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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: _ TITLE 0 0 0 RMITE 1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STR NGTH AT 28 DAYS OF 2500 PSI SLABS 3000 PSI COLUMNS AND BEAMS) A SLUMP OF 5" BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, Oft OTHER MPH VED METH DS FTE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." I I ( PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CqRNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED. TO EARTH OR 1. ]TI/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A,1064M. W WF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6% OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL. REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE TTH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA, NATIONAL ELECTRICAL CODES (NEC 2014) & 7TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13). NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-"OR" 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. REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "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. WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM CI-787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2- LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR 01787, 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 P 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 CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED FACING MATERIAL OR IS COMPLETELY C TOTAL THICKNESS IS AS SET IN TABLE ONCE LE 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 (fm = 2000 PSI) 2. MORTAR SHALL BE TYPE "S' , CONFORMING TO ASTM C27414A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A',MAXIMUM AGGREGATE SIZE OF3/8" 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. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR ( ) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS** FLOOR 1-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 CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2 WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY R703.7.1. BARRIERS. WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WATER -RESISTIVE WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER . ROOF (PSF) ROOF (PSF) ROOF (PSP) ROOF (PSF) ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEARWALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO In 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 (Sex) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 SO 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM j(LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL ,,AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH RUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED IN ACCORDANCE WITH THE MANUFACTURER'S SH TH NG: 7 16" STRUCTURAL I OSB EXPOSURE 1 OR 15 32" RATED OSS EXPOSURE 1 WALL SHEATHING: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED TOP CHORD LL 40 (PSF) 10 S COMMMENTS: 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 Co 71 e:�QP""•�NSE,, S i,�� •,9 '' F o F �o z ' v 0 I , i id toao F E g ! j � m c0 n 9 Pm d RINGLETFASHION ORCHORD BE APPLIED S 0 DL $ �- IBLE FLASHING SHALL T P FLEX( F) z w ti INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES g�.� SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES w IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) " 5 ® Q a w 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 m o SELFADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN 211 S o o PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNEDIN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING I 800-0R 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. g 2 s s tll 2 o C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF S&NANT. 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 Z a X ILLL 2 -.1 e d a a 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) a 0 J Q 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100.(PSF) gad 2 a _ TO THE SURFACE OF THE EXTERIOR WALL FINISH. d o 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) wxv.eoswe.caM 11 11 El• EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) Ur u2 • UNDER AND ATTHE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) z M • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 200 (PSF) z N ,a 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) z • ry • AT WALL AND ROOF INTERSECTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WQRKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q� d • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) rL y STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES m 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 TOP. H TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD 'I'� w c NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR, t. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A I� w MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. V Q w� FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: ry 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 Wslgner/Engineer listed In the tltleblock of these --- w t o E ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed " *; PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to _ 0 aw gpo 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to U o THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXYTIE 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 c¢ � c 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 Deslgner/Engineer are not m PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. i CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to ® DAMS 40MRS 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). ESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAYBE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2IA" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, IOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 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 MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS T 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ 4) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TRENS 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 for reimbursement by the Designer/Engineer without advanced 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER ratification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MOFIE THAN 3IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 61 1 .PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION./��� 16d x 24/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT ♦ Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. REVIEWED FOR... MASTER REVISIONS CODE COMPLIA NUL ST. LUCIE COUNT DATE DESCRIPTION BOCC O z MS HOMES w o U) 0) j�DA Of Northwest Florida® > �� CL N r/n Py 3 > FILE COPY ® _J LL! _� m o JmU,)Gn LO v ♦ Model Name / Number: 3000 GULFBREEZE PARKWAY GU LFBREEZC, FLORDA 32563 1820 VI Plan Issue Date: Monday, January 11, 2021 ♦ I KA PROJECT NUMBER: MOIDEL 1820 2®-5738 Sheet: I Of: COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 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 ® (D (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 25.5 (+) 26.5 20 (-) 28.8 (-) 34.4 @ 50 (+) 24.8 (+) 24.8 T * (-) 27.1 (•) 31.1 �. Q (+) 23.4 W - 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 0 26.0 GENERAL PRESSURE NOTES NOTES: I. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "an = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THEULTIMATE LTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA, CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. BEARING WOOD WALL SCHEDULE STUD CONNECTION &FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(0f) TOP BOTTOM NO BWl 18" (2)16d TOENAILS (2)16d TOENAILS SPF UPUFT SP2 W/ (6}10d SP1 W/ (%ld BW2 18" SOD, (6)100 PLATE STUD, (4)10d PLATE SPF 402 FB-W3 16" (2) SP2 W/ (6) 10d (2) SPi W/ (a) id SPF 803 STUD,e i PLATE STUD, 4 10d PLATE NO BW4 16" (2)16d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6)4d SPl W/ (8 401 1s' STUD, 8 100 PLATE STUD 4 10d PLAT SYP 439 SP2 W/ (6) 10d SP1 W/ (a}10d O(2) BW6 16" STUD 8 10d PLATE STUD, 4 10d PLATE SYP 878 No BWT 12' (2)16d TOENAILS (2) led TOENAILS SPF UPLIFT BW8 SP2 W/ (6}1d SPS W/ (6i1d 12' STUD, (8)10d PLATE STUD, (4) 10d PLATE SPF 535 BW9 STUD, 12" (8)1 d PLATE STUD, (4) 10d PLATE SPF 107C BW10 12" (2) 10d TOENAILS (2) SBd TOENAILS SYP 0 BW11 SP2 W/ (S}iDd SPS W/ (e)-lod 12" STUD, (8) 1d PLATE STUD, ,41d PLATE SYP 1 565 BW12 /1Ad 12" STUD,462PLATE STUD, (4)10dPLATE SYP 1170 BW13 NOT USED TOP 0... WALL � OUBLE 2, TOP PLATE _--_F SEE PLAN V MASONRY WALL OR. ICF WALL. SEE PLAN 2x SIDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WPo9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MSG3/S1 FOR NO UPUFF CONNECTORS BRIG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2X MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8 0 SCHEDULE ABOVE F.F. SEE FOUNDATION .....:' PLAN FOR MORE 2x P.T. W/ 1/2 A B d# 32" O.C. W/ 7' INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2* TITEN HD 0 32" O.C. 7/18. OSB PLYW'D W/ SAME HLB SNOTE #8 BEG. WALL DETAIL IN FIELD AND EDGE. E E ERA GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #S OR SPF 42 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPB AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE W1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'DW" IS INDICATED ON SECOND FLOOR BASE CONNECTION 10 IGNORED. SEE WTO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 8. IF1W"S INDICATED THE WALLIS D.C. AT 41P INASHEARWALLAND(1)SIREQUIRESMIN. 7/18' PLYWOOD Sri NAILS AT 4" O.C. IN FIELD AND EDGE SIDE WALL NA U E 7. ALL 2X EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NNUNG SCHEDULE EXT S ACT AS SHEARWAILS, SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INOICAED WITH THE BW1, OW4, BwL MID THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPUFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d=0.148" DIA. x3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) Cl (3)2 z4#2 SPF (4)-led TOENAILS 0 C2 (3) 2 X 4 #1 SPF DTT2Z W/ 1/2' WEDGE ANCHOR & (8) 1/4" X 11/2" 2145 SDSSCREWS C3 (3)2x 4SYP #1-OR- (4)-16d TOENAILS 0 (4) 2 x 4 SPF #2 D172Z W/ 1/2' WEDGE ANCHOR" & (8)1/4" X 11/2" 2145 SDS SCREWS C5 : 4 x 4 P T.#2 ABU44 W/ 5/8' ATR*- _ U= 8665 2200 gyp POST & 1 - LNAILS 2Led( 6x 6 P.T. #2 ABU66 W/5/8"ATR** G-12000 SYP POST & (12) - led NAILS U-2300 8 x 8 P.T. #2 ABUSE W/(2)-5/8"ATR*- G=24335 CT SYP POST &48)-16d NAILS U-2320 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5.SDS2.5 W/ (14)1/4" x 21/2" BOB WS & 5/8' EPDXY 5845. (WOMANIZED IF EXT.) ANCHOR, OR ATR** x 6.25 P.L HD163082.5 W/ (14)1/4" x PE3.5 1.8E Fb=1400 PSI 21/2' SDS WS & 5/8" EXOPY 5645 WOMANIZED IF EXT.. ANCHOR, OR ATR*- C10 3.5 x 7 RL 1.8E Fb-24DO PSI HDU&SDS2.5 W/ (20) 1/4' x 21/2" SDS WE & 7/8" EPDXY 6a70 (WOMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Rb 2400 PSI HOU&SDS2.5 W/ (20) 1/4* x 21/2' SDS WE & 7/8' EPDXY 7970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 X 7 P.L. HDU8-SDS2.5 W/ 120)1/4" x C12 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8' EPDXY 7870 WOLMANIZED IF EAT. ANCHOR ORATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL wIOTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 UNO ON PLAN, 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2- ATR 6" EMBEDMENT FOR 5/8' ATR W EMBEDMENT FOR 7/8" ATR 5. IF [0) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIHL vs. PNEUMATIC IC GUN NAILS: coI PNEUMATIC GUN COMMON W. GUN A NAIL DUNAENGTH NAIL SPACING Ed 0.131" X 2 %' OA31' X 2'6' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0148" X 3' 0.131" X 3' SE PLAN BLOCKING & TOE 0.148" X 3;/4" 0.131" X 31A' NAILS & TOP PLATE 12d 0.148" X 3 U" 0.131' X 3 U- 8' O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X3" 0,131' X 3" 8" 0.0.(COMMON) STUD PACK e" O.C. GUN NAIL COLUMNS Sd OA62' X 3Ih- X 2 M' (2)16D(COMMON) ISEE PLAN I (3)16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 12) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE 05 W/ 1/2" FLITCH PLATE THIS SHEET -2X10 #2 SYP SEE GENERAL HEADER NOTE #5 O(2) H3 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) - 1 314' X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4• X 31/2' H5 'LVL 2.0E Fb=2600 PSI SOS WO SCREWS @ 15' O.C. TYP. EACH SIDE H6 (2) - 13/4- X 9 1/4 ATTACH TOGETHER W/(3)ROWS 1/4"X 3112' LVL 2.0E Fb=2600 PSI SDS WD SCREWS UT 1S" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS I SIZE EA.END EA.END EA.END EA.END 1'-0" - 3'-11" (1) (2) (1) (2) 4'-0" - 91-0" (2) (3) (2) (2) 10'-0"•16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2, IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS 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 WF37/93 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" D.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) 068 FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) OFAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST. ROWS OF 12d NAILS O 12" OR (2) SIMPSON HETA16 TO CMU 0,0. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. SP2 x 10 #2 SYP W/ 7/1B" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) E3M 09 FLITCH PLATE. NAIL BifAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HEMS TO CMU Off TYP EACH SIDE COL. LLN.O. ON ROOF PLAN. (2), 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) . 050 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NALLS 012" OR (2) SIMPSON HETA16 TO CMU 0.0. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. M - 1 3/4' X 111/4- LVL CONNECTION: PROMDI"2) 2.0E Rz=2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' z 31/2" SDS W000 OR (2) I OR (2) SIMPSON HETA16 TO CMU SCREWS @P 16" O.C. TYP. COL U.N.D. ON ROOF PLAN, EACH SIDE. (2) - 13/4% 117/8' LVL 2.OE Po✓2600 PSI. NAIL BEAM CONNECTION: PROVIDE (Z M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS* 16' D.C. TYP. OR 12) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-13/4'x 16"LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) (,A TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS O 16" O.C. TYP. OR (2) SIMPSON HEMS TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. H m Sol S2 x oGo N N C G VERIFY LOCATION W/ BUILDER O HOSE BIBB n O --) 25 SH - - - - PRECAST BOTiOf 1 @ 6'8" - _ _ _ _ _ EGRESS EGRESS 12'.10" 4 BEDROOM #2 DBEDROOM ILINGM° YAULr VAULT�CELAN/LLILNG, Q ro3 co VAULTED CEILING m �3 b m o 02 "H C2 .N T. N ZD XN`.______ 6 ____-____ 0" - - - - - 5'-0" ____________ 7'.2" 3'3" 2'-0" 7'-2" H1 H2 (2) 3050 S ' r 2868 2668 2668 " 2.2 " 00 8' CLG.to w O z - - - - - m 8W1 0 '� J 1R/1SH N i I W/ BASE PLATE U ATTW (4 w OETACHMENTS BRG. ALL M 00 BATH. 2 DETAIL w a 8 2 VAULTED CLG W w o 2Ot$8 2668 FAMILY ROOM I l 5,$„ 3,3„ ° 7. 0„ I 10CEILING ' 6 -8" W.I.C. I I I I 1 0 o 0 2I368 ° ® q ♦ 10' CLG. IOIL�. ♦' 2x6 WALL VTR N r 1R/1SH `4 BEDROOM #3 ' VAULTED CEILING 2'"O -0O +o -I 12'-8"3'-0" q o 3 X 4 F.G. BATH 3-5" VAULTED LG. 3'-4" SHWR a !•. 36" FLAT BAR 5068 --- ---I _ , �------ . ". TOP ON 34'fs" ----- I'_, i WALL m 8, CLG. iN A/C in NGE/ D/W r - - - - - - - - - - 1R/SSH OOD ; OBL SINK I c! PROVIDE PLATFORM i ,. cI '1 w 1 N FOR HVAC UNITJL z , , VERIFY SIZE WITH KITCHEN MFGR ;DINING o a VAULTED CLG. ROOM , VAULTED CEILING iq W-3„ aH 3,3x 6'-7„ 7'-4" 12' 10" Ae bd 2868 REFRIG U Z o `^ r _ _ - , ("p ; ; M N ❑ I j JII.NOOK VAULTED CLG. I( I LI - J UN. 1 J .J r P x, I 10'CLG. 1' 60 >r N x h _ J DRYER VENT " STEP ON. r ~ DEN/ FOYER O BEDROOM #4 THRU ROOF-- HANSON BOX 10' CEILING �' VAULTED CEILING MAX LGT 35 -0" 0 36' AFF iD ' -- ADD INVERTED ' PULL DN. STAIRS' HIP W/ 8 ELEV. 221fa" x 54" `------------- ' M 1 DE Do � ){y d? NOTE: BUILDER TO PRO APPLIANCE PROTECTIONIF N ~ REQUIRED BYMUNICIP MUNICIPALITY. !'\ SEE SHEET 4 FOR DETAI S I 2 CAR GARAGE GRESS �TRANB'PER ' 8' CEILING LEVAT I dO N 20,-0„ Sl 6,-4" S3 7-10" , 10,-0„ 4 ENTRY ooil 1 1 EGRESS I�- cw a 10' CEILING " SEE ELEVATION FOR d18.C WINDOW SIZE & 7ff4 GARAGE DOOR ELEV. BM3___ 11 III _ & D_ --16" SQUARE COLUMN TOP 15 9%0" '-4" 2'-8" 9'-4" S-3 S12 S-2 i ' ' S-2 H ' O I 16 x 7 OVERHEAD DOOR 2'-W 16.-0j1 2'-0" 6'-4' 20'-0" 191-8" 39'-8" FLOOR PLAN SCALE: 1/4" =V-O" ALL ELEVATIONS BIBB 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B ', I� � \�� ��V1' A +27.6/-29.9 f R )+27.5/37.G. +26.5 / -28.8 +26.5 / -34.4 +24.$. / -27.1O +24.8 / 31.1 +24.3 / -27,5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND', SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BFARING FRAM E_ 'WA[ I. 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 N GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a Pllnlmum 13/8" solid wood door, solid or hbneycomboore 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 aide. Garage beneath rooms shall be separated from all hbbitable rooms above by not less than 5/8 inch (16.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the siNcture supporting the separation shall also O Protected by not less than 1/2 Inch (12.7mm) = gypsum boats or equivalent. in N 4. R312.2.1 Window sills In dwelling units, where the tap of the sill of an operable window opening Is located N lees than 24 inches above the finished floor and greater N than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods). 5. R308.4.2 All windows within 2'-0" of doors and In shower or tub areas will be safety tempered glass. 00 6. Calling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on m roof diagram nailing schedule or 5/8" COX. iX T&G acceptable for substItutlon. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) © shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding UU)) surfaces. U) 8. M1502.4.5 Duct length mo The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections 101502.4,5.1 through M1502.4.5.3 9. Callings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. eter. The OSB shall be attached w Sd nails at 6" O.C. field and 4" O.C. at edges or 7tl screw shank 3" D.C. field and 4' edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications B h w FDSENGXW (9 Z ._ Z 8 O g Z ,C 4y a , J N d - N Z ^ t/) ro � m O w g t/) RS c d c t- m U WCSIE U N7s ® Q `TUN' o a &a ■%AMQ L O%M!*Q `y FLORIDA CONTRACTORS UCENSE NO. CRC1330146 REVIEWED FOR 3000 GULFBREEZE PARKWAY CODE COMPLIANCE GULFBREEZE, FLORIDA 32563 ST. LUCIE COUNTY DIVISION LOCATION: BOCC PORT ST. LUCIE IVI Job Information: m ( FILE COPY AREA CALCULATIONS 1st FLOOR 1820 S.F. TOT \L LIVING (AC) 1820 S.F. GAI;AGE 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. 0 z �L0 WN 04 N tq y f N CL 0_ILU M, LO o LL _I m U) (!) Model Name! Number: 1820 TI Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9738 Sheet: Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR UNLESS NOTED .OTHERWISE STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. S. 1 PROVIDE MIN. 6 MIL. APPROVED :VAPOR BARRIER, ALL JOINTS TO BE REINF. OPTIONAL CURB FOR 'I 'I F F_ VARIES LAPPED MIN. 6" AND SEALED. GRADE SEE PLAN MASONRY @ELEV. 0'.0'— W/ (1) - #5 BAR CONT. " ' 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LES » * ,» , 1 OF FIBER PER CUBIC YARD FIBERMESH/RBERMIX ADDED TO THE • CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. O »: 2 TORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO • ." . REINF. W 3) - 4 5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG 16" (2) #5 SEE PLAN ;►s, DOWELS 17' EMBEDMENT W/ 25' EXT. ABOVE SLAB. (2) # 5 REBAR 4 COrySULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR REBAR BEARING 16" RECCESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. FM01. SINGLE STORY FIG 1/z' = r-o" FMO2 SECTION @ GARAGE 1/2" = 1'-0' 5 UA.O.O PLAN. SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. REINF. SEE PLAN F.F. R8.8" (1) 4#5 REBAR CONT. FM03 I THICKENED EDGE (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WA RECESS AT GARAGE OF GARAG DOOR. EXTEND6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. � »�'�,*.ice..^, a ALIGN DRIVE W/ BOTTOM OF •I: RECESS & PITCH DRIVE 2 STORY 4" GONG. DRIVE W/ 1/2" EXP W/ (3) -_ JOINTS 10" O.C. TYP. 16' (2) #5 FM09 SECTION @ GAR. DOOR 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) -1 CONT. FOR MORE INFORMATION) FM11 STEP DOWN BRG. Y: 6 NOi,WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. S ALL FOOTINGS SHALL BE MIN 12". BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY it 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 SWILL 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) IN 1-0" EQUAL LIFTS NOT TO EXCEEDING 12'.THE FOUNDATION SIZES INDICATED ON FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEING CAPACITY OF 2000PSF. e FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY. CAP: Ibe V' 0' X CONT. 1'-0" 2 #5 E.W. 80T, 2000 F2.0 2'-0" X 2'-0" V.W 3 #5 E.W. BOT, 7200 20" X 20" #5 CONT, - - F2.5 2'-6" X 2'-G" 11-0" 3 #5 E.W. SOT, 11000 REBAR F3.0 3'-0" X aT-0" 1'-0" 4 #5 E.W. BOT, 15600 1/2" In 1'-0" - 1'0. F3,6 3'-S" X 3'9" 11-0" 4 #5 E.W. 80T. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. ROT. 28000 F4.6 4'-B"X*6" 1'4" 665 E.W. BOT. 34WO F5 0 ',, 5'-0" X 5'-0" 114" 6 #5 E.W. ROT. 42500 SEE PLAN FB.O 6'-0" X B'-0" 114" 7 #5 E.W. ROT. 61500 REBAR S 4" FM12 I STEP DOWN NON BRG —SEE PLAN " ��^ OPTIONAL CURB SLOPED GROUT a OR MASONRY AT TO DRAIN 4"x 4"x 16" o N ELEV. BAR WITH CURB (1) #5 BAR .CONT. �Jr 8"�F' (G.C. VERIFY) 00 F.F. REINF. m 1/2" = 1'-0" SEE PLAN TYP. SEC. 1° _ • (SEE PLAN) 2 #5 CONT. INSTALL LINING ` w o 2 #5 BENT BARS W/ MATERIALS PER w w MIN. 25" LAP SPLICE LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWOSTORY FOOTING -INDICATES PAD FOOTING FBC-R P2709.2 • • N in . • ° 16 MUDDED FLR. " SLOPED TO DRAIN #5 CONT. MIN. ECESS SHOWER 1/z"=10" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" FM14 SECTION @ R ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN ° #5 CONT REINF. CONTINUOUS AROUND CORNER • ° BY COLD BENDING THE BAR WITH SEE END. FOR ., . MIN. BAR LAP OF 25" QUANTITY aDlip #5 X 25' X 25" p c CORNER BAR ONE N E FOR EA. HORIZ. w REBAR, TYP. U.N.O. :.� ::,a." " (2) #5 REBAR 16" A/C CHASE 77 4" PVC SLEEVE 2 STORY. 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. FND PENETRATION 1/2'=1'-0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS. LAT. MAXIMUM F.C. SPACING (O.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" S. 10" 16" 20" W/ (2) #5 BARS <674# 61.8. >2'4"3'-4" 10" 101, 20" 24" W/(3)#5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0' >4'-0" - 5'4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 018" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL N(1TF.q" 6 SEE CHART ASV. -MAX. F.C. " SPACING (O.C.I 'I W.W.M. TO BE TIED TO #5 A CONT. REBAR (1) #5 HORIZ. CONT. TIED 70 EA. VERTICAL REINF. BARS #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0' (1) 05 HORIZ. CONT. TIED TO " EA. VERTICAL REINF. B " FIN GRADES' MIN, + TO TOP OF e STRIP FTG. COMPACTED CLEAN FILL IN MAX 12" UFTS STRIP FTG. W/ QTY OF "MIN. COVER C REINF. PER SCHEDULE FMASWISTEM WALL SCHEDULE SCHEDULE 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND I. F.C. ABV. FON. #4 TURN BARS ARE REQUIRED ® EACH FILLED CELL LOCATION. EACH BAR TO PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0' INTO SLAB/ STEM /-SEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO / #g CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE »16" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h » TALL (TYPICAL ALL CORNERS) C. 6.IFSTEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS »SEENOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NITS b i. 0 v I It 0 r a - COMP. UNIT HOSE BIBB 39' 8" 13'0" 12,10" , 4„ 3' 10- 4, 0— 3, 8 FM19 3 TYP. a CORNERS ■ ■ ■ ■ ■ ■ ■ ■ .-----____________________________- ,-___ _________________________ HOSE BIBB o ' ; fM01 i- ( 3 3 0 FM1T FM11. i ; i- 3 ; 3 ; 1 ' ID ' F2.6 I z F2.8 IA xa M 0 ' a W \VI I STEP ON. 4" 00 3 TUB r i W.C. ;. UNIT LAV LAV. Ljoj Id'-JI O _L AJ_ - t- 1 fLAV J/ 2' $-" 1' 11„ � 1to ' v _ J IN 11 8 T' W.C. Q , r- I TUB ill1 LES VARIER I , I 1 VERIF4 DRAIN I LOCA)ION 3 X 4 i F.G. , SHWIR .. In L _ _ 7 L — — — — J , 2' 2"L 12,10" „ 24. 8, ; p I(. I a 1 ,'J,.-Q ��`�` ~ DPW • )` LLB _�JJ ; , N � w% SINK`:. to 12' 11" o PROVIDE CHASE i FOR HVAC UNIT VERIFY LOCATION ; 0 ' FM 01- 3 ' ' I I `7� ' '-------• rl '-' STEP ON. 4"' I I §, E F W.H. 1 12 FM11 3 1MIU CpF 1s 5T. ja iE QOL C7 V ' i FM02 a m, cn Zcn <'------- ' ------------" , , STEP ON. 5W' o 20' O" 6' 4" ; ii i GJ "a i _ 1 y - -- - ■ ■ ■ b i xo �0 E oaW 3'8„ 7' 0" , ' ------- --- F2.5 M I , , ' 1 4" � 1 , 3 t ------------------ ------------------ ---I Ls ■ ■ ■ �T (2) #5 BARS W/IN- �J EACH F.C. TYP. 0 EA. 16' 0" SIDE OF OPENING FOUNDATION PLAN SCALE: 1/4' =1'-0" ALL ELEVATIONS )R �N` NR CC ,`pQP'it,1ottT ''Ater r ;0 CE OF " q= e �'9�'• S QR �f3 ; ar^^ Iglte�ill1et Eo- U IWO a g w g Y■I , 00 Inn V §m tJi Ii Ci 92H e� •cT"gS uj F � �y LL W rn a ° y � ■m�°r'� m C � H Z� 1 Be] z11) o WWN.FOSFNG.CIXN ❑ ❑ ❑ O ; z_ , z C4 g k 16' a y 1� L✓1 UI m A w v (Dow (A � c U m i4 E NISM c wC Q , Q N Ou�O A DAMS HONKS FLORIDA CONTRACTORS LICENSE NO. CRC1330 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: nloo 0 C W° 1 N N ° 0 Z1�N U"> � � � N a)f O- 0JLL6Z) M UT o u _I 03 U) U) Model Name / Number: 1820 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9738 Sheet: A Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING , & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 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 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 4096 OF"A" = (.40 x 24,010) = 9,604 + 100%OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 1 1/2" VTR TO SANITARY SEWER 4 En USE 2 RED HEADS TO ANCHOR WALL 2'•8" ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) 1IALTERNATIVE PROTECTION BARRIERIN.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR C VERIFY LOCATION WIP IN GFI W DISCOON�NNEIIT L: BIBB ------------------- INSTALL FAN IN5'TALL FAN BOX PREWIRE WP. OX PREWIRE GFI INSTALL FAN BOX PREWI RE 6..d'----------- - ----- -------- --- lz I X , I , , CM I � , I I I , o GFI , II � o ' o GFI ` .l` C=D' Kl \ FAN I INSTALL FAN o , PREWIRE I I BOX PREWIRE " \\ " ' 'b �, ci. 1. GFI GFI 20(PP I 'GFI_GH GFI , 0 220 - i HOOD / I , , GFI / CEN. OF WALLOE o I I I , 220 r GFI dt = GFI I P GFI @ ELECTRICAL„ WH• 220 42" AFF PANEL C ' , w (ATTIC ELECTRIC / \ _ IF REQ'D BY CODE / \ ^ - INSTALL FAN c h BOX PREWIRE J f .7 W ' w¢zz I , z z zi am LLa/ /DOOR I ' BELL I lmmom I >g GFI tV GFI@ , WP o m & c 42" AFr O m N w FOR GARAGE DOOR OPENER O OHS Z J H 13 ________________________________________________ I � , I , I , I I I , I , I , COACH LIGHT COACH / LIGHT COACH LIGHT NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. BIBB ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44' AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2' ARE 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 AFCls (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). S. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.i.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 tS 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 (} T� CEILING MOUNTED FIXTURE I[] n n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT W 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL RT.V. CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX ❑ WATER PROOF RECESSED LIGHTING O THERMOSTAT I'VED FOR ® BATH FAN LOW VOLTAGE LIGHTING. NCB BATH FAN W/ LIGHT C�< H C SYSTEMoUNT STERCOM ® L.E.D. DISC LIGHT GARAGE DOOR ® PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4/D ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND FILE C SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 6 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWEf2 CO. ►- v mg c3T N00 g cw`�g w 00 00 HMO `Bme� _ �a ci ®NmoH ,C .Q.-'Ary a 3m�' Q�'g LL.2 w a 30 2gas zagm�S ®10t i " a��o Wr9imm Y" W gwa ¢ O m 2- iX d ¢ d Ra 83v O Oc� J N o 0 � U t WSaG.00N ❑ ❑ ❑ �W4V - 1M z —0 W z o n 10 J a Z N N m m nY u OW C f- J m x ohN ¢ do Q: A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFEIREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 I— z�LO 0 In W ° U � m m r U C N N z N t0 I—�Um y N ti a 0 _3Lu ZD Io o J m U) (n In VI Model Name / Number: 1820 VI Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9738 Sheet: 4 Of: ELECTRICAL PLAN FIN. TOP F B FIN BEARING @ ENTRY -TOP OF BLOCK 12 SMOOTH DECORATIVE BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 48" OFF RIDGE VENT OF BLOCK FIN. FLR. DEL 25 SH W'DOW HEAD -IGT W'DOW HEAD HGT LITE TEXTURED DECORATIVE to CEMENTITIOUS COATING . FLR. 25 SH (2) 3050 SH 25 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" UTE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "B" SCALE: 1/4" =1'-O" 48" OFF RIDGE VENT Ij 33/2 SH 48" OFF RIDGE VENT m ro DBL 25 SH TOP OF BLOCK b ro FIN. FLR. 48" OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Incites of venting needed equally for Intake and exhaust Soffit product provides 4.12 net sq in/sf`. Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sE, Overhang distance 1.33ft S.F, of Area to be vented (SF) 2409 s.f. Total needed for exhaust for upper 1/3 578 net sq mches Total needed for intake (soffit area, lower) 578 netsginches . Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with. ORV) 32 Lineal Feet of soffit needed to meet required . 105 Lineal S.F. provided by plan 209 TOP OF LITE TEXTURED DECORATIVE CEMENTITIOUS COATING SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-D" SEE FRONT ELEV. FOR SIZE & STYLE FIN. FLR. LEFT ELEVATION "B" SCALE: 1/4" =1'-O" b ro REVIEWED FOR CODE COMPLIANCE JCIE COUNTY BOC',C OVERHEAD DOOR S.L. AND 16" H TRAIN. ABV. CEMENTITIOUS COATING RAISED BANDS DOOR STYLE MAY VARY REFER TO SPECIFICA71ONS FRONT ELEVATION "B" SCALE: 1/4" =1'-O" OF PEE Q?� 100, r�'� a p CN ro Lo §S w gg gl to I-- 00 M OD r- 04��@ a g� Sp Yp xk iL Lq NW .73a3 k 2to ti $ v5Z q G < r. 12 m9 " 8 8 W U V) 8 r°- T m �wY1/W.FDSENG.COM ❑ ❑ ❑ W 0 z_ o Z N 0 J N in z " t/1 m Lo 0 m �I CO) ru HJ m � F L V OD UIn0 c oo a y up, a N 0 ?0 a:m RAMC Ur%MCC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 QULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: `0 1 z tv TH 0) w N N tD L CL 4i to m > d a 0 -j Uj Jm(!)cn VI Model Name / Number: 1820 VI Plan Issue Date: Monday, January 11, 2021 VI KA PROJECT NUMBER: 20-9738 Sheet: 5 Of: ELEVATIONS SEE D G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN I 7/16" OSB SEE"HIP/R BLOCKING" pit) "OLTALD 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. inn CONTINUOUS BOTTOM CHORD ATING OF i`mill N \ \ \ d EQ. BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 42 SYP 4'-O" O.C- MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12}[72:12] (SO FEET) (-) VALUE DENOTES SUCTION a=Nit /% AREA ROOF 1 2e 2n 2r 3 �,1.00 3e 3r HIP -37.02 -51.06 57.06 10 GABLE -37.00. -37.00 -58.99 b8.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE➢: r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGEAND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (1 Dd) NAILS @ 4" O.C. ON EDGE AND 4"O.0 INFIELD r ZONE 3, 39, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING, O O SHINGLE: 1232' E'XP. 1 (1220) TII F' 123e EXP. 1 (K20) NOSE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Bd (2 35" x 0.113") NAILS law-" 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN �32". SHEATHING SHALL BE FASTENED "'"'kkk"' a WITH ASTM F1067 RSRS-03 10d (2'/" x 0.131') NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS B-G, 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF TO 45 DEG. RAFTER W/ BLOCKING @ 16"'D.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING - 12 I4:12]-[12:12] 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM le' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le. 0 NAIL AT BASE 2 ROWS @4"O.C. W/ Ed COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS@ 4. O.C. w78d COMMON NAIL. © NAIL OPENING PERIMETER W/(2) ROWS 04' O.C. W1 Ed COMMON NAI L. O NAIL INTERIOR AT 6'O.C. .1 Rd COMMON NAIL O STAGGER ALL VERTICAL JOINTS R NAIL 44'O.C. w/ ad COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER w/ Rd COMMON NAILS @ 4' O.C. (2) ROWS @) TOP 8 SOFT. © (2)Ed NAILS 03"O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. EXPOSUREI SHEATHING PROVIDEBLOCKING 11 11 I 11 tl I REQUIRED PER I I E SECTION X-X IF NOT _ FULLHEIGHTSHEET - -___- ---_._I-. --- --------- - ©^ FLOOR SYSTEM NOTE: 0d NAILS FOR WALL SHEATHING MUST BE MIN .131' X 217T'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le (2)- 2x TOP PLATE BEYOND ISM"OSB EXPOSURE SHEATHING a4� FoF Jnn�� LL�0 cM LL .LvIALL SHEATHING 2K4 P.T. BASE PLATE BEYOND SEE A PLAN 2x TWEERIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM AT LOCATIONS 2 X 40G LOCATIONSMIN2XI N SPF TURNED VERTICAL W/ 7116' FLITCH PLATE TO W/ (2)12d TOENAILSEA END. NAILFUTCH 3B" -S'=NAIL PLATE TO VERTICAL W1(4) Rd SPACING NAILS 3W' It2" q 1/2" 8 (2) Bd NAILS @ 3- O.C. STAGGERED 8 2 VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. ----� --- -----I'-= II III , i E II 11 11 II II II/-- SOLID 2x BLOCKING @ALLSHEATHINO EDGES w F /�1 a D IIM (SEE SECTION XJ() 0 OPENING I L_JL III II 111 III- X --II. 11 N 11 II II O Z W y III III 1ii C w lil III-- X-II---11---I E III III.I 111 11 II II I III 11 II II I 2x BTUDSBEYOND. US19i _ -__--- 1I II I III III III 1111 I 1 I II I I I I II I II II I I II I II I It II II III 11 II II I III ll 11 II l III I I I I SEE PLAN m oz fill 111I 1111 It II I I I II I II YI I III 11 II I I III II II II' I III II 11 II I �z 111 I I I Ii 1 III II 11 II I �i TYP.A� CONNECTOR SCHEDULE FOR: ADAMLS HOMES -1820 ELEV 8 BEARING TRUSS ACTUAL CONNECTOR UPLIFT TRUSS 10 CONNECTOR ID FASTENERS NOTES POINT UPLIFT DESIGN RATING CI-05, C1V-05V, E7, E7V, L/R -307#or less HETA16/PER TRUSS MFR 1810# (9) lOd x 1-1/2" E7VP, H7, H7V C1P, E3, H3 L/R -213#or less H1OA/ PER TRUSS MFR 1040# (18)10dx 1-1/2" A01- AGE, A09, A10, D02 L/R -804#or less HIETA16/HETA16 1810#/1810# (9)I0dx 1-1/2" " (9) 10d x 1-1/2" B02 L/R -694#or less HETA16/HAOA 1810#/1040# 1-12' 18)1dx (18)10dx11/2" (9) 10d x 11/2" A11,Al2 L/M/R -932#or less HETA16/H10A/HETA16 3810#/ 1040#/ (18)10dx 11/2" 1810# (9) 10d x 1 1/2" (9) 10d x 1-1/2" B03-B05 L/M/R -655#or less HETA16/HETA16/H10A 1810p j 1610# / (9)10d x 1-1/2" -1040# (I8) 10d x 1-1/2" 19) 10d x 1-1/2" A07 L/M/M/R .715#or less HETA16/(2)MT512/(2)MTS32f 1810#/1980#/ (28)10d x 1-1/2" HETA 16 1980#/ 1810# (28) 10d x 1 1/2" (9) 10d x 1 1/2 (10) 10d x 1 1/2" A08 L/M/M/R -1859#.orless (2)HETA16/(2)HTS20/(2)HT520 1920#/2620#/ (48)10dx 1-112" /(2)HETA16 2620#/1920# (48)10dx 1-1/2". (10) 10d x 1-1/2" TRUSS MANUFACTURER PROBUILD 'bA'TEbF(AOUT " DATEbFTRUSS CUT SHEETS 12/23/20 L-LEFT, R- RIGHT&M MIDDLE BEARINGS. : 1 € BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFAC1X1AEAS TRUSS ORAWLN(a' ALLCONNECTORS ARE SIMPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 CN c F RAKE FRAME BRIG WALLS TO 10 � co' 3/12 VL; 10'-0" CLG 3/12 VLT S-4 (2) p TB15 D 2) 3/12 VLT 103-0" CLG ,- 10'-0" CLG 3/12 VLT ODD SPACE 3/12 VLT - T 10'-0" CLG 3/12 VLT 8'-0" CLG ODD SPACE > N M 10'- " CLG BRG. 8'-0" AFF W KNEEWALL 10'-0" AFF 8-4-0 B TYP @ FRAMED HIP CORNER TRUSS LAYOUT 8' 0" CLG IBII SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS BPF 0YP CONNECTOR&FASTENERS SEE, 9YP OFRAMEID 1ETA18W (e)10tlx1 V2'CA 1810 HTA10 W(10HOdx1llr OR 18)0 MASONRY HEA20N(WlOdxi V2' MA20N(10)10tlx11? 1M6 ©FRAME TO FRAME H2.5AW(10)Bd NMLS 535 385 RT7AvdO0�WMLS 515 SM © PMME TO X10A W(IS)IM.1W 1018 1040 RTI6AWO71104 x 11N' age RED FRAME H1OA-2N(IS)I0di11/r ATZR.YT3MSSES 930 1080 RTI&2 NI18)10tlx1 OTAT2PLYTRUSSES 835 I080 FRAMETO MTS12W(14)I0dx IIW(AT ExtERpR 860 98o MTW12W(I4IW.l1X(ATEXrEF1OR I= Iles FRAME LOOATION INCLUDE (3) 12dT0ENA1L8 LOCATIONINCLUDEI 1Bi TOERAOU 0 FRAMETO MOTNIMFl OcINNLSAN03B" ATA. whr � 3805 MUITISWRMINNA3.9ANDw8' AT.RW 1990 N85 MASONRY EMSEDMENTWI&BPBON'BET'EPDXY 1S EMBEDMENTN8IMPBON'8ET'EPO(Y FRAME TO HTWDWR4110dx11?(AT EXTIBM 1128 HTMROW(8/)I0tlx1 OT(ATEXTEPOR FWME LOGTpN NCLIAE )12tl TOENAL9. 1810 LOCATION INCLUDE )12tlTOENAl6 123E 1300 FRAME. TO R)HT32OWRMtWxt VZ"(AT ENTETOOR 2250 am (2) HTW20 wK48110d x 1 W(AT EXTERIOR FRAME LOCATKNNCUX)E(8)l2d TOENAL9 LOCATION INCLUDE (All 2d TOENALS WAJ 2570 3060 HGT-2W(16F0d NAILSNA(2)SB" A.T.R. HWT2W(18)1W NAILSANDE)W AT.E. 19 SNP, Wir EMBEDMENT./MMPSIN'SI 10890 W Ir EMBEIXdEWWVMP9ON'8Er M20 ma EPDXY(LIOT-3r-OR3 Y) EPDXYOJGT3FOR3PLY) OFRAME H TO FGTRW(18)1/4'x W SM WOOD SCREWS Moo 4725 RFUS W(12) W53 WOOD SCREWS MD 7100 MASONRY AND R) 1YY xYTITEN HD ANCHOR SOL r9 (4)3A'x8'WmOB-BOLT O) LGT2w/(RH 16d SINTERS OFRAME TO S(7)W"x2-iN'TREN2 17M 2030 MASONRY SE NOTEMB LOW ©FRAME 2 TO MA90NRY1 R) wT2 W (32)16tl MI3ER8 &(141 9500M IN"x21M"TITENRFLYTRU98) 40B0-M R) LU3TJ W RKO lW SNKERB & (10) 1/4"x3'WEDOE-BOLTRPLYTRU6) J100M 3100f8 3240E 877aF 3600E 4528E FRAME OR (20)1Bd SINIa it6 FOR PURIE (EA) DRfRI9d61NXERSFORFRAME(FA) S FRAME IV MA90NRY/ (2)M3TSWR97 t14'x3'9D38CREW8 81319'S'xY TITEN (2 PLYTRUSS) 6730M 057U-M MIM WR41 tM'x2 tITW925 848341 )0604 0010E 086a.F 6CAEW381413'6"x5"WBRPLVTRt!&6) 04� 7710-F FRAME OR (e211m NNNER9 FOR FRAME (EA) OR (66)10d91NKHL9 FOR FRAME(EA) (� BEAMTO XWi00PT HUCA10WItM iBtl&OO11DI GARRY) HDAIWOPIHD4IOFW(2151Bd6(t0110tl DP306L ©2 .'D MASONRY/ n "nv.»"vn k., "Iw-w - UMIMU D2)I/4'x2WV1TTEN(TOMAS.) USSR) 0R]Ga0 U8113S HD4BOPIHW&wm1 NVL9& 02)114'x 23/4'TAPCONS CFO MA3.) DR162E U31030 (irni U#350 FRAME OR (is)10tl&(8)latl (EDIT FRAME) SYP-P SYP-M CW OM 1Ba 810110a(FOR T"AHEI SYP-F SYPA FAAMETO R))ETAI80PT(2)HETxm) tB20 1020 (AHFA18OPTR)HTA20 I070 O MASONRY 14RYW(10)INAI Vr OR 2385 298E IH`LYWOO)INXI 1ZOR 24M 2-PLYWR2)l6d. 2-PLYWF2j1N XTMM18 w/(B)10tl�09DI4I11452114^ me 1110 MWMIBWIBI�0f3&BOLT (d)114}1 BN` I'm 142E O OFRAME MA90NRY OR OR HTSMW W 00)IW NAILS AND(4)1149E iN' we 1110 HTWM20 .1 (1 B)i N NALS AND (4) IMSl aN' TAPCONB WEWE-BOLT t45 1226 OFRAME P TO HIM W(5) W xl 1W NAILS AND (2) 3B'x4' 780 810 MASONRY TITAN LID TO DTPlZW(Elm'xl 1R'SOS WOOD DT8-T2W(8)1N•x11R"W915WOOD OFRAME MASa,NiO, BCAEWSANB (1)11rB AT.R �OXIEDW RM 214E SCREWS AtA (1)iMBhT.R. EPDAEOW 1510 JIM SIMP90N "BET' SEE NOTEN SIMPSON'9EP SEENOTEN HMW(24)16dW IFYNAILSAND(1)WIF NTT43W RB)i6tlY2IR'NAESMlO (1) O ARrot' AT.R.EPDXIEDW/SIMPSON"SET' 4375 S090 50-0 AT.R EPDXIEDW SIMPSON 1ET' 500E (BEE NOTE 44 BELOW) (SEE NOTEN SELOV" TO N174 W(la) 16d W IW NAILS AND (1) M8' S HTT43 W(IB) 1W x2 la -NAILS AND (1) ©FRAME MASONRY AT.R.EPDXIEDWISIMPSON•SET' 3640 423E Y8"B AT.R. EPO%IEDWMMPSON"SET' 4160 (SEE NOTEN SELOW) (9EE NDTEN BElOY4 O. FRAMETOf1109WRd)100x11lY NAILS TP S10 LUOTi W(23)80x11fY NAL9 B3 1N6 FRAME TO HM2KTW(471/4k1112'S03 WOOD iRIMXW 1W 11?W2LB8 I O MA90NRY 6CREW68Oi)1N921I4'TAPCONE 70D 7B0 (4)IN"z)13M"TAPCONB 135E 199E TO `GT w D 0) 1T4'xT SDS WOOFSCREW54 OFRAME MASONRY 11,.'3 AT.R. EPWO® W SIMPSON-SET-MAS 4WD N it MIN EMBEDMENT TO (2)VOT W(32)1/4W' 6O8 WOOD SCREW OFRAME MASONRY 1(2) We AT.R SPDXIED w/SIMPSON 3170 7IN SET W Ir MIN. EMBEDMENT O FRAAISE Vt3TW(ie)vexs'S0.9 WOODSCREWS3 =T 0825W/(10) 1M'x21M'SOSWOOD 325E 4M5 MUGTISW(2TJ1W NNl9&HR49 w/(18) 41MW FRAME SCREWS6(1)MB"BAT.R toe NAIL981116M-BAT.R FRAME TO (2)HTT3 W(32)18d'x21II NAL98 (2)HR48W (d2)10tlY21lY NAL9 O. Y FRAME (t)S/8"BATR IEEE NOTENI 497E am 8 S/e"6ATR N,-. MISS neue°er rvwMemnP un.eA. 1 CONNETALLFLOORTRUSBESMINMMORBEARINGWOODWALLSIV"SW(2)12d TOENAILS. 2. ALLTRU89 TO TRUSS CMNFECTIONSARE PROVIDED SY TRUSS MANUFACTURER, U.N.O ON PLAN. 3 GC. MAY USE EITHER SIMPSON OR USPCONNECTIONB, SEE FRAMING %AN FOR CONNECTOR CALL OUT. 4. FORSINGLE PLYTRUSBE8,SCAR ON FULLHPGHTSYPNVM"TOIRUSS YFRTIGLWEBW(2) ROWSOF10dN & it MN.A.T.R. EMBEDMENT@CMU SONDBEAMU.N.O. G SCAB TRUSS CXCPDW4'4Y2x SYP W1(MATCH CHORD LUMBER SEE) w1151ROWB 1Od 8il FROM END84.O.C. V MIMMAL CONNECTOR UNOON FPMIING PIAN 1. CONFECTION FOR ALL ROOF/FLOORTAU68E8 TO MA90NRY WALLBIUNfBAII WOI.LS ONO ON PLAN 2. CONIECTONAT24"OR3r O.C. PENOINGVENTICALSFORALLFLOORTIIUBBESPARALLELTOMA9CWRY WALLS SEE DETAIL P81/ 1 FOR MORE INFORMATION S CONFECTION FOR ALL HIP JACK(CORNER JACIQTO MAS0NRYWALLS40FWNJJMJNTELS 4. CONFECTION FOR ALL CONTINUOUS PM BOARD TO TOP OF MARONRYAT SY O.0 MAX W 12)AT EACH CORNEA. G.C. TO VERIFYLOCATNXN DOES NOT CONFLMw7rJ1 OFAPPLIDABLE) LAYOUT S CONNECTAII. FLOCRTRUSSES TO INFFPOR REARING WOOD WAU1MFANS*(2)12d TONAILS © MINMAL CONNECTOR.UNOON FRAMING PLAN 1l�1CONIECTON FIXi J/LKTRl189 TO W000 WALL OR BEAM l°/ MINMALOONNECTORUNOONFRAMINMPLAN 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 ROOK SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION, 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16' OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY.. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS R S was j\DVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS 190 IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APp�Q �S$E�i 11 RLSSIA P9 IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. (,98di . 6S NC C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL 012" O.C. U Vii 11 ram 1-.1111 1NI.t FILE CORM, ETAL DRIP EDGE x SUB -FASCIA CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIREDFOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL gaa S I O `1 DD l t G a57 y cCi `y� to to 00 Lk ik P�s �� (➢$ di a % Ci IJi i0�a § € qM g° Qom°_ � 0.I a. d D. 0- Y vi rp 2sa°"a z $� E' LL k Else 0 r 'R^ WWW'. FDSENG.COM ❑ ❑ ❑ 0 Z o Z z� ¢� J N a -n Z N (n rn 0Qj E (Q W g pw Q w `LP It U Q LT FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: Z O O � O O- Q) N LO 1 U N 'C _• 0 _/��-5 W W 0 ZD V (n M LO O U- Model Name / Number: 1820 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-973t8 Sheer: ^ Of: ROOF PLAN B LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FLLED CELL: FILL BILK CELLS WITH 3000 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN, LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB a MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. N SP4 WAS) -100 X 11/2 SP8 FOR 2x6 AND 2X8 WALLS PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 45 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2' x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "Y' BOLTS OR (3) 1/2" X 6- EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO t%x.,/..,.../..� �r...7 N.T.S. MS03 ♦sae�/lalr,., final alCl.Ttlll,r r,CTAtI #5 REINF. 20' MIN. LAP BAR q 43 OR#4 REINFORCING BAR /e' #p 8, #41 AP Set 117117 25" MIN.LAP #5 STD. 90 HOOK #5 "REINFORCING P #5 I AP CPI ICF SCALE.1'-1-O" 36. MAIN. LAP #6 REINFORCING BAR * GRADE 40 U.N.O. #6 LAP SPI.IltF MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2-A" 12' O,C. 1 2 x 6 1/4" X 2s/<" 12" O.C. 2 2 x8 1/4- X 2sk" 12" G.C. 2 NOTE' TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST- ----- - LINTEL a (2) 2X P.T. SUCKS W/ 1/2. O.S.B. BETWEEN FASTEN PT NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2x BUCK DETAIL I N.T.S. I LINTEL SCHEDULE LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD (PLFI APPLIED GRAVITY LAD(PLF) SAFE UPLIFT LAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM 1 0 17'-4" 950 PLF 198 PLF 404 PLF 104 PLF 16" MINIMUM ® 7'-6" 2661 PLF 131 PLF 1634 PLF 80 PLF 8F16 -1B/1T ® 4'-6" 6113 PLF 131 PLF 2724 PLF 80 PLF 8F16 -1B/1T ® 14'-0" 1002 PLF 167 PLF 559 PLF 152 PLF 81716 -1B/1T 0 2'-10" 6113 PLF 769 PLF 4460 PLF 398 PLF 81716 -08/1T © 7'-6" 2661 PLF 769 PLF 1634 PLF 398 PLF 8F16 -1B/1T Q 41-611 6113 PLF 769 PLF 2724 PLF 398 PLF 8F16 -1B/1T O O O ® C) O O O nNfV rGeV Id/Y CL6dR r cna. ..,T EOTOn In RPl LN4 l-NB'yGIJL RRWI]EDNRL fYARtS) o' nonlwL Mxo!X TYPE 15NATION r -.!LLm wltu cRout I u • uxrasr_m r CIIRNTY OF.5 PE"PP Ai bOr-GM LF LIMEL UvnT SFI�o-1$/1Ttr NPMIXALMIPI4 `aMTMQro HO"haL XEGX' PEaA" A!!LP MATERIALS 1. fc precast Ilntels = 3500 psi. 2. fc presuessed Ilntels=6000 psi. 3. fc grout = 30DO psi w/ maximum g/8" aggregate. 4. Concrete masonry LnftS (CMU) Per ASTM 090 W/ minimum rlat area compressive uta gth - 1900 Pat. 5. Reber provided in araceat lintel Pm.ASTM A815 GR60. 6. Field reber per ASTM A515 GR40 a Gnu Prestressing slap d par ASTM A41� grade 270 vd relaxation. 7. 7/32 wire per ASTM A5i0. 8. Mortar per ASTM C270 type M or S GENERAL NTES 1. Provide full mortar head and bad;cints 2. 3lore illlntl imnlz as reyukatl. 3. Installation of Iftel muY comply with the architecture; end/cr etrucWal cevA,ga 4. Lintels am manufactured with S1/2" long notches at the ends to accommodate vcrtieal cell reinforcing and grouting. 5. NI "Me's meet Pr exceed L/360 vemaal defection. except Ilntels 17'-4- and I onger Wim a nominal height of 8' Ibeet or exceed L/180. 6. Bottom field added retmr to be IocGted at the bottom of the lintel cavity- T. 7/32- diameter wire strups are Welded to the bottom steal for mCChenlaal anchorage. H. Cason place cancrete may be cy-v{�q In composke lintel In Ileu of ccnerste masonry Utica, 9. Safe load ratings based on rational des -gin arbiters per ACI 318 and ACI 530 10. Lintel min. depths are called out Or lintel plan. If contractor installs a deeper Ilmeithan Indlosted on the plan, (19ng this increases the strength of the lintel and is epprovttl Wlthaut nngbwedng letter. it a smaller lintel Is hateiled contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on MINIMUM 4' beadng, Exceptlan: Some leads far unfilled Ilntels must be redyul by 20% if bearing length Is less than 61/2% Safe bade for all recessed lintels bayed an 8" nominal Dealing. 2. N.R. - Not Rated. S. Safe foods are total supedmpasad eilowable load on me section spec#led. 4. Safe loads based on grade 40 W glade 60 field reber. 5. Additional lateral load capacity can be obtained by the designer by providing addioral reinforced Mabry above the precast lintel. 6. One #7 reber mae be substituted for two #5 "are In 8" limels only. 7. Thor designer may evaluate concentrated loads from the safe loatl tables by caPo bfing be maximum reeistlng remlart and area at daway from the fare of suppoiL 8. For composite lintel heights not shorn, use safe load from dart lower heigm. 9. All safe loads In units of pounds per linear foP. COCA ST. L UCIE COUNTY BBC `Y'.pq� PRECAST "U" LINTEL W/ 3000PSI CONCIRON*gt"BEARISW AT OPENINGS SEE GENERAL CONCRETE/WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT .HURRICANE R m R ANCHORS _"90 HOOK (TYP.I -X fi 4i LI Y T. 7 a lo K 2 REBAR ON BOTH SIDES 17 STD. 90 DEGREE- ANGLE iDOvv/1 p,g,I, OF OPENING U.N.O. W/1 #5 DIA. RESACONC REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE OMU COURSE BELOW SILL! FILL SOLID W/ (1) #S SAN FOR ALL WINDOW OPENINGS 6'H(n I'R' r _ :L p l I CMU U.N.O. ��i.'®I,,.--®-.'®-IIIIIIIIIIIIIIIII■ ®:i� �IIIIIIIIIIIIIII, -SEE FOUNDATION A FOR LOCATIONS PLAN MS01 I BLOCK WALL REINFORCEMENT N.TS. TYP. BOND BEAM 8" x B" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) T, lit F /1 Mg- R v0 a 00 ti 3 � 0 8 N qId, L2 3k 4k die + . 0 W RBA 0rem$.a a a W Q ba � y �ii z, w,s 2t Wy O O 0 F- �w� m O 44JJJ ,. °8�k� "" 0 8ta � rn p A B`. Z U y r U WWW.FDSENG.COM ❑ ❑ ❑ Z o Z N Z a J N a i Z N /\/��� 1Jto m Va/ 2 u c .O w c N cM wro I w L O 0 S fp N U Q allom 4:m ® SIA ENE 412 LEASUN Er Ill FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O I- Z O) C% eH Lin W i ro � N t3 a m O) / z C,4 LA 1-�Um N > N O N °- Q_lLLI M o M ,^ cl) Un u­ VI Model Name / Number: 1820 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER; 20-9738 Sheet: u Of: ALL ELEVATIONS LINTEL PLAN 0 SIMPSON HFTA 16 2x6 #2 SYP P.T. EACH END W/ (2)'/s'x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK Wl 3l8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. a: 5 1/2" DIA. x 8" O 1/2" X 8" A.B. W/2" "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o SECTIONAL ® OVERHEAD DOOR ett,ttn!eree`��� ae��� 'f ORf,�5'Y � CONT. P.T. #2VASE WOOD SYP 2 X 6" o ti t s TRIM ao ? r�0 Z6`V ;'� g1 (L: UI 2"1 WOOD JAMB a ° „!DOOR AND CONNECTON PER;: GARAGE SLAB p i��,i� GARAGE DOOR MANUIFACTURER V �ri 1ej"�* TYP. GARAGE DOOR :a TRACK MOUNTING DETAIL @ c' NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE g f MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 00 €� a OS §W LL LL LL Lo `Bmdy�mo Q�S` w a BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH y� L� B �' b a g@ 0 Z O E F h PERMIT APPLICATION PROVIDE BAFFLES 8 O~ BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS 12 ( ) Z �:< m co IL FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION , FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) T $_ P s `�. PROVIDE BAFFLES AT EAVES SEE p OVER APPROVED UNDERLAYMENT z $ r J r j SEE PLAN (FOR VENTED ATTICS) PER FBCR 905. 1.1 OVER APA 111 s ❑ ❑ ❑ -FIBERGLASS SHINGLES OR RE PENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- TRUSSES @ 24" O.C. ° WWFo3ENGt M TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT [RSH] - ON FRAMING SHT. FOR - Si& FASTENERS. O n Z AWI PER FBCR 905.1.1 OVER APA I Z ROOF SHEATHING - SEE SCHEDULE- PRE-ENG. WOOD (RSHI - ON FRAMING SHT. FOR TRUSS ANCHOR (SEE PLAN) ' SEE PLAN FOR N Z Q .. TRUSSES @ 24" O.C. SHT'G &FASTENERS. — - — - — - — - ' BRG. , • 1/2" DRYWALL TRUSS ANCHOR (SEE PLAN) FELT PAPER OR ETAL DRIP EDGE TRUSS PLATE j/�i U) Z N TO BE INSTALLED ON OUTSIDE 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP U1 0 m — FACE ' 3/4" P.T. NAILER •''J •� SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR N �� w 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA o -*-METAL DRIP EDGE 1/2" DRYWALL _� CURTAIN NAILER f 8 x 8 x 16 K.O. 1 x 4 P.T. @ WINDOWS LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM, KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 " lJ — c u o , CONNECT ALL 2xSTUD ZX SUBFASCIA 1 x 8 P.T. @ S.G.D. h O,H, W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. L� �� TO TOP PLATE WITH (4) 16d ToeroAILs SOFFIT, SEE ARCH. SEE ELEv, 3000 PSI CONCRETE "U" (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- OO °� NERS FOR NON LOAD U N E w t o $ ��. PLANS PRECAST LINTEL a °v v ° = 1Ifns 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE a N a , Jo ° °, e a BEARING SIDES NAILED < w/ 16d NAILS @ 8 O.C. o U 0 ,,v'' Q v ° ° ° v ffi Qwo c 4o' \ / / OPTION, 15/32- OSB EXPOSURE 1 ON O.H. EXT, WALL W/ ALL EDGES BLOCKED. 1/2" X 8" )-BOLTS � � (TYP.)4 COURSE HIGH A.F.F. (1) CENTERED EA. � CODE COnIIPLLi "`" GAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE BELOW THE HEADER W/ EACH SEE ELEV. SEETBI3 FOR NAIL ATTACHMENT. ( SIDE w 2" WASHERS i CMU BASE FILLED w/ CONIC / (OPTION) STAPLE: 16 GA. 13/4" PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. n NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. w/ (4) VERTICAL RENF w/ (TYP.) HOOKS INTO FTG & AT TOP COUNTY ST. LUC! E COU i� ly i FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. h REBAR W/ 3000 PSI OF COLUMN PLAN A-A.1 BOCC 3000 GULFBREEZE PARKWAY n CONIC, ALL LOCATIONS SHOWNON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN w DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN a N PORT ST. LUCIE LOCATION OF OPENINGS IN N A SEE FLOOR PLAN SIMPSOEXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL 11-10dN B M w/11-10d TO BEAM FOR BEAM SPEC. STUDS ARE REQUIRED). & TO FRAME BELOW ♦ Job Information: NOTE: 44" MAX. SILL HGT. ON r ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW CEMENTITIOUS DECORATIVE ell W/ SCREEN WINDOW STOOL n PER SPECS N i PRECAST CONIC SILL FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 u O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL ' MORE INFORMATION). SEE TB33 1/2" DRYWALL PER FBC AND ENERGY FORM EXTERIOR FINISH - SUBMITTED WITH PERMIT , (SEE ELEVATIONS) 1 N � ON SHEET 6 FOR NAILING INFORMATION FOR APPLICATION FTG. DOWEL #5 PIA. REBAR R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2x #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. 17" IN CONCRETE - 25" EXTEND (AC[ 530) ABOVE M AND ENERGY FORM SUBMITTED w/ 1/2 x $ A.B. (OR 1/2" x 8" T[TEN BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 r_ m 0 ai ?� 0 i WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN, 6" FROM END -SEE W507 WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER POST 04 > m WOOD BASE � i EACH END OF BEAM C•% SEEFOUNDATIONPLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR ' O J LLJ D M FOR SLAB INFORMATION TOP OF SLAB _ _ ' SLAB INFORMATION _ - TOP OF SLAB , , NOTE: 2 X 4 P.T. PLATE LO u. J 00 _1 " BOTTOM STRAPS MUST BE + INSTALLED ON INSIDE ♦ Model Name/ Number; 00 GRAPE '` GRAPE COLUMN. O NOT BEND a STRAPS UNDER PLATE. bq° �r �`" g° ° 1820 PLACE STRAPS IN FILL v " ° ° v'"v� CLEAN 3 o ' SEE PLAN FOR "" �., J CELLS w/#5 REBAR (TYP.)4 COURSE HIGH CMU BASE ♦ Plan Issue Date: v COMPACTED "<'� : c� .. RE -BAR QUANTITIES ° FILLED w/ CONIC - SEE PLAN FOR FILL . r • • SIZE, TOP OF COLUMN BASE - Monday, January 11, 2021 _ SEE PLAN 2'-0" AFF ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE FTG OUNDATI N PLANS SEE FOUNDATIONFOR PLAN 20-9738 NOTE: DETAIL CD21 / S•2 MAY BE SUBSITUTED FOR THIS Sheet: Of: WS01 I TYPICAL WALL SECTION - 8" CMU 3/4"=1'-D" DETAIL - UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-O" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS m m � w °,q W SSS° (2) 2 x 4 UM14ATIONS W/(1) (3) 2 x 4 LAMINATIDNS W/ (2) (a) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D - 0.162", L. 3112") OR EQUAL (D = 0.162", L= 3-1/2") OR EQUAL NOTES, 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE 1/4"DIA, x 51/2' LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAS( 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS I N.T.-5 FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES -jj 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. VERHANG •Y• �f. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D, MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL @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 JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU— 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 - 8d EA. END EDGE VIEW 1 `-SP4 AT COMMON 24" O.C. NAILS(TYP)—T SEE PLAN FOR WLL HGT. IxE/// !p 11/1' �'ry ER ,"EACH �I END TYP.• ' IF2x4 SPF Q • • ••• :/ NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• R D/ SQUARE TRANSOM BOX HEADER III N35 EACH • WINDOW OR DOOR OPN'G -CMU WF39 I TRANSOM DETAIL AT ENTRY 1/2" =1'-0" PROVIDE 2x4 ONTO 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) ae MAN, 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8'2 1/2" x 0.131 NAILS (SIM, w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. 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. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-0" * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS _ REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) 1 2 >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16, 3 4 3 4 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 2X CRIPPLES @ 16" O.C. SEE SCHEDULE W/ SIMPSON SP2 TYP. TOP AND BOTTOM 2-ROWS 12d NAILS ''I h STAGGERED @ 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE I2d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 STRAP S.Y.P. HEADER W/ 1/2" FLITCH PLATE Sod NAILS @ HEADER. (U.N.O.) 8" O/C TYP. FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OFFS? OR 8 1/2" AT GARAGE NG STEP DOWN * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE WALLS WITHOUT UPLIFT WF09 I WALL HEADER DETAIL N.T.S. STRUCTURAL SHEATHING CUP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ' ATTACHED PER NAILING SCHEDULE TB13 ON , SHEET STUD ANCHORING: STUD TO TOP PLATE: INSULATION EXTERIOR ' SIMPSON SP4 WOOD FRAME WALLLL PER FBC WO AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION I 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) I 2 X 4 P.T. I STUD TO BOT PLATE: I SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1/8" t-��• 1/2" X 8" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. - FOR SHEATING TO BE FLUSHT11 WITH BLOCK FACE 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 3/4" = 1'-( WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/(13)-10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL N.T.S. eeeeciunt/j y0 TOR PQIi S S �+ C�:'"� 41 qoi®silt 0t .lSeee a O a • 00 (lR �bQm Ei' ii LL M�gS�`5Je-6 €6 :. D: w 3 �wOaoI- Z�zW L J_ a 9ggp9 -Ei�W L LL o a ¢ rn O �a g Z v rS " VAVW.R)SENG.COM ❑ ❑ ❑ 0 z M — o 0 0 z � � J d� �n) V z 1 t!J cNn 0 a f6u' c o 0 w � 0 L/) =M „O& w �ru ~ �M U — v E m I✓`' EG 0 N ! d! C OD �s ¢ LV 6 hill 4 m ® MA MC LA AM o'Q FLORIDA CONTRACTORS LICENSE NO. CRCIM0146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: NO 0 z o�LO W Y m /V a z 04 LO i V 3 m `i c°I04 a Ln LL J 07 U) U) Model Name / Number: 1820 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9738 Sheet: S /3 Of: TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20•-O" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN ,- OR EQUAL TO 450 MINIMUM 2"x4" CROSS BRACING T "�,.- (SEE PLAN FOR - • ,.! LOCATION) ' • �.�.="j—BLOCKING yam" I I _ I I I (3) 12d _ I PERJOINT _ CONTINUOUS LATERAL BRACING- , NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPA CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) _12d Cm EACH TRUSS WEB 6j20�B ,•`'Y>\,.p ,I OR T11301 TYPICAL CROSS BRACING DETAIL N.T.S. 1802 TYPICAL CROSS BRACING DETAIL PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. .` S•� . •FS Sao' BETWEEN TRUSSES W/ (2) 12D c, NAILS EACH END TO TRUSS TOP CHORD �:. ' ��'0 ••• PEE O A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING wW,rr WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A SHEATHING RAL PACE Q' S (QN G.T. fo lTY1LGiN/1V•". ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 o TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSIDSHIP 12d NAILS @. 6" O.C. ''.. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'1) (2) 12D NAILS MINIMUM (3) 12d ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SYP TRUSS BRACING SEE *SPACED A7 10'-0" MAX m 00 'i Felm PLAN v ="N ad r ��8Q o x u 2X4 BLOCKING '�U � OdN� ac€ w a HIP TRUSS mR2�pm a BETWEEN TRUSSES 5°0 c g g 5 w$ d W N SECT. A A ffi ag z.'6 OTB03 HIP /RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S.W��� m��c44 ap8EeISOU J N O z J 00 925 3MMMW 5 WWaW\j.FUSENCa.COM ❑ El Z o] 8 TRUSS NOTES: /\��/1/ z o 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO AN51/TP1-2014 —" a y (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT r Z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED (n TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & 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 AREA7HEY SHALL BE SPREAD OUT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. y EVENLY OVER SPECIFIED BY THE TRUSS MANUFACTURER ALL 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING 11Z3 � 32 LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-D" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 0U (D 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. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. CO J m SEE TYP. TRUSS BLOCKING DETAILS U N E SHEATHING BZo 28 2 ,. 3 TO 4 TRUSS x4 AS SHOWN U �0) C ALTERNATE TRUSS SPACES DIRECTION G1 O Q N D M RDG ,. A DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE (2)-1 NAILS W/ (4) 12d TOP & BOTTOM OR H5 SEC N TRUSS TOE TRUSS OF 100 O - FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE (4I BE REQUIRED 0 RAFTERS GREATER THAN &.1W REVIEWED FOR 3000 GULFBIREEZE PARKWAY •.• SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN ouBLE TOP DOUBLE pLA B TOP PLATE PRE-ENG. TRUSS SECTION B-B SCHEDULE FOR SHEATHING DETAILS ®®E COMPLIANCE G �Y�6- ALL VARIES W ROOF �+ ST. I-U`iIE COUNTY DIVISION LOCATION: SLOPE / POTST. LUCIE SEETPLAN I OCC CONY. FRAMED RIDGE \ \ / / / . Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF 48" O-C. W/ (4) i2d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED W EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE VI/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ 12) MTS12'S REQUIRED 0 RAFTERS GREATER \ / e Tlwry s•-o^ 2X4 SPF BRACE \ \ / \ @ 48" O.C. - NAIL W/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY SHEATHI AFTER rd \ \ \ \ ALTERNATE DIRECTION O \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) , ■A FILE V ®� O 0 EACH END, COW. EACH BAY '-+ 0) B TB 2X4 SPF W/ (2) #7X31/2" / / TRUSSES p N ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 ®4B" O.C. / / SEE PLAN / / W f0 M Y BLOCKING PRE-ENG. TRUSS \ / / > r N N d) COW. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / / / CV 3 j 6) \ \ d SEE PLAN FOR CONNECTION SIMPSON) OR \ \ U) CO B 2X4 P.T. BLOCKING BETWEEN DIAGONAL DIAGONALWOOD 2X8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / @ 2'-0" ON CENTER \ \ / / CO ♦(r^^ '' ^) LO IOy O V J V / TRUSSES W/ (2)-12d NAILS @ AT TRUSS \ ^ / 2X4 SPF BLOCKING EACH END MAX 2x6 RAFTERS @ 2'-O"O.C. BETWEEN TRUSSES Y V Model Name/ Number: MAX. W (3) 120 COMMON / @ 24" O.C. MAX.w/ / WALL BELOW TOENAILS 7D RIDGE BEAM 2X4 RAFTERS OSPANS LES/ • \ (3)12d EA. END (TYP.) (SEE PLANS FOR TYPE) 4 Fr @ 2'-0' OFCRMAX W / (3)10DAry CONC. MASONRY SEE PLAN COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. A7 STEEL OR WOOD VI Plan Issue Date: _ T & B CHORD BEARING SUPPORT 1/2-SPACE TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Monday, January 11, 2021 VI KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING - SEE PLAN FOR MORE SHEATHING INFORMATION 20'9738 2x4 S.Y.P. @ 16" O.C. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. Sheet: S Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.Ts. ROOF FRAMING AND BRACING DETAILS n 6" 0 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame t0 the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. ill SPA EVE 6" 6" 6" SINGLE DOOR 31, 3PA __VE SINGLE DOOR W SIDELITE �„ 6a 3" b" b' 3- 3" 3" 3" 3" fl TT E 1 3„1 L1 13" 3" 3 DOUBLE DOOR W/ SIDELITES I" 6" >PACE .VENLY 3" 6 LOCATION OF BARRIER TO BE 1'-011 SINGLE DOOR W/ SIDELITES DOUBLE DOOR 3" SPACE EVENLY • 8" 8" 8' 8° 8" • SEP NTL NAIL SHINGLES W/ It OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS.6 PER SHINGLE. Oeal A ' i� Pooh Line valleybycenteefug " �'- 38"wide boa Me°t'0"saas Cerlainieea Wln e,G'sr aterpro"fngs Inghe 'eYv�v4± ndale or fZ? A �pgt� cutalentoff to 5 Rake ' MhPel •' o not nail within I. valley Embed each ehInBIs Ina 2" EDr a centerline wide mH at asphalt 1.91mlp�menl. "14° CuuetkA2' �va Id 0Ft•ImmeEer pieces W use In 5thtoae e. / Cut shirgloe 2" back from vmley centerline - SHINGLE INSTALLATION GUIDE 9< get Aw 3t6 60 .coots" ` 79" ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING. LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM Or 6' ABOVE 0" X 6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY MASTER ST SEALANT NG SH ES r FLASHING CO ., FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 6" HCRI2.r-usHlry AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION BUCK STRIPS - 2x (DEPTH OF W'DOW `• '' AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w, 3/J.6" x 3 1/2" PHILLIPS FLAT HD. "TAPCOW SCREW MIN. 4" FROM END AND 16" C.C. TVninAI n., E31 Ind! INSTALLATION OF WINDOW I/ w I I I I d—i'A I BUCK STRIPS -1x4 (DEPTH OF WOW, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2 DRYWALL FLAT HD. "TAPCON" SCREW THRU " THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURERPS SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S IN FRONT OF MECH. OR APP. WHEN REQUIRED 1/2"M3N,EMBEDMENT 2X WOOD FRAME BY OTHERS 411- WOOD SCREW 4" DIA, CONCRETE 5HEATHI IG FILLED PVC. PIPE. By OTHERS " CAULK BETWEEN FIN, 45HEATHING ° TOP OF SLAB EXTERIOR FINISHCY) 3dew MIN DiST A BY OTHERS ° PERIMETER 1/4" MAX, CAULK SHIM SPACE — - - - - — BY OTHERS Op °. CJ.A., ;_4 1' Ir- If I HEIGHT rA VI - `� �° 16" MIN. DIAMETER EXTERIOR,O I INTERIOR ° °_ CONCRETE FOOTING NJ _ — PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING 1 N.T.S. WINDOW INSTALLATION N.T.S .a DRIP EWE. MP MOE AT EAVES AND CABLES OF ROOFS. ONERL<P TO OE A MEN! MUM Root, SAVE DRIP EDGES SHALL MND hid SHEATHING AND EMEND BACK ON THE IINIMLM OF Or. DRIP EDGE AT EWES ROOFHEIGHT DOES SHALL BE GF4INCHFS Wall Framing; #25pr IPIWIPIr b Beier SiRme DO Xl _ _.- Sam Minimum Peneraaon 1-318" C ross Section view Mnimum Sillcane Ealerlar Siieaming . Oftho lAaPf. pa yotecd the blaks From smsche, and odher damage until comtruaw is eom,Nete Rep 1 Messre to be sure the opening is 3/8'to 1/2" larger than the window sin both veNcalN and hormontally. ' YOU MY wish ro Pre-ddt the Installation holes in the fin at this time. Step2 Apply a generous bead of silicone to the backside of Cie mounting fin. Use amigh slieooebe sufficiently nil all was between the An and the wall shesthing. Step Insist the window Into the opering tram the oldalde. The window a labeled "inside"and 'astlde', but tthese labeb have been removed, to qlazing beef should always be to the Inside of to bui Step 4 Instill shays under the is, adjusting tom lain the ways plumb In theopeMng. Shins should be installed under to sill away 2 feel The window should be basically centered in to operling wish w mere tan 114, gap between the window and wall framing. Rep 5 Install a #10 X 1.1 2' seise, 4" from to miner of the fin at audit end of the (head sill and bathjambs. Step Install the remaining fasters;lab'InmaPantsfrom the roilur schaystothe center ofeach hams member. Umrareretoover- dghten to sums and pull them through the Rn. Also, make sure the saes; go in straight and do Get am the frame to bow, Wait framing shpi d be a ,mmmun of #2 Sprucef"Fa: Pastahus should be#10 soma of sufficient length to Schleee 1-3/6' tpn htb the was and no less Man '2"form edge of firinang. Fads er ou antes needed in each side of fhame to aahle m W soairm Rah 8 If desired, a loam Insulation can be applied to the interior lisp between the window and wad hamhhg. Y applied, biasmusrfu w2ro6xndA, NG Tyy£PoAA/. Sep 9 Shmethem windows are typically used In rooms wish high gjaftme, le; butbrodns, t is mcaome ded that the lidener gap between the window and wall framing also be sealed with Allkone and tooted Po as not to interfere with the astaletion of wallboard, ble Or trim. Step 10 Once all construction is complete, Netnews the bubble wrap Ram the ihaMeaM outside of the window. Ifnecessary,cleandra backs With a mild detergent and warm water Using a soft troth. 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 Pressures Method Roofing: 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Flor Pro, ROOFING UNDERLAYMENT: 1st Choice TAMK 2nd Choice Overhead Garage Doors: 1st Choice 2nd Choice +30.0/-32.0 Swing Doors: 1st Choice +67.0/-67.0 THEE FIBEF THEP 2nd Choice +67.0/67.0 FRPr PAlxedulN AAf p0'.:'l� �(✓�iJ ..V a ` T A.• '..hit t'O B : I OF '! STT Q'•< tq al 11 Nto0 It P m aT 1• cc W 0000 tiff W r a d � w ' S a $ i 13a a ��'a z 3 � Mi rI � � m a LL E �i pi; � �.":; + 0 c a N O 4 U 0 � to Approval # :!e ur G.coM ❑ ❑ ❑ nww�w.rOSEt E W z 8 NO Z � a Y � N a -i z r FL7006.1 R-10 t!1 Ur m NAIL, FL21580.1 R-1 Q) 7 0 w o I,,,, m UNDERLAYMENT SHALL BE APPLIED AND FL12328-R8 O w VIVO, AT IN ACCORDANCE WITH ` ,to c R905.1.1 vm aim o CLOPAY 15 x 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA.x 8""J" BOLTS FL16546.1 c (no to ® C n d mu ^ Q CLOPAY 83W5 FL15279.36 WED kDAMS HOMES 1A TRU-CORP. 'LASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3' "`���,A° TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS` AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL "'°I ' ` FL20461.1 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 1A TRUCORP. FLUSH FL20 46,.19 SWING OUT BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM-0 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. ;L? '' 01 ,<` THEREAFTER (TYPICAL ALL 4SIDES GUI FBREEZE FLORIDA32563 Y Siding: DIVISION LOCATION: 1st Choice +0/ -146.3 The Tapco Group 7" Staggered INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS FL20403.17 PORT ST. LUCI E Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. Vi 2nd Chokcel SHALL BE BEYOND WALL DRESSING Jab Information: Windows: — I 1st Choice +40/30 MI WINDOWS 3540 SERIES single Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, IA" EMBED. TO ALL FACTORY DESIGNATIONS WDH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FICIN MLTH. OF SUFFICIENT THROUGH TO VIDDE B5/8- MIN. EMBED. INTO WOOD UCK USE #8 WOOD SCREW OFBUCK. FL 17676.1 R9 +40/30 MI WINDOWS 3540 SERIES Single Hung (flange) FL 1.7676.8 R9 3540 SERIES +50.0 -50.0 / MI WINDOWS Picture window SUFIFIENT LENGTH TO ACHIEVE 1%' INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL18644.3 R3 O �— z Mullions: 1st Choice M-1926 MI wlNDows Mullion VertIC81 FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1t/ FL 18504.1 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUMI M W1926 Horizontal I FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 825 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WINDOWSWITH MIN. 1i4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/35.0 KAYCAN LTD 8" BEADED SOLID SOFFIT VINYL i 1/2" NAILS -C, O.C. IN DIRECTION of SOFFIT LENGTH Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM PANEL MFG. INC. Galv24'anizeGa. s DIRECT MOUNT. TOP c/a"-20 MALE PANELMATE W/ WINGNUTS AT J2�/a" O.C. BOTTOM �"-20 SIDEWALK 46 PSF TNT. Steel Stonn Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 Name: TODD M. BORN Certification Number: Fl. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 LIJ z y M 03 6 Ell 0 N N to 3 N N d- 0JLLj=) M, , 2 J m (/) ch FL18644.3 R-3 III Model Name / Number: FL16503.4 R-3 1820 VI Plan Issue Date: FL16293.1 Monday, January 11, 2021 VI KA PROJECT NUMBER: 20-9738 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER FLASHING REQUIREMENTS BARRIER & THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS SELF•A HER DFLASHNGTHROUGH RESISTIVE - TEMPORARILY SECURE BARRIERRREsisrlvt: GENERAL FLASHING AND WATERPROOFING METHODS Dooa ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall WEATHER �RESISITIVE WINDOW UNIT envelope shall Include flashing as described In Section R703.4. BARRIER WOOD FRAME CONSTR. SLOPE R703,1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the s TAPE _ - EXTERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3l4'•1' BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF -ADHERED FLASHING accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOISTAND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) vexr"xaow,mowl WALL BY 61N, UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS D E TA 1 L S R703.2 Water -resistive bander. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over No. 15 studs or sheathing of all exterior walls asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be Installed In accordance with the water-esladve barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water-malstiva BARRIER SEAL TOPS OF JOISTS PER FBC-R (CURRENT EDITION) 703.7.3 barter material shall be continuous to the top of walls and terminated at penetrations and building appendages in a UNDER DECKING manner to meet the requirements of the exterior wall envelope as described In Section R703.1. SELF -ADHERED FLASHING (SEE DETAIL WPG7) SUBFLOOR R703.7.3 Water -resistive barriers Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood sheathing, shall include a water -resistive vapor -permeable harder with a performance at least HEAD FLASHING TIE-IN INSTRUXTIONS WIRE LATH Detail Instructions equivalent to two layers of Grade D paper. The Individual layers shall be Installed Independently such that each layer flashing provides a separate continuous plane and any (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the water•resistive barrier is directed between the layers. resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list of instructions below: Exception: Where the water-realative barrier that Is applied over wood -based sheathing has a water resistance equal to or resistive barrier 3. Fold weatherxeslstive barter back over head flashing and 7 PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Fleshing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's Instructions. Metal flashing shall be Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW W PO 1 SELF -ADHERED FLASHING W P 02 SELF -ADHERED FLASHING W P03 scoring cuts corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's of AN fleshing shall be applied in a memo. to prevent the entry of water Into the well cavity or ply FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the water to the building structural framing components. Self -adhered membranes used as flashing shall comply with with �� �� adhere to substrate using a square piece of flashing material (6 x 6 AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 (Sass 25 Grade NS or greater for proper joint ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) expansion and contraction, AAMA 822, or other approved standard as appropriate for the type of sealant. Fluitl-applied membranes used as flashing In EXTERIOR SHEATHING 3W" " BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold a3 Shown by arrows exterior walls shall comply with AAMA 714, The fleshing shall extend to the surface of the exterior wall finish. Approved ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit fleshings shall be installed at the following locations: REFER TO TECHNICAL ON CHEMICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WPO1) tight to comer 8. Mechanically fasten as necessary 1.Exterlor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER COMPATIBILITY SCORED exterior wall finish or to the water-reslsthre barrier complying with Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible Bashi rrgs shall comply with AAMA 712. Flashing nt exterior window and door openings shall be installed in accordance with one or more of the following: SELF -ADHERED FLASHING SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" w • (BEFORE FOLDING, SCORE HELEASEPAPER 10 SHOWN) AOHesIVEAssHoww> I.J.The fenestration manufacturer's Installation and flash) Instructions or forapplications not addressed In the VERTICALLY FROM BOTTOM OF fenestration manufacturer's. Instructions, In accordance with the flashing manufacturer's Instruction. Where flashing THRESHOLD Instructions or details are not provided, n flash( shall be Installed at the sill of exterior window and door o P Ian flashing 9 ' � MECHANICALLY FASTEN AS Pan }lashing shall be sealed or sloped In such a tanner as to direct water to the surface of the exterior wall finish or to finish ort NECESSARY IN CORNERS THROUGH the water barrier for subsequent drainage. Openings using pan flashing shall Incorporate Hashing or protection SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING at the head and sides.tive 1.2 In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING O �A / n� 'v, \ 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 2 WDMA 300 or FMA/AAMA/WDMA 400. a SELF -ADHERED FLASHING 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with NAILING FLANGE .� projecting lips on both sides under stucco copings. 4 DO NOT FLASH OVER - 2 SEAL TOPS OF JOISTS UNDER DECKING 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all wood trim. BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 2 7 projecting S. Where exterior porches, decks or stairs attach to a wall of floor assembly of wood -frame construction. S. At wall and roof Intersections. SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHING TWPO EXTERIOR DOOR WITH DECK 5SELF-ADHERED FLASHING rWIP06 HALF ROUND WINDOW 7. At built-in gutters. SELF -ADHERED FLASHING - - DECK PROTECTOR y� SHEATHING - _ Am 7/8" Cement Plaster 7/8" Cement Plaster -i in accordance with in accordance with ASTMC926 ASTMC926 -- ---- SELF -ADHERED _ FLASHING PATCH - - Felt hacked metal Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING - _ with ASTMC1063- with ASTMC1063 DECK PROTECTOR Building Paper Building Paper 7/16" O.S.B. 7/16" O.S.B. Sheathing sheathing DOUBLE ,_•"", : ,' �� SINGLE JOIST i Metal Kelp top edge JOIST SELF -ADHERED FLASHING �' Flashing . Of Weep screed SELF -ADHERED FLASHING 1 _ 2" below top of 2 3 1/7' block 3" MIN - Unperforated .. .. . . 4 _ Flange 7/8" Vulcum Weep Screed cauk bottom 2O 5 x joint only Maintain Bottom of Metal Flashing SELF -ADHERED FLASHING W P07 SELF -ADHERED FLASHING W P 08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2" to 2" 3-1/2" Unperforated Flange 7/8" Weep Screed \H0.8362x;DECK JOIST OUTSIDE CORNER .-. INSTALLATION OF THE BUCKIRECEPTOR. Above Roof Sheathing f,. 1/2"Cementitlo S NCE �' decorative Fi ' LUCIE COUNTY 5 • • o, Af)lnsicle and outside corner will EXTERIOR WINDOW UNIT 0 needto be miter CEMT. FIN, cut and caulked all Cement Plaster •, butt joints need to BUILDING PAPER SLOPE SLOPE in accordance ASTMC926 o a becaulked using SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in with over wood 2nd Vulcum caulk for all 0.3 in: 12.0 in (0.6 cm: 30.5 cm) - - - (0.6 cm : 30.5 cm) floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. C f ILE CO BUILDING PAPER WIRE LATH - - 1/2" Cement IV SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH ` 2 1/2" Perforated °• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement d Screed Plaster over block EXTERIOR Iatfloor ' WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL $ 3 Note: O The building paper and metal lath must be Installed Over the top Of WEEP SCREED DETAIL FLASHING WSELF-ADHERED P10 SELF -ADHERED FLASHING SELF-ADHERED FLASHING W P 12 the SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL tj CEMT. FINISH PARAPET WALL Weep Screed. iU g .m' f9 ro r- g �u5 6 W to 0 ro 8 N J J J IBIS m LL LL LL �.cs6. 0m-%16 m8m_ d� lip a u Y vi e 13 B-�� o: }xs. Z�=my L L 2 9 WIN m g IoF-g ?� a a d o m w r $ a WWW.FDSMG,COM ❑ ❑ ❑ Z 0 z m Z8 a J N a . e - ul Z N V) UI M ) Q_ J W y LL 4� W O � � m U uan- O W to y rC3 o MN E ' o fiteii = a _v DO o p Of /M Q ' A nnfuac u�marc FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O F_ Z_ « I( °' w i c, m c, fl- M m � NN lD � U N_ z f V M� W N a p J W ZD m o J m (/) (n 0 LL Model Name / Number: 1820 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9738 Sheet: W P Of: WATER PROOF DETAILS 5" bath duct to roof cap w/ standard 70 cfm bath fan 4° dryer duct to roof cap w/dryer vent box 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL ��r t ,..""':�� ��+nnu�t .�rrr��ltrlt�t ..•• ,-: ""/t �' E�rrrr�ltrr•�rlr;t�rrt• i _ _ _ YAkylb oftjm : lwcd - 130 .. 200 16x16 rag . j , ., 1 • i !�x � � Illy . Lu s ' ff r F[} Ito U • 1wcd •a+lw—ww•s 0 �' Hwy �5as= P iy TF r — n ---------- ---- *-- ----- ---- I T T Kf TC44E d 180 14x8 1wcd 9000-v"D *k mti ------------------- a 0 NOTE TO GUILDER: MUST PROVIDE UNRESTRICTED '1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. �ru PjV �n �fNifi�a R�r3Qh'1 YAJ-TEd CEILING 7" 1 6 1wcd � 175 • •kill s�r�w .r I12x6 1wcd _ 130 ISEPR0dM a 5" bath duct to roof cap w/ standard 70 cfm bath fan EXCEPTIONIS 1-3 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. U O L a (- _ (/) m 0 LU Ljj Q W � z Lu 0 0 LC) ry 'n U1 V / FILE CoU Q Q -i Q O m N /�\ I GO 0 i� W Uj • • v>� Z o z Q w J I-- Q Q 0 D Q Im 121- J 0 L7 Rating