1' 4' 5 #5 E.W. DOT. 345M 5 0 5'0. X 6'-0" 1'-4' 6 #5 EW. SOT 42500 F6.0. 6'-0" X6'-0" V-4" 7 #5 E.W. SOT 61500 LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING rL.UIVIDIIIU r%IJGI-R i 3' 4". 30' 6" : 4' 10" 10' 0" 9191, 919. 10' 6" ifl -------------------- --------------------- '-------------------------- F2.5 F2.5 F2.5I ; , 1 FM03 I I x o 1 I , 3.1 I ~ — o. 1 1 s M ' 4' 4" 7' 0" 2' 4" 318, ' 4" 3' 10" 3' 6" 3' 10" 3' 2" 3` 10" 1' 10" I TYP. @ER ; 'S CORN ; STEP DOWN ' ,_____________ 1 ___________ ____________ ___________________________________ _________________ _________ ___i HOSE ; '10 BIBB FM01 FMOl ' lip z 1 II I . l /42' i 16, 8.. 7, 10.. le d. 1 n1?YN1\ 111I1Ir,,i;' I iIIIIr � 1III dOS O S�pCr1--1=7 11SSS1S1l�S1'L\S \s PROVIDE EECTRCA PROVIDE CHASE & PLUMBING SERVICE FOR THRU SLAB @ ISLAND ' 1 LOCATION (REFER TO FLOOR) o I I , , FM 1 ' , , , v I � , 28. 6„ : 4,1 7. 9„ 1 2q5„ I I ' I llo I L --------- 43 I "I � I1 2, 2-" 3, 0" 7. 0" v oD r m FM01 b =JJ I = 3.1 ■ �: r —3X4 I F.G. SHWR `v I I 'i 4 JJ IM LL _ 1 o i0 WH FM12 3s ,O, - F2.5 I i `° b i FM12 i 'a.. W —�--------- 1 , STEP DOWN. 1' 10 F 2' 10- 2' 6" 12' 6" 1 7, 9" 21' 3" ;. y '-.;_:-�•-i_o-off' ' io To io i_ '' ' ,I ; 1 , i✓--� n Ir a FM12 I ' L j �`I LL"� JJ FM01 ti 3.1 FM02 1 ■ ■ - — - -------- - - —- —- STEPOWN� --------I—C.J. C a pa] o 00 b J ' ^ ~ V 1 'A I , 1 00 1 1 29' 8„ 1 FMO2 I ; 1 1 1 I HOSE ' FMOS 3.1 ' - I E ' I (2) #5 BARS I 3.1 (2) #5 BARS I F2,.5 t ' BBLO m I 1 m rh a ' W/IN EA. F.O. I WJINEA-F.C. - S:e-----------------' ■ ■ ■■ 1� 0" 19' 8" REVIEWED FOR CODE COMPLIANCE T, L.UCIE COUNTY BOCC FILE COPY FOUNDATION PLAN SCALE: 1/4"= 1'-0" ELEVATION "B" oea®eeTellEilJa p� y0 TO sd ° Teie1111"te -O. Dill 12 R l� .9 F In W � N d i n 9m@i HIS , § W ¢�r.ai nsm � ■a 0 m 2 J aR9 Z G ? N WWW.FDSENG.COM ❑ ❑ ❑ C Z m O Z N Z a Y a '-i — In C/1 C4 Q) Ln w Ln c V —N E " fi DAMS HOMEC I FLORIDA CONTRACTORS LICENSE NO. CRU330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: 0 O m Lo co i0 O � � O n m / 04 04 m N 0 eH M 3 0) m N O_ O J W Z r o _lmU)(n L' / Model Name / Number: 2000 / Plan Issue Date: Friday, July 23, 2021 I KA PROJECT NUMBER: 21-5450 Sheet: 3 Of: FOUNDATION 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. RI' REINF. OPTIONAL CURB FOR VARIES F.F. GRADE SEE PLAN MASONRY* ELEV. O'-0" ; a ^•;�- — W/ (1) - #5 BAR CONT. •, k * ��'W Oar-•,,. ff J. 25TORY: 20" X 20" REINF. cw W/ (3) - #5 CONT. SEE PLAN 16" (2) #5 -(2) #5 REBAR REBAR BEARING 16„ FMO1 SINGLE STORY FTG 1/2"=ro' FM02 SECTION @ GARAGE 1/2"=V-13" REINF. SEE PLAN -F>F ��may..,_ x -..._� ix • •K8. ' (1) #5 REBAR CONT. �se�unee FM03 THICKENED EDGE 1/2"=1'-0" ��..���o To �'�•,� (*) SLOPE MAY VARY 24" AXIMUM DEPTH.QpN S M•.;cS Gf,� IF GREATER THAN 24r' CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 4 ��.. NO PROVIDE 13" WIDE FRONT WALL •' �' RECESS AT GARAGE OF GARAGE ' DOOR. EXTEND 6" BEYOND OF F.O.M. EACH END, TYP. GAR. FlN. FLR. .p A s x O t 1 P vp1�a ALIGN DRIVE W/ BOTTOM OF !'• eeh �° RECESS & PITCH DRIVE cw ' 2 STORY 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) #5 CONT. LL JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 SECTION @ GAR. DOOR ismC1133 f SEE PLAN 9 wilt U8 3+. D'�S,yw�LLa � g z=o U�s 381e m ES ; a =ro" FM12 STEP DOWN NON BRG. 1/2 =1,_D„ z o0 SEE PLAN �'� a w,vw.Fosas.con+ ❑ ❑ ❑ OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" nuF1 SEE PLAN C9 ELEV. BAR WITH CURB I o w TYP. SEC. z m (1) #5 BAR CONT._ (G,C. VERIFY) Z o Z Z , •' •, , , F.F. REINF. ¢ �. s• a - (SEE PLAN) a. 2 #5 CONT. w +' # INSTALL LINING ` 2 #5 BENT BARS W/ MATERIALS PER x x• y y MIN. 25" LAP SPLICE Z m FBCtR P2709.2 y J MUDDED RR. '.# SLOPED TO DRAIN T#5ECONTT.k 00 FM14 SECTION @ RECESS SHOWER i/z' =rO" FM18 TYP. STEP FTG. DETAIL 1/2" = 1'-0' ALTERNATE:ZZ REINF. N THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN , r'S_ °� • _ CONTINUOUS AROUND CORNER. SEE FND. FOR v> BY COLD BENDING THE BAR WITH CI OD Y MIN. BAR LAP OF 25" QUANTITY Q d #5 X 25" X 25" L. CORNER BAR ONE N FOR EA. HORIZ II4 DAM HOME REBAR, TYP. U.N.O. a (2)#5REBAR ' 16". FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE 2 STORY: 20" X 10" 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE W/(3) - #5 coNr. GULFBREEZE, FLORIDA 32563 THRU FOOTING DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0 FM23 I TYP. FND PENETRATION 1/2"=1'-o PORT ST. LUCIE Job Information: WED FOR um L1ANCE 0 iE COUNTY �30CC �ILE COPY m O C LO 0) W o y m \ Y / N STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (D.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0',0" 2 -0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-8 >2'-0"-3'•1" 10" 10. 20" 24" W/(3)#5 BARS 6744 4 >3'-411- 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4_Tf Lu W/ (5) #5 BARS CONT. 1162# >4'-0". - 5'-4" 16" 16" 48" 46" & #5 0 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES• ^REINF. "I m 3 m . 1. VERTICAL IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW TRUSS AND AT THE MAXIMUM Z �. M F— 3. U W 0) d GIRDER LOCATIONS, a r n SPACING STATED IN SCHEDULE 0 J Ld Z SEE CHART.C.) -MAX F.C. 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND u n. " M ' /1 ' /� W V/ V SPACING (D.C.) aD WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND -� J VI Model Name/ Number: W.W.M. TO BE TIED TO #5 ERT. F.C. ABV. EON. #4 TURN BARS ARE REQUIRED ® EACH FILLED CELL LOCATION. EACH BAR TO REBAR 1) #5 HORIZ. COW. TIED TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4',0" INTO SLAB/ STEM (1) #5 ( EA VERTICAL REINF. BAR E NOTE 3AF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR 0 STEM #9 CONSTRUCTION FOR MORE INFORMATION 2000 WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK VI Plan Issue Date: _ 4•#• FIWNGISTAKINGPLACE (1) #5 HORIZ. CONT. TIED TO ^ , � ° ` : EA. VERTICAL REINF. B ° ` i, .16" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 0 16" AN GRADE-8^ MIN._ + y .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'A" Friday, July 23,. 2021 TO TOP OF „ - •.. - " 6.1 h + TALL (TYPICAL ALL CORNERS) STRIP Pre. , e'•' C. 6AF STEMWALL IS WITH IN 5'%0" OF POOL OR WATER FEATURE FOUNDATIONS VI KA PROJECT NUMBER: 21-5450 COMPACTED CLEAN FILL $ 'r 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. IN MAX 12" LIFTS 8.11403.1.4 MINIMUM DEPTK EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP Fro. W/ QTY OF K "MIN. COVER d -SEE NOTE 5 THAN 12 INCHES (305 MIIA) BELOW THE FINISHED GRADE OF GROUND SURFACE. PER SCHEDULE Sheet: Of: REINF. b. WHERE APPLICABLE, THE ®IPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) SECTIONS R403.1.4.1 THR6UGH R403.1.4.2. 3 ■ i 9. EXTERIOR SHORING BY CONTRACTOR ASREQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE NTS SCHEDULES & DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,004 x 3 = 6012 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 +40%OF 'A" = 00 x 24,562) = 9,825 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 =AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL T2x6 WALL (FLOOR TO CEILING) 1 2,$„ USE 2 RED HEADS--' I TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PROVIDE DISCONNECT AND GFI/WP OUTLET PER -CODE FOR A/C COMP. 7[T= INSTALL FAN BOX PREWIRE INSTALL FAN BOX PREWIRE, s �v " III INSTALL FAN r BOX PREWIRE INSTALL FAN BOX PREWIREt< WP 1 r --------- ....____. .... ..___. INSTALL FAN ® SOX PREWIRE GFl FOR D/W \+ r GGFII i p , , GFI 'I'I FOR HOOD CWi GFI. ,GFI: \ I :GFI 1 % GFI I �P'91AlSTALL FAN o 6.d BOX PREWIRE \ 0.. O O \ CHIMES FI ,\ y, a R 42 + 220 D _.J .H. GFI J U C� 42" v i \ GFI G I 1 I ` \ T "'�'TnC ECE"IC II \ I \�F RtQ'D BY CODE GFI GFI ' — - GFI @ 42" I FOR GARAGE FOR GARAGE DOOR OPENER DOOR OPENER �----------------- ----- ` , WP GFI I , I I I I \ ' GFI @ 42" H01 \ , , BIB 1 , ELECTRICAL PLAN SCALE: 1/4" = 1'-O" ELEVATION "B" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" ARE EXTERIOR WATERPROOF 12' AFF - GARAGE GENERAL PURPOSE 42" ARE 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 $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT Cn ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT � (b 220 VOLT OUTLET DOOR BELL I*SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING 'O THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING - I BATH FAN W/ LIGHT f C INTERCOM SYSTEM ® L.E,D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIF1' FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 =210 COPPER OR 410 ALUMNI, IN 2" CONDUIT METER MAIN DISCONNECT L200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYPELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # M COPPER TO WATER HEATER # B COPPER TO RANGE INTERSYSTEM # BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONSSHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. P", , ST. LUC'IE COUNTY pnr". "I O CV N LL jiv�p'A g"' E p w CD r gg m �mro sF 88 U8N m'n" WNn$ w a (pmm S a IL g `gym 2� m a a k sT=a 2 o d = o F s 21 z U S N ❑❑ ° § � WNNi.FD3ENG.0DM ❑ z o Z N 0 z r a n � N M L (Dou' C W 2 N -9m .lLL) —cm1 E I.._.I._... A DAMS HOME r ��•,��II1�11 FLORIDA CONTRACTORS LICENSE N0. CRC13"M46 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: �F LE COPY Z N 00 Oc Lo O � � M m • 3 a1 z H U m 0)° b w ZD ti - In L� J m U) (n VI Model Name / Number: 2000 ♦ I Plan Issue Date: Friday, July 23, 2021 ♦ KA PROJECT NUMBER; 21-5450 Sheet: 4 Of: ELECTRICAL PLAN 48"2RIDGE ENT 48'OFF RIDGE VENT TOP OF BLOCK o ITE TEXTURED DECORATIVE EMENTITIOUS COATING 3' 4", X 4'_0" TEMP. FIXED GLS. WINDOW FIN. FLR. CNTR. ON TUB TOP OF BLOCK II' 48" OFF RIDGE VENTli ® 12 �6 i0 25 SH 48" OFF RIDGE VENT TOP ro ----- FIN. FLR_.. RIGHT ELEVATION SCALE: 1/4"=10" 4V OFF RIDGE VENT E 25 SH f---- -- --- - --- -------- - ----� - . TOP OF 8 i T.O.W , 1 3" 0 3" DECO. STUCCO BRACKET SCALE: 1/2" = V-O" ; IN. FLR. i -- -------------------------------------- TEXTURED DECORATIVE 2868 DOOR IENTITIOUS COATING DOOR STYLE MAY VARY REFER TO SPECIFICATIONS BRG_@ENTRY --------- '--- 6" SMOOTH RAISED REAR ELEVATION CEMENTITIOUS BANDS RE — — w/ 2'-0" RETURNS SCALE: 1/4"=1'-0" 8" DECO. STUCCO TOP OF BLOCK HEADER W/ 4" OH — TYP. T.O.W. 1 i LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH LEFT ELEVATION SCALE: 1/4"=1'-0" oo� i0 DEH , FIN. FLR. — DEL. 25 SH E.Ell DECORATIVE SHUTTERS LITE TEXTURED DECORATIVE J A068 w/ 15" SMOOTH RAISED TYP. CEMENTITIOUS COATING fRANSABOVE L CEMENTITIOUS BANDS w/ 2'-0" RETURNS 16'x7' 32 PANEL OVERHEAD DR. I VENTILATION CALCULATION TOP OF BLOCK C FIN. FLR. FxjIE? ll E U FOR c;cc sPLIANC 'ET. LUCIE COUNTY CC TOP OF BLC FQO o in ❑ ---FIN. FLR. 8'x7' 16PANEL OVERHEAD DR. FRONT ELEVATION SCALE: 1/4"=1'-0" o rLU CNI 04 1pp® i933 CaT91j1 7, N 'O $$g>$yRC103 W to W Ir F v 0f Q CO I, 3 eg� Bit! 4 �,�13 "'• vi � I Des~� ° w 0 °m Z O ate$2. $ems fi n ,WAi-Gil m po] lu L) $, $ �'� www.wseNG.conf ❑ 0I'i cl'. z J � a z N LO L2 i � i4 j47 , l � m lJ — rye, O W 2y 1 U E I m $ .I x C) 00oy c aD v l Q N d n°o DAMS HCMB FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 FILE OP K. I— D LO W O ✓ m fG N 3 � —i Lli ^M EL J W U) (n VI Model Name / Number: 2000 Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-5450 Sheet: Of: ELEVATIONS - B T.O.W , 1 3" 0 3" DECO. STUCCO BRACKET SCALE: 1/2" = V-O" ; IN. FLR. i -- -------------------------------------- TEXTURED DECORATIVE 2868 DOOR IENTITIOUS COATING DOOR STYLE MAY VARY REFER TO SPECIFICATIONS BRG_@ENTRY --------- '--- 6" SMOOTH RAISED REAR ELEVATION CEMENTITIOUS BANDS RE — — w/ 2'-0" RETURNS SCALE: 1/4"=1'-0" 8" DECO. STUCCO TOP OF BLOCK HEADER W/ 4" OH — TYP. T.O.W. 1 i LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH LEFT ELEVATION SCALE: 1/4"=1'-0" oo� i0 DEH , FIN. FLR. — DEL. 25 SH E.Ell DECORATIVE SHUTTERS LITE TEXTURED DECORATIVE J A068 w/ 15" SMOOTH RAISED TYP. CEMENTITIOUS COATING fRANSABOVE L CEMENTITIOUS BANDS w/ 2'-0" RETURNS 16'x7' 32 PANEL OVERHEAD DR. I VENTILATION CALCULATION TOP OF BLOCK C FIN. FLR. FxjIE? ll E U FOR c;cc sPLIANC 'ET. LUCIE COUNTY CC TOP OF BLC FQO o in ❑ ---FIN. FLR. 8'x7' 16PANEL OVERHEAD DR. FRONT ELEVATION SCALE: 1/4"=1'-0" o rLU CNI 04 1pp® i933 CaT91j1 7, N 'O $$g>$yRC103 W to W Ir F v 0f Q CO I, 3 eg� Bit! 4 �,�13 "'• vi � I Des~� ° w 0 °m Z O ate$2. $ems fi n ,WAi-Gil m po] lu L) $, $ �'� www.wseNG.conf ❑ 0I'i cl'. z J � a z N LO L2 i � i4 j47 , l � m lJ — rye, O W 2y 1 U E I m $ .I x C) 00oy c aD v l Q N d n°o DAMS HCMB FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 FILE OP K. I— D LO W O ✓ m fG N 3 � —i Lli ^M EL J W U) (n VI Model Name / Number: 2000 Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-5450 Sheet: Of: ELEVATIONS - B - _ - SEE DIET. TB03 FOR WIND SPEEDS < 155/C MPH G.C. TO PROVIDE BLOCKING TO COMPLY W/ ADA RECOMENDATIONS FOR SPAN RATING OF SHEATHING SEE "HIP/RIDGE BLOCKING' DETAIL 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 1S5/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. 0 o v o 14 IF V w on v 4 C7 Q IF Q Dk - - "X" DETAIL BRACE TBO1 SEE CONTI BRACZ aj c6 UOUS 2 X ! N BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - _ _ _ _11 _ _ _ - 5< _ EQ. BOTTOM CHORD ABLE END BRACING @. OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. R FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) 'T BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY Is EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE [4;12]-[12:121 (SO FEET) (-) VALUE DENOTES SUCTION a=4R 14 1 AREA ROOF 1 2e 2n 2r 3 3e 3r* HIP -37.02 -51.06 1 1 -51.06 1 -51.08 10 GABLE 1 -37.00 -37.00 1 56.98 1 -58.98 1 1- 99 -78.03 ROOF NAILING SCHEDULE/ NAILING ZONES (BRING -LE AND TILE): T ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 8" 0.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ZONE 3, 3e, 3T ASTM F1667 IEI (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O O SHINGLE: 1132" EXP. 1 ('20) 1 1� TILE: l32" EXP. 1 ("20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO.8d (2 Ba' x 0.113") NAILS �L.. Ta I' r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2YR" x 0.131') NAILS OR ASTM F1667 RSRS-04 (3' x .1207 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,C 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. A MINIMUM IB" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN V- G) NAIL AT BASE 2 ROWS @ 4" O.C. v4 Ed COMMON NAIL © NAIL AT TOP PLATE TWO ROWS@ 4" O.C. wI Ed COMMON NAIL. © NAIL OPENING PER METER w/(2)ROWS 94"O.C. w) ad COMMON NAIL O NAIL INTERIOR AT TO.C. w/ ad COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" D.C. WI ad COMMON NAIL O PLYWOODSPLICES@ HEADER -NAIL SHEATHING TO HEADER wlad COMMON NAILS @ 4" O.C. (2) ROWS Q TOP & BOTT. © (2)ad NAILS 03"O.C. TO EACH TRUSS END OR 0.0 VERTICAL MEMBER IF GABLE END. EXPOSUREI tjI III SHEATHING I 11 II It 1 PROVIDE BLOCKING I If II I AS REWIRED PER SECTION X-X IF NOT _ I - I.li- II _I FULL HEIGHT SHEET - -- - _ - FLOOR SYSTEM NOTE: Ed NAILS FOR WALL SHEATHING MUST SE MIN .131' X 212". DONOTOVERDRI NAILS FASTENERS SHALL NOT PENETRATE SURFACE MORE T 34 (2).2K TOP PLATE BEYOND /� 15132' OSE EXPOSURE 1 / SHEATHING II ----_-- _ II II Y" l fIf 11 IL II I F II II II II II 11 /, SOLID 2x BLOCKING �o I I II II II I dD ALL SHEATHING III III 111 III II II II I 11 II II 1 EDGES � x rn III III II I II I (SEE SECTION X-X) pr III. III II II II 1 VI I III' C III II I III III III OPENING III III If L__ II II 11 I II 11 1 I JL __ III III 111 III X II II I10. ¢. IB 1j1 C 111 L J I 11 II EL w - n III III NI K II II-. I III III -Tr III II If II 11 II 1 H ill ----If I I I if 1111 11 11 II I 2x STUDS BEYOND. w w 8 III )III I I I 11 fill II IL I III II II 11 'll II 11 I SEE PLAN x -+ �� III IUII1 I I 11 1 IT )III II II II 11 I II II 1 I III 111 I I 11 1 I I 11 fill II I II II 11 1 11 It 11 I o N- III 1111 I I 11 111LL-- I 0 1111 II II 11 I II 11--_-11 I ALL SHEATHING 2.RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL WALL E 3/9' Fro: p SPACI 314' � s * 12 SINGLE NAIL EDGE SPACING ��kF< �M0 `v cq�w '�-2X4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2X4 III TURNED VERTICAL W/7116" FUTCH PLATE TO W/ R) 12d TOENAILS EA. END. NAIL FLRCH PLATE TO VERTICAL W/ (4) Ed. NAILS (2) ad NAILS w 3" O.C. SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATIO AND NAILING SCHEDULE�N-Ts. CONNERORSCXEDULEFONNDAMS HOMES-3000 EIev B3CF w/10xE0 Unai ThUR ID.'. POINT REARINGUPLIFT MU55ARUAL CONNECTOR ID CONNECTOR UPLIFT DEIGN RPtING FASTENERS NOTES AU9 NS BOj, 006, B14. DOSDOi L/P -139E n on IT, HETN6/HETAl6 IE1Op/18lUp (1)3Otlx (9)1Gd, 11/2" A1s L/C -21250 orle (1)HEWl6/�1)XCTA16 z36sp/z36sn SDI ECtlx 1-1/2" ICI ICE x 1-1/2' OFF. MEI CI 151 1" CSV, E4,'4A E2, L/R .1194N , I— XETA36/III TRG. FR 1IT. (1)1Oa A1-1E, PV, WEEWEE,HE HIV - L/N BD6xo, 1., III HETA16/III TRUSS MER 2365p (10)10d, 1-1/2" W1A COM RR6 -III E or I., NAGA (1)'Id @9 OC. SEE EFTALGE9I/S4 C1P C5P-EIP,H7P L/R -454p"rlets H10A/PERTRUSSMFR IDAM DF)IUXIl/3 G1S C5R L/R -IEFOorla PERTRUSSMFR D09. L/R 546ENo,1e55 MGT/(2)RITE 3965p/9450p R2)ICo R)1/4 A SDS SCREWS I1)5/0"AIR W/12 EMBED W/ 5(2)1/2 SET EPDXY@OLTS R)�/2" x5AFENHV00 LT5. @EA EGrn GOBS L/M/M/R .7n rles FEE TRUES MFR/HETA16/HRA36/ .,.,I9 1.1./161Dx/SB1op (9)302N31/1 (91Dtlx 11/2 ICE x 1 1, LOl L/R -(@14 Narie (E)HREC/(2)T.D 26ROp/2620p 141I I01x 1 46 lEdxl-1/E' mz L/R 960 p one„ HICA/NmA 1De0n/IDOUR !18)10axI I/2 IR aallz 7.0. MANUFACTURER_ IFIRL1111 DATE OF,AYOIIT'. _ DATE OF TET. C- SHEFTi 4/4/71 L•LE7,,R =RIGHT&M-MI DDLE BEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSSMAWFACNRER 5 TRGES ORAWINGS AILCEENNECTdRS ARE SIMPSON MOEGCTI IMUJJ LMTUUI D SCALE: 1/4"=1'-0" ZITERIA EAVES U.N.O. SABLES U.N.O. A .EVAnON SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE HARKj1RAE CONNECTORBFA$TENERS SPF SYP CONNECTOR &FASTENER& SPF SYP OO A HETAT6 w/(9)10dz11/2"OR 1810 HTA1B w/110)10dx 112"OR 13B5 1870 Y HETA20 wl(9)IOd x 1112' HTA20 w/(10)10d x I I& O O H2.5AW/(1O18d NAILS 536 565 R"f7Awl(10)Bd NAILS 515 am © TO H10Aw/(18)IDtlz11/2" 1015 1040 RTiBAw/(17)i0tlz112" 895 1020 H10A-2w/(18)lOdxl 112"AT2PLYTRUSSE9 936 1080 RT16-2w1(16)10dxl 1CA72PLYTRUSMS 936 1060 OTO MTS72wl(14)10dx112"(ATEXTERK)R 8� MTW12 w/(14)10d x 1117(AT EXTERIOR100E 119E LOCATION INCLUDE(3) 12G TOENAILS) LOCATION INCLUDE(3) 12d TOENAILSOO MGT w/(22)10d NAILSAND SR" A.T.R..112- 3 330 MUGTIB wA28)10d NAILS AND SIB' A.T.R w/ =0�Y EMBEDMENTrd SIMPSON'&FP EPDXY 5 12"EMBEDMENTW SIMPSON"SET"EPDXY FRAME TO HTS20 wA24)10d x 11/2"(AT EXTERIOR HTW20 w/(24)10d z 112'(AT EXTERIOR O FRAME LOCATION INCWOS (3)12d TOENAILS 1t25 1910 LOCATION INCLUDE(3)12d TOENAkS 1285 1530 QFRAME TO (2) HTS20 w1(48)lOdx 1112"(ATEXTERIOR 2210 (2)HTWZOw1(48)tOdxl 1/2'(ASEXTERIOR 2570 3060 FRAME LOCATION INCLUDE (0)12d TOENAILS 2820 LOCATION INCLUDE (6)12d TOENAILS (EA) HGT-21(16)10d NAILS AND (2) SW A.T.R. HUGT2wl(16)10tl NAILS AND (2) W8" A.T.R. © FRAME TO w/12"EMBEDMENT w/ SIMPSON"SET' 10690 wl 1Z'EMBEDMENT w/SIMPSON"SET" 7020 9790 MASONRY EPDXY (HGTJ FOR 3-PLY) EPDXY (HUGI FOR 3-PLY) OFRAME TO FGTR w/(10)1/4"x3-SDS WOOD SCREWS' 3400 RFU9 W1(12) WS3 WOOD SCREWSAND 710D H MASONRY AND (2)12' x Y TITEN HD ANCHOR BOLTS 4725 (4) 3M' x 0" WEDGE -BOLT (1) L3172 w/(16) ISO SINKERS J7 FRAMETO &(7)414"x2-1WTITEN2 1750 2030 MASONRY SEE NOTE#0 BELOW FRAMETO (2)LGT2w/(32)16d SINKERS&(14) (2) LUGT2 wl(32) 16d SINKERS &(10) J2 MASONRYI 1/4"x2l/4" TREN(2 PLY TRUSS) 3500-M 406ON 1/4"xYWEDGE-BOLT(2 PLY TRUSS) 31OGM 3100-M FRAME OR(28) 16d SINKERS FOR FRAME (EA) 3240-F 3770-F OR(32) 1 Ed SINKERS FOR FRAME (EA) 3800-F 4520f J3 FFFRAME (2)LGT3 w/(Y4)FIN' .3-SDS SCREWS &18)3/8'xb"TITEN (2 PLYTRU99) 4730-M 66704N (2)WGT3 w/(24) 1 W x 2 la' WETS SCREWS &(4)3/8"x b'WB(2 PLY TRUSS) 6480-M 70SO-M MASONRY) FRAME OR 15211Btl SINKERS FOR FRAME IEAI 5010.E 6980.E ORf5941ad 61NKERS FOR FRAMEfEA1 6680E 7710-F ©BEAM TO MA60NRY/ HU46 OPT HUG40 wl(0) IM NAILS A (12)1/4°x2B4"TREN (TO MA8J GIN 540 UM9a0 430M U#1135 H04BOPTHU46w/(e)IMNAILS& (12) It*' X 23WTAPOONS(TO MAS) Gp1625 U#1030 G lfi UIp50 FRAME OR (12) lad & (0)10tl (FOR FRAME) SYRF SYP-M OR (12) If & (6)10d (FOR FRAME) SYP-F SYP-M (2) HETA16 OFT (2) HETA20 1920 1920 (2) HTA16 OPT (2) HTA20 1870 OFRAMETO 1-PLY w/ (1O)10d x 1 112" OR 1-PLY./ (l%IOd x 11/2" OR MASONRY . 2-PLY w/(12)1fid 2�5 ' 2 PLY W/(12) 16d 2,t3O WSM16 w/(8)100 NAILS AND (4119V 11C BOB 1110 HRVM16./(8)iDBNNLS AND(4)1/45A314" 1145 1225 FRAME TO T QONS WEDGE T ® MASONRY HTSM20.1(10)10d NAILS AND(4)1l4'X21/4' am 1110 H7WM20 w/(10)1OtlNAILSAND(4)1/4"xi314- TAPCONS WEDGE -DOLT 1145 1225 TO H40S w/(8) Sd x112• NAILS AND 319-A" OFRAME MASONRY TITAN HD 780 910 DT72Z w/(8) lWxl 12'$DS WOOD DTB-TZw/(8) V4' xl 12'W3/5 WOOD O FRAMETO SCREWS AND (1) 109 AMR. EPDXIED wl JOBS 2146 SCREWS AND (1) 1 W 6 A.T.R. EPDXIED W 1510 183E MASONRY SIMPSON "SEP (SEE NOTE IN) 1 SIMPSON "SET" (SEE NOTE 94) FRAMETO HTT5w/(26)1ad x21/2' NAILS .AND (1) Sib" 8 HT745 w/(26) tfid x212• NAILS AND (1) ® MASONRY A.T.R. EPDXIED .1 SIMPSON'SEP' 4375 5090 `W O A.T.R. EPDXIED W SIMPSON'SE - fi006 (SEE NOTE#4 BELOW) (SEE NOTE94 BELOW) HTT4 w/(18) FEE! x212'NAILS AND (1) SW 8 111 w/(1S) 16d 1212"NAILS AND (1) ' 0 FRAMETO A.T.R. EPDXIED w/SIMPSON"SET' 3540 4236 S'ST A.T.R. EPDXIED W SIMPSON"SET" - 4160 MASONRY (SEE NOTE#4 BELOW) (SEE NOTE04 BELOW) OFRAME TO H10S w/ (24)1Od x1. 112" NAILS 795 910 LUGT1 .1(23) ad x1 12"NAILS 975 1045 FRAME OU FRAME TO HM9KT w/(4)//4"X112"SDS WOOD 760 780 RT1 am w/(9) IM x 11 W NAILS& 1385' 1395 MASONRY SCREWS "TAPCONS (4)l/P x 13W"TAPCONS FRAME TO VGT W(16) 1ANY SOS WOOD SCREW$.& 0 MASONRY (1)5l8"6 A:T.R. EPDXIED W/ SIMPSON*SET' 3655 4940 wI1T MIN. EMBEDMENT FRAME TO (2) VOT w/ (32)1/4• TI SDS WOOD SCREWS 0 MASONRY &(2)S/8"O AT.R. EPDXIED w/SIMPSON 5170 7185 -SEP w/ 12" MIN. EMBEDMENT FRA VGT w/(16)1/4"XX SIDS WOOD SCREWS & MUGT15 w/(22)10d NA1L9&HIT45 w/118) -4150 O FRAME ME HDU4B0.42.5w/(10) 1 RtN2112" SDS WOOD 3211S 458S 10d NAILS &(1) Sir A.T.R. - SCREWS &(1) 51111 A.T.R. (2) HI w/(52)ifid'M/2" NAILI (2) HTT45 wl(52) 1 Gd'x2117 NAILS OFRAMETO Y FRAME 1 (1) 516"B A.T.R. (SEE NOTE#4) 4371 5090 &(1)Wa"6 A.T.R.(SEE NOTE 4W) - SON NFNFRd MN.FM(W NDTGV' 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS i BEAMS W(2) 12d TOENAILS 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BYTRUS9 MANUFACTURER U.N.O ON PLAN. 3.. G.C. MAY USE EITHER SIMP$ON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP NI 2"x4"TO TRUSS VERTICAL WEB vM W ROWS OF 10d NAILS3" O.C. STAGGERED. 5. IT MIN. A.T.R. EMBEDMENT 9 CMU BOM BEAM U.N.O. 8. SCAB TRUSS CHORD w/4'A°2x SYP t2(MATCH CHORD LUMBER SIZE) W(2) ROWS 10d III P FROM END &4-O.0 STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH A8 POSSIBLE. AO MINIMAL CONNECTOR ONO ON FRAMING PLAN i. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALLS/ LINTELS) OF WALLS UNO ON PLAN 2. CONNECTION AT 24"OR W D.C.PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FBI2183.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (COPNER JACK) TO MASONRY WALLSIICF WALL&LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX .I(2) AT EACH CORNER G.C. TO VERIFY LOCATION DOES NOT CONFUCT w/TJI BF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WAWBEAMS w/ (2)12d TONAILS O MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOODWALL OR BEAM © MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTKIN FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH,) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905,1.1 - - - NOTE TO FRAMER - - IF 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 CONSTRUCTON 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 iEVI W D FOR ° FF COMPLIANCE ''. tI IF COUNTY 0cc "-4" ROOF O.H.TYP.I 0 - METAL DRIP EDGE + C.M.U. OR ICE WALL o 2 x SUB-FASCIASEE TYP. WALL ALUM FASCIA ~ SECTION - 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL _- @ 12" O.C. ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/a"=r-o" T . AFL T 1) 1L91iP 12P7P{ Q T o r' n A51AAP ( Av AS E iH •'a �`v �4 0 Y� . ills 4 TO li m LO g J - @@ W ro $ m g ,Yi� yJJk qJk 25���2 s 2�£g �#�JJ QXL ch�O LL LL IL Q g "�SmE WNNF� W D. G• - J� 2 yw Lbw d W z ' E' az� Q OJLL�S w it. SR'8 ¢ oLL ? If�imNj6 J LL qq S�EER� a 0 o N o IT W FDSENG CDN UI - O z V zy � - J N a - LOT Z IN C CO W C In � Ln w g Ln c m In W M .... _ E W L � Ogg E t k E=� C4 O 4C N A DAMS HOMIC FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: ® FILE_ m O c-I LUO Q c 0) 47 y M 4..a co 33 d N d 0 - ED � o. J M (/) 0 U1 LL Model Name/ Number: 2000 VI Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-5450 Sheet: Of; TRUSS LAYOUT PUFT LOADS FOR: STANDARD LIN1 APPLIED 1 TYP. TIE BEAM W/3000 F.B.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(8) - 10d X 11/2 SP6 OR SPS FOR 2x6 AND 2x8 WALLS n DOUBLE 2x TOP PLATE. STANDARD HOOKS SEE MSOS FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. ,t INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL. 8" C.M.U. 2"x #2 SYP/SPF P.T. Al (3)1/2" X 8' "1" BOLTS OR (3) 1/2- X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILT] TIXONI NAILS 2x BASE PLATE SEE • _ _ _ - - PLAN FOR MORE INFO 1 MS031 aa.xc^NOV nn KIK[l= xTInKI MUTAII` I N.T.S. 1 20" MIN. LAP #5 REINF. BAR #3 OR #4 REINFORCING � BAR L tom" I 25" MIN. LAP #5 STD. 90p HOOK #5 REINFORCING BAR #F 1 AP SPI ICF SCALE:1"-1'-O" 36 #6 REINFORCING BAR • GRADE 40 U.N.O. #B UP SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2aA" 12' O.C. 1 2 x 6 1/4" X 23A" 12" O.C. 2 2 x 8 1/4" X 23A" 12" G.G. 2 NOTE! TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST- --- ' iUNTEL w (:a 2X P.T. i BUCKS W/ 2/2" O.S.B. BETWEEN � I i FASTEN PT NAILER TO ' MASONRY I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25° LAP(AC1530) CC INC. SLAB SEE F UNDATION PLAN F RMORE INFO— NONSHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL FILL BLK CELLS WITH 3000 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25` (ACI 530) a°a _IX IIHi�IIOIII1fI1H�I1111N1i�=�1 I MS02 TYPICAL SHEAR WALL SECTION N•Ts I- , LINTEL PLAN SCALE: 1/4"ill ELEVATION f1B'I GENERAL NOTES 1: AREAS OF BLOCK ABV: MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O, 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN, 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE UNTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCRETE F= RULED WITH GROUT/ U -UNFILLED ATTOP Q'D R =PECE95E0 #6 CLEAR REISAR IU BORON �RE84R OF LINTEL CAVITY TOP MOCK OUT NNTEL BLOCK COURSE 8F16 1B/1T q 1� }II GROUT „ I. I LOUANTP`9P WIDTH #5 REBAR AT REBAR AT TPON OF NOMINAL J TOP NTEL CCAVITY HEIGHT RON REINFORCING ONOEO IN LINTEL AB TVPF DFRIGNATIOM NOMINAL MUTH GENERAL CONCR1411� MATFRIdI C (:FNFPAI INST411 dTIhN NGTFA 1. fc precastllmel MOD I. -, Pmnl Nil nxaW head and bed Ideal 2. fit prestressed Uncle =6000 pal. 2. Shore Riled lintels as required. 3. gmutedica ASTM G1T61'g=3000 psi w/ 3. hetalletlon o111raN musk canptywl6r lha erchitec6xml end/a struOOael drawings. 4. matlnxm�gegae and 6" tc 11' slump. q. U-LlrRela am menufx[ured with S1/2' bng nokhea et the ends [o exommodete S. Concrete masonry unfits (CM0)per ASTM C90 w/ vadlcel call reinbrclrg and gmutlg. mlNmum netarea compressive so-ength=209prd E. All llrrlele moat or exceed L/SW vareael deflection, except IIhhes 17'4"end 6. ReLar per ASTM A616 Grade BD. longer with a minimal height of B" meet d, exceed L/180. Preso-essing mrard per ASTM A418 grack 6. BOBom field added reberb be, balan ed st the bottom of die IInW cavity. 7. 270 low relaxation.i/92" diameterwinestirrups era waked!b LM1e baCom steel for mechanical anchorage. 7/32wimper A6TS CasNnplace concrete ma/ be pmvkai In composite Traci in Ilea a concrete B. MOM par ASTM C270 70 type Md,6. masanryunha- 9. Safe load stings based at ra6anal desk anabaie pe• AGI 318 and ACI 930 10. Florida product Approval No. 158.1 d1. The extend, audece of Ilnbb natal In exterior concrete, masonry welb 0.0 hwe a =q of sldccp appuad in scoardance with ASTM C 926 or all approved coal 12. Untds ceded la u lleneamly wfth vantcal Wevity and applm) and hahantal lioterel; Ioacs aloud be, checked far combine load Mwith the following equation: Applretl reNcel bstl Applied hoNmnlaU load < LO Sees valtield IOC Safe hodeantai low 10M) 10,70 BRPS-08/1T 8198013/l 90 0 ; HO 8RF1418/1T SF18-iB/iT '0= O O © O .`'O,' °r.p• ,D 8F20-1S/1T O O. O O 8RF22-1B/1T 8F2418/1T © 81 Is/IT O O 8F32 1B/IT — FORM R GROUT SOLID Q 84-1B/1 #5 BAR CONT. RM85 1211 LINTEL DETAIL 3/4"=r-o" HURRICANE D ANCHORS (TYP.) q,"i®ia0 a-T 0 r? L I 1^ 4t } .. X� '" % fTj r {IV 16P I:Sd9 �� �I $ m 00 Ill � III s W r C$�g f g�g g D hTd ii coo I'J vmot� W „m ow 4 8 a 6l s a ALL. d vi y gdgE CO iy� 3 c LL T. n Pry ad p s@ 9 Z o U a� C.)gg e 2 U J rp 'L" `e WWW.PDSENG.COM ❑ ❑ ❑ Z K O o Z N O Zto Q 3 J N a k# z IG Z N O� am. w f LIT f L, a an F -Q N om FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 REVIEWED FOR CODE DIVISION LOCATION: � �%COMLUCIE PLIIANC PORT PRECAST -On LINTEL W/3000RSICONO. R6LFFBRLELI000NT' ® Job Information: AT OPENINGS SEE GENERAL CONCRETE WITH TOP QEl LINTEL SCHEDULE FOR REQUIRED U REINFORCEMENT 10, STD. 90 HOOK in n REBAR ON BOTH SIDES OF OPENING U.N.O. STD, 80 DEGREE_ ANGLE 3000 P.3:1. CONIC. W/1 95 D ! REBAR PROVIDE KNOCK -OUT . BLOCK FOR FIRST •' COMPLETE CMU COURSE ' BELOW SILL &FILL SOLID :. W/ (1) 95 BAR FOR ALL . - WINDOW OPENINGS S'-6" ANDLARGE 8°8` U.NX.O,1 kiCMU%8" • • ..•^:. • •°. • '• ., •°BEE FOUNDATION PLAN BEE FOUNDATION PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT del LL lance— TYP. BOND BEAM K.O. LINTEL BLOCK Lam. ul FILL W/3000 P.S.I. CONIC. W/1 #5 CIA. N m REBAR >ly6 60 ru � bill S U INDICATES FILLED CELL FROM #. TO L� v LJJ 0 a BAR M N. 1 If5 ® nryel LI-II 04 (— O J W U) /� V ///'�� J LO LL. ♦ Model Name / Number: 2000 TYR DOWEL25' ® Plan Issue Date: MIN. LAP (ACI 530) Friday, July 23, 2021 ♦ KA PROJECT NUMBER: 21-5450 Sheet: S.j. Of: LINTEL PLAN 12 SEE PLAN , , i RUSSES WOOD TRUSSES @ 24" O.C. i , I I 5/8" OR 1/2" DRYWALL— . HIGH STRENGTH CLG BOARD CONNECT ALL 2x STUDS TO TOP PLATE WITH (4) 16d TOENAILS 1/2" DRYWALL ,, t DPTION; MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT B" O.C. VINYL. FRAMED WINDOW W/ SCREEN— . (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE; 44" MAX. SILL MGT. ON ALL BEDROOM WINDOWS. 2x6 #2 SYP P.T. W/(2)'W'xS' 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" r 1/2" X 8" A.B. W/2" °0 7' BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. J P CONT. P.T. #2 WOOD SYP 2" X 6, TRIM o 0 % / SECTIONAL OVERHEAD DOOR 0 r 2"x6" P.T. WOOD JAMB Y DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB TYP, GARAGE DOOR ;4 TRACK MOUNTING DETAIL 0 w AS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.s. BLOWN -IN R-301NSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE RAFFLES BLOWN -IN R•30 INSULATION PER 12 AT EAVES (FOR VENTED ATTICS) OR FBC AND ENERGY FORM SUBMITTED , FIBERGLASS SHINGLES ;� SEE PIAN TILE ROOF (PER ELEVATIOON). WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES ' \ PER FBCOVER PROVED UNDEE ARA YMENT (FOR VENTED ATTICS) PRE ENGINEERED WOOD PER FBCR 905.1.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE - FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. [RSH) - ON FRAMING SHT. FOR TILE ROOF (PER ELEVATION) i SHTG & FASTENERS. OVER APPOVED UNDERLAYMENT �( , PER FBCR 905.1.1.1 OVER ARA ROOF SHEATHING - SEE SCHEDULE- TRUSS ANCHOR (SEE PLAN) [RSHI - ON FRAMING SHT. FOR _ _ _ SEE PLAN FOR SHT'G:& FASTENERS, 5/8" OR 1/2" DRYWALL 1 : �; , BRG. HT. ' HIGH STRENGTH CLG BOARD TRUSS ANCHOR (SEE PLAN) , ETAL DRIP EDGE TO BE INSTALLED ON OUTSIDE FELT PAP S PLAER FACE' TRUSOR - ZX SUBFA5CIA TE 3/4" P.T. NAILER •� SOS SEE ARCH. �-METNL DRIP EDGE. 1/2" DRYWALL 8 x 8 x 16 K.O. rl CURTAIN NAILER n LINTEL BLOCK 2X SUBFASCIA 1 x 4 P.T. @ WINDOWS n O,H. W/ (1) #5 DIA. REBAR & 1 x 8 P.T. @ S.G.D. SEE ELEV. 3000 PSI CONCRETE SOFFIT. SEE ARCH. " PLANS PRECAST "U" LINTEL N i SEE SCHEDULE N SEE PLAN FOR HEADER SIZE N N V J i 15/32" OSB EXPOSURE 1 ON O.H. EXT.1 WALL W/ ALL EDGES BLOCKED. r SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL MGT. ON A FILL CELL-(1) #5 DIA. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI n CONC. ALL LOCATIONS h SHOWN ON FOUNDATION N & FLOOR PLANS N tr N r CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926-98A 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE T813 1/2" DRYWALL ON SHEET 6 FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR W L SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ /2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIF APPLICATION HD) w/2" WASHER AT 32" O.C. MIN 6" FROM END -SEE W507 WOOD BASE FO TERMITE SHIELD SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OFSAAB goGRADE g CLEAN 3 COMPACTED ,�-i ,•�{.. FILL TT SEE FOUNDATION PLAN FOR FTG REQUIREMENTS VS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"-I' .14 VINYL FRAMED WINDOW A W/ SCREEN WINDOW STOOL PER SPECS „ n PRECAST CONIC SILL REVIEWED FOR PAPER BACKED FOIL R-4.1 N "y a^�COMPLIANCE CODE. INSULATION AT CMU BLOCK WALL PER F8C AND ENERGY FORM .SUBMITTED N ,r EXTERIORFINISH- -�/ �C LIiCIE COUNTY WITH PERMIT (SEE ELEVATIONS) ec�7T. V APPLICATION o('� (.� 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - ZS" BOC "' 1 x 4 P.T. ',, EXTEND (ACI 530)ABOVE BASE NAILER SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN SEE: FOUNDATION PLAN FOR ' SLAB INFORMATION _ TOP OF SLAB , to , GRADE I b 'SEE PLAN FOR - N RE -BAR QUANTITIES " .. SEE PLAN SEE FOUNDATION PLAN WS01 I TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" 1 ``'tyaaaae¢®ep,PP e�aY LO ........ SF �/J`i tNu 4� • K l P Gl OCP. Qo� L l of-0t �nV g a m Do c� 8'0 (A a a g a �9LL W - vm e nP Z= xx 0. 4 6 ([ IL I m B e] 0 o r3 0 �rv5 m J y V, ww SE Gem ❑ ❑ ❑ O CD Z — O Z N d ti — u> z " m n�1 JJ W y LL QDLn w i no I'13 O �MN f ( ml1. o U of 2: 0—� O c�0 $ o�N Q NOb0 ' m FLORIDA CONTRACTORS LICENSE NO-CRC1330140 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE T JJob Information: F a W O C o N (+) � m d �y N Q J LL ZD ti LD o JmU)U) Model Name / Number: 2000 Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-5450 Sheet: w of TYPICAL FRAMING DETAILS �MC � m W 1" vu" vms 4 Q Q (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED led ROWS OF STAGGERED IBd COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", Lr 3") OR EQUAL OUTSIDE FACE) TB2"�L, I DE FACEI E0.162 INTO".L= (D - 0 1NE 34/2" OR EQUAL ID =H 31/2CH OR EQUAL 1)LCENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THIGHNESS OF THE LAST LAMINATION, ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN ������------{{{{{{ • : HHHH FILL 1ST. 4.000RSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. EQ FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) �J• F.F. VERHANG FOR OVERHANGS BETWEEN 5/8• TO 11/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. 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 (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT �F��± JACK TO HEADER, NO BASE EDGE CONNECTOR REQUIRED INSULATION AT EXTERIOR SP4 AT WOOD FRAME WALL PER FBC 24" O.C� AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION CMU— —7/16" O.S.B. EA, SIDE — 2X BLK'G. TO O.S.B. W/2.8d EA. END (3) 16d SEE PLAN COMMON FOR WILL NAILS(TYP)— HGT. HEADER PER LOCATION ----,a,® �lloploPpo.�I i�HO A -A— • .. I I'�. . r TOENAILS.;: EACH END TYP. SPF CONTINUOUSBLOCKING ! ©ATTACHED TO • :. NAILS. SEE DETAIL ABOVE SEE ELEVATION FOR ROUND/ SQUARE TRANSOM BOX HEADER—j •35 EACH • WINDOW OR DOOR OPN'G CMU PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. UBLE 2x4 (2)12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 2x4 STUD 48M14f PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W Sd 21 2" x 0.131 NAILS (SIM. w/ 2(6. * N T REQ'D WHEN QT SYSTEM IS APPLIED I STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ - UBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12)16d NAILS TYP. TOP & BOTT.�/N NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS * NOT REQ' D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 'OP SPLICE DOUBLE 2x8 TOP PLATE W/ 2 ROWS OF NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD NF17 I TOP PLATE SPLICE DETAIL 3/4" = 1' * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 ALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 2) (Y 2 >4' BUT <9' (2) (3) (2) (2) 3 4 2x CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP IOd NAILS@ 8" O/C TYP. DOUBLE 2x 4 CRIPPLE STUD TYPICAL (U.N.O.) - c $ * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 'rEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROW 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS HEQUIRED FASTENED EADER TO W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE iJIZEiiL01`13•y; SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN aml,14Jr•fi1:iL NF09 I WALL HEADER DETAIL N.T.S. 2 X 4 #2 SPF KNEEWALL WITH - STUDS @ 16' O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDE FROM TOP OF WALL TO BOTTOM OF BEAM, ATTACHED PER NAILING SCHEDULE. SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE I I .INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SEE PLAN FOR I BEAM SIZE I i BUILDER FRAME u u � RADIUS AS REQUIRED I I I a I 2x BUILD -OUT BEYOND NF38 I KNEEWALL @ ENTRY FRONT WALL N.T.s. 12 SEE ELEV. (TYP)// PRE-ENGINEERED WOOD TRUSSES @ 24" O/C / r—UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2*x4" TOP PLATE "x4" STUDS @ 16" O/C /—CRICKET AS REQUIRED SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/15" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS =_ EXPOSED TO INTERIOR SPACE) - - SIMPSON SP1 @ EA. STUD a 2"x P.T. PLATE MAIN SPAN ROOF TRUSS 1/2" X 8" "J" BOLT @ 24" O/C MAX `e UPLIFT CONNECTOR 8" x 8" x 16" K.O. n > (SEE SCHEDULE) BLOCK W/ 1 #5 COW, ° R CMU WALL FILE COPY WF42 I KNEEWALL ABOVE MASONRY WALL 3/a"=ro• ;a4eammmeere'p'�® �4,06 N e enlfmmm®a T T -moo EguS F£E" W 00 °r° W € F UD co r .3m@ Ifi�Nti CWL LL a t) Ip cn m ,o"v € m web z. o m W�, 00 mIL d 00 0p „E- z = N WWW.FDSEAG.CO• ❑ ❑ ❑ (9 z o z 4 t0 ie a - - r`H z Ln (0 M Q) p w2 fv w =moo AEL� Am Q N ob00 � A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: MWE-D FOR �a § r RMA} �°L'A CE E COUNTY r m O c 0., . OT d M 0) � cn y 3 y N 3 a z C.) F-`SU rn'a O JJM W J co U) U) L0 C, LL VI Model Name / Number: 2000 Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-5450 Sheet: s y� Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2"=r'-o" TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH) SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 $2 SYP TO BE LESS THAN (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 45° MINIMUM 2"x4" " - 8d NAILS @ 4" O.C. IF> 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING 10D X 0.1310 S" O.C. EA. SIDE (SEE PLAN FOR _ � ' .-'' .-. � WALL AND ROOF SHEATHING, SEE TB13 LOCATION) ` BLOCKING " FOR SPECIFICATIONS 2x4 SYP L BRACE FOR I. 2x4 SYP RIDGE GABLES 3'-0" TO 5'-11" TALL. SP SPFCROSS y APPROX. 2xG SYP L BRACE FOR THEN 48" O.C. AFTER. NAIL W GABLES GABLES 6'-0" AND TALLER. CROSSING EACH ANGLE. ATTACH L. BRACE W/ {NOT REQa 1 WHEN12d NAILS @ 4" O.C. FASTEN O BRACE COTRUSS CONT 2x4 SYP OR SPF SPANNING (4) BAYS (8'-0") NAILED DIAGONAL LL PLATE w/ 10d @ 3" O.C. (3) 12d _TRUSS ' W/ 3-12d TO CHORD (MIN BLOCK/PLNAIL GABLE TRUSS PER JOINT 1ST 4 BAYS) f2DTO TOP PLATE w/ AFROMGIABLE 18d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING 2x81/2"x8" ANCHOR BOLT �— 4 BAYSAT NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS 2x4 SYP OR SPF BLOCKING 48' O.C. MIN. 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 SYP w/ (3) 12d @EACH TRUSS w/ 3-12d NAILS Eq. MASONRY WAIL END TRUSS WEB NAIL TOP OF "T" TO GABLE i ROOF SHEATHING, SEE T013 FOR ATTACHMENT ! TRUSS w/ 2-12d AND 1 SIMPSON H8 w/ OVER JACK TRUSSES, SEE .10-10dx11/2" NAILS PLAN. TB01 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 81/4"x11/2" aaactuLTUTejL ``,aa V0 TaRf-%F °G,,`. .``eP� �jy S c •. s SDS WOOD SCREWS GABLE 2x4 BLOCKING 2-12d TOENAILS NAIL TOP OFUS ..�C2 b0A ! PROVIDE 2X4 MIN. BLOCKING AT LINE OF HIP/RIDGE, TYP. END BEAM BEAM TO GABLE TRUSS w. 2-12d •.•v J ; D 8� ': r•., CENTER FRAMED WALL OR AND 1-SIMPSON H8 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS 4K NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE U "o CN TO BLOCKING CN S�t � q TRUSS ALTERNATE PRE-ENGINEERED VERLAP TRUSS BRACING ! GEO1 GABLE END BRACING N.T.S. ��`^' a u,„Lno WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP q _ _ _ _ _ PACE SHEATHTRUCTING G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 LL TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - 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) !I! (2) 12D NAILS MINIMUM (3) 12d ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SEE * SYP TRUSS BRACING SPACED AT 10'-0" MAX ,� a P W ro PLAN I— 1 ro a Ili ao r c �P�ii W $ U C N'I IL LL 2X4 BLOCKING 8?� ®n�` a BETWEEN TRUSSES HIP TRUSS ly mpg$ OwM�6 a a�<I< SECT. A -A °� OW�a W y sg -'Zr 0 K a TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL [TYP`` P N.T.S. tiW � �cLa Idm505 O J m � r/ E � o (n p �'�O ❑ ❑ i=� VUNMJ-FlISENd.COM LQ ^e Z g Z Q TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 GAUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 4. ti — r i GAGING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT Z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (D8,013,613) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL RACES AT 20'-0" O.C. MAXIMUM- BE W/ 3.12d NAILS AT EACH TRUSS INTERSECTION. O N 072 _ Y41ro, 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL ATTACHED (2) Ln w 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT c ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. & PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT- IrI TO TCS SEE TYP. TRUSS BLOCKING DETAILS Eu m N SHEATHING U rr5 N 3 TO 4TRUSS ;4 AS SHOWN . _ "- 'U �O 776 TRUSS SPACES CLM CTIIOON c •Pr r,p^, Q N nOa RUS DAMS HOMES VERTICAL SCAB 2X6#2 SPF 48" O.C. W/ (4)12d TOP & BOTTOM OR HS SEE TRUSS 12)-1 NAILS OR HCLR/LL IN PLACE OF (4) SOD SECTION TO E TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED 0 AFTERS GREATER THAN 8--W B-B 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE GULFBREEZE, FLORIDA 32563 TOP PLATE PRE{NG. TRUSS �.. PLATE SECTION B-B DIVISION LOCATION: 2z STUD WALL BEEP<AN PORT ST. LUCIE CONY. FAMED RIDGE ♦ Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4)12d NEXT TO PRE-ENG. TRUSS 2z8 13LVJ IG. NAILED O EACH TOP & BOTTOM OR H& OR FIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF.(4)12d M7S12'S REEQQUUIRRED 0 RAFTERS GREATER REVIEWED Ev' E® F^ B .REQUIRED w/ (2) CODE (COMPLIANCE L.L COLLAR TIE EVERY 3rd ' T. L UCIE COUNTIP SHEATH]] AFTER CB BOCC I— 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) to ® EACH END, CONT. EACH BAY B TB' 2X4 SPF W/ (2) TR C O O C EACH S ALTERNATING. DB WOOD SCREWEACN TRUSS OR H50 48" O.C. � N '1 BLOCKING PREENG. TRUSS > N .�+ N CONT. ROOF SHEATHING ATTRUSS TOP M r N STRUCTURAL SHEATHING CHORD AT ALL HAND FAMED AREAS TYP. L m oT 'a SEE PLAN FOR CONNECTION B 2X4 P.T. BLOCKING BETWEEN DIAGONAL 2x8 #2 SYP RIDGE BEAM RUSSES W/ (2)-12d NAILS '-0•. 1 J CO"'�' lL EACH END AT 8WOOD MAX TRuss 2,6 RAFTERS 62'-G•o.C: V1 Model Name / Number: MAX, w/ (3)12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM 2X4 AFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) 4 FT 0 ZO" O.C. MAX IN2000 / (3) 100 !. CONC. MASONRY FILE COPY COMMON TOE NAILS TO FUDGES" 2X4 CONT. AT STEEL OR WOOD !, ♦ Plan Issue Date: T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Friday, July 23, 2021 V1 KAPROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING 21-5450 Sheet: �. Of: TBO6 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. ROOF FRAMING AND BRACING DETAILS 5 L-M THERMA-TRU INSTALLATION��� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smalle r 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 t the rest of the building structure. CONTRACTOR TO PROVIDE A 1 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 TF EE MASONRY JAMBS. )A /E m .ITE 1 6 DOUBLE DOOR W/ SIDELITES SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE V-0" IN FRONT OF MECH. OR PP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. O I -}-TOP OF SLAB � I Z I -II -II t Ir - r v v d al a 16" MIN. DIAMETER °_a_° CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. 3" SPACE EVENLY N Wow 9 m use In g, g.. g.. g.RL 3Ep NT NAIL SHINGLES W/ 11 OR 12 GAUGE RDORNG NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. ea°to�` utAe 0.�tp9 Q�fA3e DO � Holes 2ep0 Fouts 79` � EaJpe aver SHINGLE INSTALLATION GUIDE ROOF CRICKET MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND BASHING LOCATIONS) EVER. WALL FINISH AND EXTENDING A OF 6" ABOVE 6'X6"HGALV. MINIMUM VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING (I AT KNEEWALL T ENTRY PLASTER SEALANT ROOFIq 8" X 6' H GALV. I m FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FI.ASHII 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 y AND/OR SGD FRAME MIN.) GLUE STRIP t 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 SEALAN4THRU BLOCK LINTEL & SCREW W/3/16" x 2 1/21/2" DRYWALL ass —FLAT HD. "TAPCON" SCREW THE WIDOW FRAME INTO MAJAMB MIN. 4" FROM END AN16" C.C, 1/8" SHIM SPACE EXT. FINISH DRIP EDGEWINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S —+ - '1140 ffaN. EMBEDMI g WA O.A. WINDOW HEIGHT wmoa INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S I .T.&S DRIP EDGE. IDE pNP EDGE AT EAVES AND OABLES OF Gi.E EDOFS. OVERLAP TO BE A MAIMUM n (76an). GAVE DRIP EDGES SHALL EXTEND SLOW SHEATHNG AND EXTEND BACK ON THE A MINWIUM OF 2in. DFUP EDGE AT EAVES L BE PERMITTED TO BE INTN.LED EITHER OB UNOPS THE UNDERIAYMENT. IF INSTALLED THE GNDEFaAYO£NT, THERE SHALL BE A MDM 4n WIOTH OF ROOF CEMENT INSTALLED THE DRIP EWf FLINGS. ORR EDGE SHALL BE ANICALLY FASTENED A MAXIMUM GF 1 m ON ER WHERE THE Vaid AS DETERMINED IN RANCE WttH SECTION Ra012.1.3IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 9S FEET 80,058 mm), DROP EDGES SHALL BE MECHANICALLY FASTENS) A MAXIMUM OF 4INCHES ON CENTER Ftatibum Faskner 5gdng (MMSIA He" and sill) Well FINTI 02SOrureJPit "11 h P 8" _i,-----'1—' 9 *1 F*_ B' � 4�'i or gaiter . Sllicwle e�girl•u2" —. Sam - — k1Q �'� Mnimum PanetritlM Clazinglierad hulngboad ,SCSI Fin Cross Section V law 86elor VIIAV of Fixed Window Mnlmum j t(r Slgmne EIEMiw SMathing Note: We stronglyrocommend the use offlashmg and/or flashing tapes and sill pans asstatedMAS➢X Fi111-01. However, due to virmtfon In codes and building types, It IsleRup to the end pser to determine the properlaadpaNan ofthese Rams. LEAVETME BUBBLE WBAPONI Before installing your window, "bubble wrap may N peeled back for Inspection, but please re -Bark: The wrap tc . protect the bWRfrom sairtchesand other derhap WNimMbu[BpI is complete Slept Meatsure to be see the opening is 3/8"to 112"larger than the window size both verdoTHy and haLhontally. • You mayrW ah to predrill the Installation holes in the fin at this time, ma hokam Me orgueft fin a5 Ne rot Sep 2 Apply a generous Lead of silken to the backside of the moman9 fin. the enough shale to sulfidemty fill all voids between the fin and the wall 71ea811n . Step Irset the window into the opening frgnthe alside. The window Is labewd imrde and'outili but if these III have been removed, the glarrig bead should always be 0 the Ingle of the building SW 4. Bstal Alms rode On sill, adjusting them until the unit Is plumb In the opening. Shims should be Installed under the sill every 2 feet. The windrow should be thiscilly centered In the m with no mare than 1l4" gap between the window and wall framing. SeS5 Install a#lox 1- 2'screw a from the canner of the fin at each end of to head SRI and butte jambs, Step fraWl the remaining fasteners in 8"increments from the tamer screws to the center of each flame member. USefamnet toOwn- tighten the schmeend pall them through the fin. Alm, make sure the sereWs go Instraightand do Wtcauce the frame to bow, Wall Rawn9 shdAd be a Mind a of #2 SbrucejPlrefflr. Fasteners statute be*W screws of suffidet length to achieve 1-30 peresination Ban the wall and mless than UT from ado of taming. Fastener cantles heeded In each side of frame to Stream 8" unfith of Frame Member !e" 1g' 28" 34" 42" so- 58" 6B" 74" 82° Ba" 88" Number of Fasteners 2 3 4. s 6 7 1 6 1 9 1 101 ill 121 13 7 RemUVe 00% 5111cone -squesee our horn around the On and Inspect for holes Or w(ds. Use sigame to Eli my Voids. Step 8 If deMre6, a foam insuleion can be applied to the interior gap between Lire window and wall framing. V applied, M mustbef/re NONEXPAND➢NG nPFFOAN. Step 9 Sine these windows are typically used in moms with high mdstve, is, betleooms, 4 Is recommended lhet the Interim gap between the window and wall framing also besealed with sllkore and Well m as not to interfere with the installation a wallboard his or trim. Step 1D Dow all construction s=Plate, remove the bubble wrap from the Inside and outside of the window. if necessary, dean the boos with a mid detergent and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: DADS IKO Industrues, Ltd Cambr age AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 1st Choice COUNTY APP. NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING *`��e�pyC�1T�PtiF's �,0�6 : •�/ LS P a ND... cqz a➢fY➢ IA1i910m 1�� I m ! a LL c ROOFING VENTS: ° a "' V — m. O w 7 s m w t ~ m 0 U iso 0 "AMMAt N o ,04 DADS COUNTY APP. Florida Metal c s Inc. FLAMCO "Off- id a nt" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, " FROM FL21580.1 R-2 ROOFING UNDERLAYMENT: j - 4 1st Choice TAMKO BUILDING PRODUCTS LLC AMKO No. 30 #30 ASPHALT -SATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL12328-R9 Overhead Garage Doors: 1st Choice. +30.0/-30.0 CLOPAY 16W� 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA, x 8" "1" BOLTS FL16546.8 2nd Choice I +30.0/-32.0 CLOPAY 15 8 x 7 FL15279s4 0 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLAS DOOR ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WRH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) FL20461.11 FL20461.12 d ,r IDAMS HO rS +67.0/67.0 THERM A TRU-CARP. FIBERGLASS DOOR SOLID FIBERGLASS DR FL20461.1 2 nd Choice PLAST PRO ALL ONE LITE SERIES FL15215.2 FLORIDA CONTRACTORS LICENSE No. CRCv1330145 Y 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sidelights PtLAET PRo rtu Fi15215 z Sliding Doors: 1St Choice MI WINDOWS &DOORS SERIES 420 SGD Al m. reinforoad FL15332.4 DIVISION LOCATION: PORT ST. LUCI E n MI WINDOWS & DOORS SERIES 440 SOD Alum. reinforced FL15332.12 ® Job Information: Windows: 00.0 ® ,:, ~ > z '3.. FOR LI,ANCE CITY /w TEEm ri C O c 0) N O ID tM a M. t 6 m a O. J. W = h ,J M `) , ^ Uy IQ 1st Choice +40/60 MI WINDOWS 3540 SERIES Twln Si le Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH TO PROVIDE 5/8' MIN EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVINCH MINIMUM EMBEDMENT E YAa' IN WOOD SUBSTRATE. FL 17676.9 +40/-50 MI WINDOWS 3500 SERIES Single Hung (flange) FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES Single Hung lfin) FL17676.2 MI WINDOWS 3500 SERIES SingleFL17894.4 Hung (finless) frame Mullions: 1st Eh:ice NA-1926 MI WINDOWS Mulllon Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHI E 1'A FL 18504.1 M-1926 M Horizontal MINIMUM EDGE EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM DISTANCE FL 15804.29C Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH ALLMIN.HOLE EMBED. SI ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE 5/8' MIN. EMBED. INTO WOOD BUCK ENT LTH. TO PROVIDE FL18644 R-6 Soffit: . Model Name / Number: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center In direction of le FL16503.4 R5 2000 Plygem / Varifonn Double 5 standard Plygem Double 5 standard vinyl 1 Double 5 standard (vinyl) 10" I staples solid 144 rated -145 FL12194.1 FLi2194.2 Plan Issue Date: Hurricane Panels: _ Friday, July 23, 2021 1st Choice Dade County App. ALA E ICA SHUTTER &GLASS 24" Ga. Storm Panels 24 GA. STORM PANEL FL18293 R3 KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 513126 Name: Luis Pablo Torres Certification Number: A. # 87864 Name: Certification Number: 21-5450 Sheet: c J Of: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UPwEATHR ER& WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TOSHOW NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING .� f RESISTIVE BARR TEMPORARILY S CURE BARRIER y DOOR ROUGH OPENING GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 1. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WEATHER ------------- WINDOW UNIT RESISTIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER WOOD FRAME CONSTR.. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE °� EXTERIOR SHEATHING SELF -ADHERED FLASHING LAPPING DOWN 3/DHESI BEAD T OF APPLIED ADHESIVE TORE APPLIED UNDER 0.3 in : 12.0 in SELF -ADHERED F LAS H I N G required by Section R703.2 and a means of draining to the exterior Water that penetrates the exterior cladding. BY OVER RIM JOIST AND UP WALL BY 6IN. THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS 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 ether approved water -resistive barrier shall be applied over studs sheathing of all exterior walls No.ere 15 %v ED MHOM) OR EQUAL WEATHER PROOF CAULKING p l asphalt felt Shall be applied horizontally, with the upper layer lapped ever the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than a Inches. Other approved materials shall he installed in accordance with the EXTERIOR The NOAS WEATHER RESISITIVE ELF -ADHERED FLASHING CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. PER FBC-R (CURRENT EDITION) 703.7.3 water -resistive barrier manufacturer's Installation Instructions. 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 BARRIER SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING (SEE DETAIL W'P07) SUBFLO R R703.7.3 Water -resistive barriers Water resistive barriers shall be installed as required In Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based Sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: eat tup &temporarily secure weather 1. Cut, fold 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 fold border above header to allow for Hashing installation III BUILDING numbered Items In the list Of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashing us head flashingunder weather resistive barrier O pgpE(q 1, Install self -adhered flashing In Order a$ shown by numbers greater than that of 8o-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and O 2. Instal) flashing and weather resistive barrier to form water shedding laps seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, RFlashing. Approved metal flashing, vinyl Hashing, self adhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize 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 shalt be applied in accordance with the manufacturer's Scale: NTs SELF -ADHERED FLASHING W PO SELF -ADHERED FLASHING WP ®� SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 scoring cuts Instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. self -adhered membranes used as flashing shallcomply with FLANGED WINDOW F,(TERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA Tn. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6 X 6 Minimum) with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in RUBBERIZED ASPHALT EXTERIOR SHEATHING BEAD OF CONSTR RUBBERIZED ADHESIVEexterior ASPHALT 6.. Fold as Shown by arrows walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING - 4,ADHESIVE 3/4"•1" . TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly t0 fit g y y j. g g g y flashings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLANGED WINDOW SELF -ADHERED FLASHING tight to corner g REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPoi) S. Mechanical fasten as necessary ry y 1.Extedor window and door openings. Flashing at exterior window and door openings :shall extend to the surface of the LETTER ON CHEMICAL � 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 SELF'ADHERED FLASHING, .EXTEND A MINIMUM 6" �'< (BEFORE FOLDING, SCORE RELEASEPAPFRTOExPOSE ADHESIVE AS SHOWN) I.J. The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. + THRESHOLD 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 a g Openings g pan flashing shall incorporate flashing or protection the water resistive barrier for subsequent drainage. 0 Hill using g rpo g NECESSARY IN CORNERS THROUGH at the head and sides. SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. . 1.3 In accordance with other approved methods. SELF -ADHERED ��'�''\\ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. FLASHING UY 2 or z rJ 2. At the intersection of chimneys or other masonry Construction with frame or stucco walls, with SELF AD FLASHING - projecting lips an both sides under stucco copings. NAILING FLANGE .� 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER - 2 SEAL TOPS OF JOISTS UNDER DECKING 2 6 7 4. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE $ (SEE DETAIL WP07) 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood4lame Construction. G. At wall and roof Intersections - SELF -ADHERED FLASHING /\ /Oi®A P 4 SELF -ADHERED FLASHING G 0J SELF -ADHERED FLASHING p V V P06 7. At built -In gutters. HALF ROUND WINDOW V V EXTERIOR DOOR WITH DECK INSIDE CORNER - U �u SELF -ADHERED FLASHING DECKPROTECTOR SHEATHING'=fS rss .n„'S / -,K " 7/8Cement in accordance Plaster 7/8" Cement Plaster with in accordance with --- ASTMC926 ASTMC926 SELF- ADHERED- _ .•___._---- _--- - FLASHING PATCH , Felt backed metal Felt backed metal %lathe in accordance lathe in accordance I with ASTMC1063 with ASTMC7063 SELF -ADHERED FLASHING A" - DECK PROTECTOR "+' Building Paper Building Paper 4 7/16" O.S.B. 7/16" O.S.B. ,%�' •� sheathing sheathing ; DOUBLE °,. ' Metal Keep top edge SINGLE JOIST JOIST :. SELF -ADHERED FLASHING .. '� :. Flashing '. Of weep screed SELF -ADHERED FLASHING t ,. 2"below top of 3 1 /7, block 3" MIN J 2' ' Unperforated Vulcum ' Flange 7/8" cauk bottom 0 5 Weep Screed joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING \ /t, / ❑I®� SELF -ADHERED FLASHING \ A /P ®O V V APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W 1 10 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE P Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed \HO.8362x;DECK JOIST V V r OUTSIDE CORNER o Above Roof INSTALLATION OF THE BUCK/RECEPTOR. 1/2" CementRious Sheathing Decorative Finish •b'• •"o, All Inside and outsiner ll •'�0• need o be miter need to be miter EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster °, butt joints need to BUILDING PAPER in accordance °• o,o"• Vullc ulked using SLOPE SLOPE with ASTMC926 cum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in :12.0 in (0.6 cm: 00.5 cm) 0.3 in :12.0 in _ _ (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF ADHERED FLASHING `- - EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH -1/2" Cement Plaster Finish SELF -ADHERED FLASHING Block WIRE LATH 2 1/2" Perforated o Flange 112" Weep BUILDING PAPER . Cement "• 6, Screed BUILDING PAPER Plaster '. over block ' I at floor EXTERIOR - - WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL- 2 3 O Note: The building pap@r and metal lath must be installed purr the top of WEEP SCREED DETAIL -- SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING f►/P �ISHRED PARAPETFLASHING WALL W P the Weep SCreefl SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL tl Y CEMTSELFFI L � c c°v ccc oln a c31 Q ,� * a a: t m GT fA U8 "nujda� V�2 `vui Pn y ,€F zyS ono Z�D=m 4 t -L cc O A ¢ O wg"�fl wis- t of� W mX'i� m a cc N as W ❑ ❑ ❑ i°- wMVFpSENG.cOM z o �_ z g $ Q C 1 NMI Z � V1) M W LL i-U � w d O TO w g In J m U E m� 3: D C00 �? Nou�D Q 11AM@ Yrl FLORIDA CONTRACTORS LICENSE NO. CRC1J30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: \ lIII VVED FOR -. vNVOLIA",NCiE i . Cni.+0.. N AV t' ® o to o t , r ® 1 0 o 0 i rn M rn � e-1 k+') d fO U z • M F-�UIW 3 rn m a Q J LU J m (n a) LO o u ♦ Model Name / Number: 2000 ♦ Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-5450 Sheet: 11111116 Of: WATER PROOF DETAILS --— ---0--..._.__ ------ cs P, , fQQVEREQ PATIO r ao•-n-xta'a• ca'��' ' iI f o ' i LSBL 25 SH 25 SH. ! 65 8F E 25 Si -- - - E.@FiE'^5 y EGRESS 1 fO \S� VAULT CLCx BEDROOM � UJ 1ax6 lwcd s— v N �l o Q UKAI w 250 w . pauLTGLv_ :14x8 1wcd IE I 61. v �� L it 1 i g„ e L 215 Zi < O s 'SL 1L 14x8 Ywcd V � �" � ; 8» 85 • - - 0 BUILD R T 10x6 1wcd� NOTE T :M S PROVIDE NREST S E UUNRESTRICTED 1 INCH RCUT OW S TO y Bx4 cd , Transfith er Florida ER ized iOR Code HABITABLE ROOMS ,.,,.. ,.:,.,.,..,.,,,•.,,,.,.,;,,,•,,,,..,. �;�'�,^� rcLs. 6 j i Transfer ducts/grills sized in compliance € i Building 'fie / ! 9tlEF I 4; 4- 9 balanced return air. ye"g - _'ialst�— VAULT� s EXCEPTIONS 1-3 - i 8x4 1 bd BE0130110 4/ sTaUDN - x1 4 14x14-rag ;..•;.. ;.,.. i- uLot i,. at 11 r�lwG 15 i 5„ bah duct Z i IU"C FLAT -LG. lu :::.::.::..:::. O l E 1ox6 °1wa 10 64-\ to roof cap 0 /'r 10x10 rag 1Ox6 1 cd h�. AT w/ standard 70 s $..:...,...... R/s 110 24x1 rag: v 8 / cfm bath fart U LU LU YEA E w/ Q to 42X42 A/C SLAB - r- BY BLDR MIN 60 e; -.... .ram i 1 2' FROM WALL loxs lwcd m i 11 `vLTc�:uc 65 �' ; i 1. , 1 Ox6 lwc rr 10x10 r x a$ a :. :». 4" dryer duct to roof cap _My E R ATMACCM w/dryer vent box 4'AJL-CLG. i LCOME iN REL w 8 r 212 t PC sa i x4 :: 5 bath duct ..z 41 C�,, PLIANG O to roof capr° T. L CI COUNTY = W W ----- : _- c3 r _ 3 QAR gARA-aE w/ standard 70 a ........:......:: �1 - I,JNG _ BOCC in cfm bath fan all _._ .. _....._... Q Q 145 12x12 ra --i _ O � 14x8 lwcd - - O C1Q -- - -- I - - Q � 0\ Z N S'-O' CEILING ' { 1 m U Ff; /•�/ II I 1 71 i FILE COPY o z o Uj 3: 5 51 APPA r1AI H1ATtltltltlInmq - pppp � n/ Q ---�- _ %3' ;� T. e�VIE'HFEk�3 L'6iYi} _ let RIM 7n;M 5. F- � � O � LJ_ -�----- �, Olil.2ti 514 i h .. TOTAL L IAW, (AC) 2A,C4 SF. OR PLAN � '�F: � Ratin gFL WWI. = 11-06 COVERM P*110/4h" 200 ELF. ELEVATION "B" iO"fAL AREA UNDER ROOF ?.C'03 S.F. 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.