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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OFDRAWINGS R318.1 CAST IN PLACE CONCRETE-' TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CODE CRITERIA SHT NO: TITLE BATING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5"-------------- F ' - -_' PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 : PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE TTH EDITION (2020) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) WITH RULES TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS. IN ACCORDANCEULE 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL 8E LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS R STRUCTURAL CONCRETE - (ACI 1&14 Q S FOR S UCTU CO C (C 3 ) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 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 PRE -CAST 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-A-COR" REINFORCING. SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS, DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION PRODUCT METHODS MUST DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E3046 WITH THE BUILDING DEPARTMENT LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING A�HESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF R CORD FOR WRITTEN APPROVAL. -AAF-20 ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 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 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 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 ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED NITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. IN ACCORDANCE SHALL CONFORM L THE H DRAWINGS AND PPL LTHEO EXTERIOR COVERING MASONRY WALL CONST. WITH REQUIREMENTS OF ALRK FOLLOWING WHERE APPLICABLE: CCABLE (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (3) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEI HT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH SHALL 2000 PSI (f", = NFO PSI) RMING TO ASTM AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORMTOASTM C4 6-10 WITH „ A MAXIMUM AGGREGATE SIZE OF 3/8 AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS ry DEFLECTION CRITERIA R703.7.1 LATH, OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY; INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH SHALL BE ATTACHED WITH 1.1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE 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 1OFT, ROOF RAFTERS LL/180 TL/120 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 R703.7.2 PLASTER. 7. GROUT TOP HALL BE PROVIDED BELOW BOND BEAM.. PLASTIC SCREEN, METAL LATH RIP STOPS S 0 0 0 S CSC STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR 1-JOIST *** LL /480 TL/240 *TL MAX 2" UP TO 40FT SPAN PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER ASIA STOP IS PROHIBITED.. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVI E STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 8P 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING HALL BE ABOVE AND BELOW ALL WALL OPENINGS. **TL MAX 3 /4" .* * TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED. BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER', CODE. OROUT SHALL BE FWSH WITH TOP OF WALL. TOTAL THICKNESS IS AS SET IN TABLER702.1(1), GENERAL ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION SHINGLE METAL TILE .HEAVY OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS.. (PSF) ROOF PS ROOF PS (PSF) 00 (PSF) ROOF PS ROOF PS (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SH R WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 TOP CHORD OL - 7 7 15 25 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 0 0 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN. TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF). 37 37 45 55 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ONE LAYER OF No. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH! OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. I INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERN. NON CONCURRENT) MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MI VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL)BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: GENERAL FLOOR LOADING DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD CC/C-D, FLOOR SHEATHING: T&G A-C GROUP 1 EXTERIOR RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. R703.4 FLASHING. WALL SHEATHING: 7/16" STRUCTURAL I OSB.EXPOSURE11 OR 15/32" RATED OSB EXPOSURE 1 A MECHANICALLY ATTACHED APPROVED METAL FLASHING VINYL FLASHING SELFADHERED MEMBRANES AND MECHA C A MINIMUM 1 8" SPACE EIS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3 / 0 .15 SHEATHING SHALL TOP CHORD LL 40 (PST) COMMENTS: FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PST) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT I +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OF7 ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 50 (+) 24.8 (+) 24.8 4 0 (-) 27.1 (-) 31.1 D so (+) 23.4 (+)- 23.4 100 (•) 25.7 (-) 28.8 I zY' DIAGRAM GARAGE DOORS*. SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) '123.3 (-) 27.5 126.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR OR 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 oP�a`O 30RRFo°�i \' •. v ss ♦e 10 <.J: �0 _ OF s PEE O�iA� •' F L 0�'., ' s . O SSIONP *rrfnnpti �, 25 m a F lov 0 SPA W a E 1 lig gsw to m w M9= §i' 5 A.,*** 81-A � l] INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) .TEE FLOOR PLAN FOR ACTUAL PRESSURES IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) v5 C $ a w w3 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 $ 8 SELFADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN b] Q 2 �m PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE NTH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING g m o 01 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT. EXPANSION AND CONTRACTION, ASTM-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 1 g ¢ W C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMENTS:`;. g LL2 n coa 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 gE O 8 `� -� a JTO THE SURFACE OFTHE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FI 100 (PSF) $ 2 2 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 8E DESIGNED BY LIGHT STORAGE 125 (PSF) s g 5 a 0 • EXTERIOR WINDOW/DOOR OPENINGS, THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. i°- www.wswc.cotd El 11 ❑ • 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. LIBRARIES ,n • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BREADING ROOMS 60 (PSF)E DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. - STACK ROOMS (9 150 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, z m • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL'0 HAND RAILS (d) 200 (PSF) oo S qT 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 • AT WALL AND ROOF INTERSECTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) ( Q Y • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) ° aJ y ' STAIRS 40 (PSF) _ N UPLIFT CONNECTORS FOOTNOTES z � ' m 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG V) (9 TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOR, y NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A r+ c MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. u + FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: w I � c � In m 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the Utieblock of these - uUi t Q EEER 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 . _ 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to U THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to 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 Designer/Engineer are not a ry 6 a it rA 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 d&A DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction, All construction MUST be in accordance t0 the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE - 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION �.�'1I(�.+Y BE SUBSTITUTED WITH (1) SIMPSON MTSMi6TWIST STRAP W/ (4) sh"x 2'>b" TTTENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE Information found in these documents, Any questions regarding the MASONRY AND (7y1Od NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Information ce found in these plans should kc directed will our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330148 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5) 1/4' x 2 1/4" TiTENS 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 Assurance Manager immediately.. r/ nglnee with will dv considered 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TQ, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement by the Designer/Engineer without advanced NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Payments will be made In accordance to the teln)s Of the agreement DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HI TE, W/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. `AA. 0 (j5 ( PORT ST. LU C I E 16d x 2-1/2" NAILS AND 5/8' ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. IpiliErlIEW00 rV Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB. STUD LOCATIONS. ,10 COO ,P Ic. _ MASTER REVISIONS • " " >_ DATE DESCRIPTION e3 fit Al W-5A LO DAI OMES � A WDAMSH N Of Northwest Florida� �. FILEC ►-Um ®J W 4o o Jm0to V Model Name/ Number: 1820 Plan Issue Date: Tuesday, February 9, 2021 RECEIVED V KA PROJECT NUMBER: M01DEL 1820 MAR 0 5 2021 211771 filrflikting Department Sheet: Of: S, Lucie County COVER SHEET (*) 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. $° „ 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. OPTIONAL CURB FOR F.F. ARIES FF LAPPED MIN. 6" AND SEALED. GRADE SEE PLAN - - — MASONRY r!!' ELEV. 0'-0" ; y-, 2 4" 250E PSI 0/10 W W F, MINIMUM .75 LBS a W/ (1) - #5 BAR CONT ' CUBICSLAB R FIBERM A OF FIBER PER CUBIC YARD FlBERMESH/FIBERMIX ADDED TO THE ' ' CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX OVER 5 MIL VISQUEEN VAPOR .*. ' • x� BARRIER & TREATED FOR TERMITES. •x 2 STORY: 20" X 2.0" 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO ' •, REINF. W 3 #5 CONT• BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG .H •! ` DOWELS 17- EMBEDMENT W/ 25" EXT. ABOVE SLAB. SEE PLAN ; � '' 16" 12) #5 (2) # 5 REBAR REBAR 161, 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. FM01 SINGLE STORY FTG 1/2"=1'-0" FM 02 SECTION @ GARAGE 1/2"=B EXTERIOR SLABS SHALL SLOPE I/12"PER FOOT AWAY FROM HOUSE 1'-0" U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C, TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. SEE PLAN �.F 8 SECTIONSALL R 0314.1 THROUGH H R403. R 2,L BE MIN 1.21' BELOW SHED GRADE - • ". 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 9?(51)1510 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY REBAR 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: CONT. 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. �/ DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN FM03 THICKENED EDGE 1/2" = 1'-0" = 1 "D EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. .BEARING CAPACITY OF 2000PSF. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6 BEYOND F.O.M. EACH END, TYP. GAR. FIN, FIR. Z ALIGN DRIVE W/ BOTTOM OF RECESS &. PITCH DRIVE .!2 STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP W (3) - #5 CONT. JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 SECTION @ GAR. DOOR 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3)- #5 CONT. FOR MORE INFORMATION) SEE PLAN FOOTING SCHEDULE SIZE DEPTH REINFORCING GR4VITY CAP. Ibe .0 1•-0" X CONT. 1'-0" 2 #5 E.W. SOT. 2000 p 21-0" X 2'-0" 11-0" 3 #5 E.W. BOT. 7200 P2.5 2'6" X 2.6" V-0" 3 #5 E.W SOT. 11000 .0 31-0" X 3'-0" 11-0" 4 #5 E.W. BOT. 15600 3'6" X 76" V.0. 4 #51 SOT. 2:500 k3.5 p V-0" X 4'-0" 1'-0" 5 #5 E.W. SOT- 26000 4.5 V-6" X V6" V4" 5 #5 E.W. SOT. 34500 .0 5'-0" X 5'-0" 1'4". 6 #51 BOT. 42600 )SA 6'-0" X 6'-0" V4" 7 #5 E.W. SOT. g15pp 4" 16" 4" 245 REBAR FM11 STEP DOWN BRG. 1/2"=1'-0" FM12 STEP DOWN NON BRG. 1/2'=1'-0" SEE PLAN -•` - OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" C LU v ELEV. 0'-0" WITH � CURB TYP. SEC. 00 (1) 45 BAR CONT. -I I (G.C. VERIFY) I I i �'+�`• REINF. M io * , , : F.F. (SEE PLAN). 2 #5 CONT. INSTALL LINING ` •�,x , o '" 2 #5 BENT BARS W/ MATERIALS PER N w MIN. 25" LAP SPLICE FBC-R P2709.2 ° . - MUDDED PLR. 16" SLOPED TO DRAIN MIN. FM14 SECTION @ RECESS SHOWER 1 1/2"-r•o" FM18 TYP. STEP FTG. DETAIL 1/2' 1'-0' ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE END. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" o c CORNER BAR ONE E FOR EA. HORIZ. iv REBAR TYP UNO LEGEND I�—. i - INDICATES SINGLE -STORY FOOTING M - INDICATES TWO-STORY FOOTING SM - INDICATES PAD FOOTING (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4' PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP... CORNER BAR DETAIL 11/2 =1 0" FM23 TYP. FND PENETRATION 11/2' _ , - 0" STEMWALL SCHEDULE MAXIMUM FOOTING DIMENSION STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT N d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'•0- 8"1 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 121, 32" 32" W/ (4) #5 BARS 845# 4',0" >4'-0" - 5'4" 16' 16" 48" 48" W/ (5) 05 BARS CONT. 1162# 2'-8" & #5 0 18" O.C.TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM o SPACING STATED IN SCHEDULE SEE CHART ABV. 44M F.C. 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING (o.C.) AA ' WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND W.W.M. TO BE TIED TO #5 ERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED B EACH FILLED CELL LOCATION. EACH BAR TO REBAR i PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO Si STEM - (1) #5 HOAR. CONT. RED To EE NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO EA. VERTICAL REINF. BAR EA. VERTICAL #4 BAR ®STEM #9 CONSTRUCTION FOR MORE INFORMATION wALLs GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK WALLS G 4'-0" „ < <` , " FILLING IS TAKING PLACE (1) #5 11 COMT. TIED TO " ,>' 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 0 16" EA. VERTICAL REINF. B "ic. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" f " � FIN GRADE• 8" MIN. y ": h • TALL (TYPICAL ALL CORNERS) TO TOP OF , ,i 6. STRIP FTG. , .� ' ', .c. 6. IF STEMWALL IS WITH IN 5'-0' OF POOL OR WATER FEATURE FOUNDATIONS s ' rt 7• ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. COMPACTED CLEAN FILL •" s s"'"� IN MAX 12" UFTS S. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG. W/ QTY OF "MIN. COVER *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. 0 REINF. PER SCHEDULE b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'- TALL FMASW STEM WALL SCHEDULE Nrs It 0 4 C]- COMP. UNIT I- io 1 So a I;0 a HOSE+ BIBB 13' 10„ 13,.0. 12' 10" 1' 8' 4 0" 3 6 4 8,i ' 4" 3' 10" 4' 0" 3' 8". TYP. 4P CORNERS ________ I HOSE ' ' ' I BIBB I I FM11 i FM11 i 3 O U W 1 52.3 I uJ F2.3 1 STEP ON. 4" N I ' ' , FM I 1 I r 3,' , 1 ;TUB W.C. ; UNITS , IU 1r J 1. -. `1 ZD 8" 3' 1" 1' 11" ,ILAV2' I' I 1� ' u ` W.C. t — .. I ■ TUB STYLES VARIR I I' 1 VERI('yIj DRAINON '3X4 I F.G. I SHWR `` 2' 2" 12' 10" "------ 24' 8", i D/W \. ., ) 1, m SINK 1 ' ' 12' 11" , ROVIDE CHASE ' FOR HVAC UNIT ' VERIFY LOCATION I o 1 � , n 00 1 ' ' I ( I /G 1 I _ii TI (WASH I I -- - --- -- - -- I 1 I --- ---------- a ---� r` _ r - -- 'LIB — J Ti. 1 I •Li / , Ib --"� 4 STEP DN. 4" ' ; O/jj Nd,H. 2 i FM11 a 3 I - I I , I ' I , 1 W I I ' - m I, I .. 41 EA STEP ON. 5W ; ; L CII 20' 0" 6, 4"BIC I C.J. — ' I xG 0.2 3, 8" 7' 0" 2' 8" ` I ; o 1 ' ' ■ I 1 ' , 1 FM I N ' 0 , 3 io I ' iO 1 , � I -- `- '- -- -- - --� - ------------------ (2) #5 BARS III - EACH F.C. TYP. ®EA, 1R' n" SIDE OF OPENING FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS 119 LE QSg ■ S.Do RA9 mar R a a m a� QZ. a 0 Z m 41 �S.gq ■m�m.7 m O srE, IL Z. IX�` d a �. a L g2� ■ U J N FFIFAT - NMIW.FD36tl6.00M ❑ ❑ ❑ L9 ` z 8 z o z N o z w riJ a -J m J � w O w i c In = cm U WwEmile I F d i Q C4 Obp � A DAMS HOMES FLORIDACONRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32M DIVISION LOCATION: PORT ST. LUCIE Job Information: O 1-4 Uj O7 L a 3 j J 0 J LD m o J m 11 U) urf a- F Model Name / Number: 1820 F Plan Issue Date: Tuesday, February_9, 2021 IF KA PROJECT NUMBER: 21-1771 Sheet: 3 Of. FOUNDATION PLAN 9 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 WHIRLPOOL 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 + 40% 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 ASSUMED EDGE CF WALL 0 m •H 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR TO SANITARY SEWER 1 1/2" VTR BIBB INSTALL FAN ' BOX PREWIRE INSTALL FAN WP OX PREWIRE GFI INSTALL FAN ' / , BOX PREWIRE------- ---� - ---- --------------- b"/ ' � 5 .I - - - - - - - - - I k CM I , I , I , . I II 0 I : I u ,: ♦ � 7 I T I I I - L-- --- - -------- — — " -- -----\ GFI _ ♦ I �- - r-1 �- v - I CFAN\�¢ i ��INSTALL FAN \1 PREWIRE ! / j BOX PREWIRE o "\ I I GFI GFI GFI GFI -- - �-- GN -- I -I - - - - - - ----- ISP / 220 a 'r_ MICRO/ FOR D/W HOODqp I II j I GFI / CEN. OF WALL o �- - -04 Z I I 3 I I I w — — — U VERIFY I LOCATION Wp IN FIELD ' "2220 1 GJ,GADISCONNET _ 1I ' W L---� I ' rl— — — r - GFI \dt Gn I I W.H. 220 GFI @ -ELECTRICAL P 42" AFF PANEL I CM 6 I I J JUTIC ELECTRIC w = IF REQ'D BY CODE / _ � - J"`I INSTALL FAN x rpm L..11 BOX PREWIRE w V ZadZO /' I Z at70¢ T/ a¢. U z ZZ o Lu cc DOOR I w � s 0 W �/ . ' BELL �o>i (h ' I w , o I- GFI VV// GFI @ WP Z ro a o 42" AFF GFI O m N 0 FOR GARAGE _ a w w o DOOR OPENER „� ZJj-oG] u II ----------------------------- -----------• NOTE: \ ■I KEEP COACH LITES OUT I ■ ' _______________ 4 OF BANDING, QUOINS, AND ROUND COLUMNS WHEN ' POSSIBLE. REFER TO ELEVATION 'COACH FOR TRIM. / LIGHT I I , I I / I I I I HOSE BIBB I , COACH COACH LIGHT LIGHT 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* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 B. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315A.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 1-0. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR $ SINGLE POLE SWITCH CARBON MONOXIDE/ 12 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT $4 FOUR-WAY SWITCH �/ �) $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET p CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT y ' 2 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET @--- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM 0 L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND 200 AMP SERVICE WITH ELECTRICAL CONTRACTOR 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE INTERSYSTEM #BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER aAPPROVED GROUNDING RE)b) BONDED TO CONT NU USOFOOT/ING STEELPTl1" 19 ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. df t0 1p w aF� . 00 �Np l vB 4 `Bm�N_4 - W s �� a 02- �� a w p aw 3 O. Rg 3 K O m J HU� � R, 0 o m O Ham® 5 O r ¢ WWN.iDSENG.CON ❑ ❑ ❑ z m - - 0 0 Z N 10 _ cl � Z N I t t^o1 OI m LL W w C O L U Of Oc OD Umo� c0� rnwwc u^wwr�c FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE ♦VJob Information: 0 z c 0i � W U N O N 07 ei 1-seUm � � J 01 J .J oJLLJZ:) v 0- M U) (1) uD DL- VI Model Name / Number: 1820 VI Plan Issue Date: Tuesday, February 9, 2021 KA PROJECT NUMBER: 21-1771 Sheet: ELECTRICAL PLAN TOP IF KOCKI I■ FIN T I 48' OFF RIDGE VENT 12 61 46" OFF RIDGE VENT 48' OFF RIDGE VENT JP OF BLOCK TOP OF BLOC 'DOW HEAD HGT ■ LITE TEXTURED DECORATIVE ❑ Q CEMENTITIOUS COATING a io 33/2 SH FIN. FLR. --- 25 SH -- — DBL 25 SH ----.— -- _FIN_FLR. BEARING 0 ENTRY — TOP OF BLOCK FIN. FLR_I_ - 48" OFF RIDGE VENT ■ �P co DBL 25 SH _ — 25 SH W'DOW HEAD HGT ■ LITE TEXTURED DECORATIVE � CEMENTITIOUS COATING . FLR. 25 SH (2) 3050 SH 25 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" LEFT ELEVATION "D" SCALE: 1/4" =1'-O" `OP OF E LITE TEXTURED DECORATIVE CEMENTITIOUS COATING Y a FlN. FLR. e RIGHT ELEVATION "D" SCALE: 1/4" - 1'-0" FALSE DECO. SHUTTERS - SEE DET. ON THIS. SHEET .I� Will ICI ' .. ❑�❑�00�❑�00 1FIF1 all DOOR STYLE MAY VARY REFER TO SPECIFICATIONS I VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inohes 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/sf Overhang distance - 1.33ft S.F. of Areato be vented (SF) 2409 s.f. Total needed for exhaust for upper 1/3 578 netsginches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required M Lineal S.F. provided by plan ` "- 210 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY B®CC BRG. 0 ENTRY �--- ----------N 0 09 co DEL 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FRONT ELEVATION "D" SCALE: 1/4" =1'-0" FILEF c bplOi4lp ! � 'C O R S �e�10 s Qq. rJr ,J S , •. 'x iII fly r°ie i.• F L O Ft' m r w m I w 8g '', VI ro n ono �3 ��IDan t1 g d � jM �e W03No W 1 Q ; �8�� ♦! c� ¢ t3 ,LW u 2 U y WJJW.FDSENa.CoM ❑ ❑ ❑ UI n Z pp 0 Z N M J � d N Z n Ilr`�a��flp M U �2, Ln w d (D Q w V) C N ~ J w � p � as "I t ODD O a R l— � em A DAMS HOMES am FLORIDA CONTRACTORS LICENSE NO. CRC1380146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: 0 a -I Zv L IJ y "' o M z 3 m D J Lu o J m (/) n a T Model Name / Number: 1820 T Plan Issue Date: Tuesday, February 9, 2021 T KA PROJECT NUMBER: 21-1771 Sheet: 5 Of: ELEVATIONS SEE DE G.C. TO PRI BLOCKING' W AIDA REI FOR SPAN I 7/16- OSB SEE"HIP/R BLOCKING" 0 W 0. x ww ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/10 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 16/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT RE UIRED AT HIP SECTIONS . DETAIL BRACE TBI SEE NINE mill mill 111111 INDIAN BOTTOM CHORD GABLE END BRACING @ LOP CHORD 2X4 42 SYP • 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 T045 DEG. WIND AREA (+) VALUE DENOTES PRESSURE e=4ft (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 37.02 •51.06 31.06 -51.06 10 GABLE -37.00 -37.00 -58.99 38.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES !SHINGLE AND TILEI:ZONE 1 ASTM F1667 RSRS-03 (10d) NAILS @ 61 O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e,2n, 2r, ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 701"T ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4"O.C. ON EDGE AND 4"O.0 IN FIELDROOF SHEATHING:StiINS2LE: Paz'EXP. 1 (Qz6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38 X 0.113") NAILS Bi' 11 r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1E� , SHEATHING SHALL BE FASTENED "'�k ' 'e' WITH ASTM F1667 RSRS-0310d (21/x" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS a=4ft 3. CABLES- DROP GABLE END & (1)ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER : GABLE ROOF 20 TO 45 DEG RAFTER W1 BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING - [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W1 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 16" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN de". O NAIL AT BASE 2 ROWS @4" O.C. W 80 COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4"O.C. w/Bd COMMON NAIL. MAIL OPENING PERIMETER w/ (2) ROWS 04" O.C. W/ ad COMMON WV L. O NAIL INTERIOR AT VOID. wl ad COMMON NAIL O STAGGER ALL VERTICAL JOINTS &NAIL @4. O.C. wl SO COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATH ING TO HEADER w/8d COMMON NAILS @ 4. O.C. (2) ROWS @ TOP 8 BOTT. © (2)Bd NAILS TD.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF GABLE END. 15/32' OSB - EXPOSUREI SHEATHING I H II PROVIDE BLOCKING I II II AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET ® FLOOR SYSTEM NOTE: ✓W NAILS FOR WALL SHEATHING MUST BE MIN .131• X 21/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le (2} 2x TOP PLATE BEYOND 15/32" OSB EXPOSURE 1 /_SHEATHING I F. II II 11 11 II SOUD2x BLOCKING III III II II 11 I 411HEATHING C i III III II II 11 I EDGES m� 111 I I II ��AA�^1111I 11 1 (BEE SECTION X-X) p F III C III II.�I III 11 1 1 7 w� III II D III IT II I II II i III OPENING III ___JL___ IL. _ I --_J ___ ___ __- __- O Z IM. II N 111 It N III X- I N 11 II I wLL�Q C III__J I II II In 111 -- - a tl1 III III III-- X--_-I 111 II E III IIII III II II II I III II II II I 2X STUDS BEYOND. �p W W -•Tr---- - I I II 1 I III I I I II III it II I II 11 II III II tl II I SEE PLAN x -I y� INI IIII II H IIN I I 11 IIII II N II I II it I I 9G III IIII IIII 1. I I' II 1 I I II I i I II IIII III II II 1 I I II II 11 I II II 11 I �? IIII I I II I YL _LL 1 ill II II II i L_ L LL 1 ALL SHEATHING I' I A 2x RIBBOBETWEEN FLOORS KING SYSTEM BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM LL�o� "-2X4 P.T. BASE PLATE BEYOND SEE PLAN ATE TO W1(2)12d 3i8" "S" =NAIL a18" _ - EA END. MAIL FUTCH SPACING PLATE TO VERTICAL W/ (4) ad NAILS 3W 1/2' S Itr S (2)8d NAILS@3'O.C. 11 STAGGERED S n• 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. CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820ELEVD "''`F /,27 �m -v'. _. i TRUSS ID BEARING TRUSS ACTUAL ' CONNECTOR ID CONNECTOR UPLIFT FASTENERS. NfATES POINT UPLIFT DESIGN RATING *VS N CiV-05V, E1,:E7V, Hl, H7V L/R 3Q7#1ft'I�s" 1'161'A15JPEIt TRUSS MFG (9)1S�`%'�.-1j$��' , ` "-' V A01- A06, A09, A10,.D01, 003 ".L/ft ,. . 804WDT-1&'S," 7)1'A1fijRETA16- 16�„OR'7'38,0(F,"(9)SOdX1-1/k,N 1j 1 , (9) led zd,'1j" All,A24 1„i,U'I.i P' . 932#OT1p55 HE('Ai ¢kjltkAjHETAY6 18Lt©#/)fl40q(• 9 10d 3 11 x ! :(18)1od 7t x$10 9018 L%� 834#OTIe59 1 IttflA"jRETA1tn ,I. iO4D#)1RiD# `(18)led Rd4j; ,. 1.Qdx11j2" B01; BO1A, 811 L%hlfjR •+#�s#DfieSb+,: H?i)AjwETA1(1jHPiT1A1C' 104bi1i1$yplt d i (#)'�dax}-3{� , ) I 9 iDd X `-, 11 11z t A07 L/MiMjR =%715#arle�5 klETA16l(;;)MT512J(2)M'SQ-7% 'kEllii(}180#%,. (28)10dX"1slj.#"' HkT i Wit,,/ 1$10(f . " (28) lod X,l 9 SOd XSL - () 1j$ . V •. -. ' (10)10dX1"LIT, ' A08 l/MjM/R '-18$±t,#aTlgsS (2)NET t18y(?)HT 1'J1(g)1TI}4?Ll d9 Qihf 148)l0d'Y,1c 7) j(2)HETa16 zT2Q#J1so# ;(46)1odX1.17a' TRUSS MANUFACTURER '' PROBUILD DAiiC)E iAl'OUT11DATB DP7RL�I,R,S L=.LEFT R RIGHT&M MIDDLE BEARINGSlz BEARING LOCATIONS ARE REFERENCED T TRU SS, USS'MANU,FAC'hJRs;•R'37RIdS56RAAXINGS ALL CONNECTORS ARE SIMPSON PRODUCTS �i TYP. U.N.O.. OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 F N m F 2 RAW BR T -FRAME WALLS, 1 m -0 F N M �J 3/1_ 2_VLT 10'-0" CLG 3/12 VLT (2) sa6 D 2) 3/1_ 2 VLF 10'-0" CLG 10'-0" CLG �/12 VLT ODD SPACE 3/12 VLF 10'-0" CLG 3/12 VLT 81-011 CLG C 10'-0" G ODD SPACE > N L M 10'-0" CLG BRG. 8'-0" AFF W/ KNEEWALL O 10'-0" AFF TRUSS LAYOUT "D'v 8'-0" CLG GE21 JI ALE: 1/4- =1- u SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS SPF Byp CONNECTOIAFASTENSRS SPF SYP 0 FRAMETO HETA1Sw((aIOdx11Y2"DR MAIB W(10ROtlz 11/C ON MASONRY IETA2OW(9)1Adx11/T 1S10 H7A2Ow/ t0 /0dx 1 /2^ III Two ©FRAME TO FRAME r¢sAW(1o)ed mns ,� Say RT7AW(1%Btl NAILS 515 585 © FRAME TO Hlmw/(ia)lwxl III 1019 It O RT19Aw071106x 11W HAS 1920 FRAME H104-2 W11 IOd x1VTAT2PLYTRU66E6 EDO OBO TI6-2w'(11Odx11WAT2KYTRUSBES 985 1000 D O FRAMETO MTS12w.AW10dx1VPMTEMEMM 8W M1D12W(14)1Odx11W(ATEXT0UOR FRAME LOCATION INCLUDE IM TOENAILS) INTO L009TIONINOLUDE(3)MMENAIL6 1005 1190 OFRAMETO MGTw/(2%1Od NAIL9ANDSeT AT.R. w/IT J:tlO 398a MWT6W(2M1Od NMWAND69"A.TRW MASONRY EMBEOMEMWMMPBON'BET EPDXY 12'EMB®NEMWSIMP3ON'SEP'EPDXY w30 4495 O. FPAAE TO 12'(AT EMUNI 1123 1810 HTYTLOW(24)1Odx 110(ATEXTERIOR FRAME LOCATI'R4110dLD LOCATION DE 2d TOENAILS (8R LOCATION IN0.UOE SJ YEENAl9 R 1TeS taaD FRAME T o T W n 1UAD i T m 1% a R 2260 a636 NTww a1mx11rr TExrERIOR FRAME OC I LOCATN)N NCLIAE(a)12d T0EWJL9 d) LHAUS LOCATION INCLUDE. (8)11a TOENAIL9(M) 25/0 90A0 MANE TO MGT4w/ 1610dNAIL6 ( 1 AND AT.R. R) Hl1GT2 1 W 8 W NPIL9 AtO SId" A.T.R. © MASONRY w12' EMSEDMET WSIMPSON"SET' 10890 W12EPDXY(MGT3FGMP�1" T" TOTO 97W FAO%Y0NLT3 FOR3FL'O EPDXY (FAIGT9FOq }PLY) O FRAMFro FGTq W(ta)1/a"x T9D9 WOOD SCREWS 34W 4725 RFUSW(12) WWWOCD SCREWS AND MAII PD A(2111Ts' zTN4HLIAN NCHDRBOLW (4)a/AxWWED3EEOLT 71M MAMEro H) LGT2 w1o6)1U SINKERS - 1 Mg8O4RY 4 NOVINODELOW) m neo S)LctTf 48 O saau ®2 FRAMEro MASONHYI mLGT2 w/(82)18tl MIJKER9 A(14) Mx )LUGT1%) 3100HA FRAME Di 97A iR0(8ETA) T(2PLYTRU fiM R(V)IM9NRMRRAE(A) MOINF 4620.E O FRAME TO MASONRY/ WT3wl 1/4'x3'3099CREW9 m W7 a) M PLY e0 A(M1W ) - 660M 11 RI 2IS&4) 4S'M(12'W826 SCJiEWS 64811 ) GLOM RFRAM85) 001� 666� A(41 Ma'x8'WBRPLY TRII&6) 8RB0f ]I10.F FRAME SINITENR ON (S2)t6d MNxERR FOq FRAME (EA) pR(Se)1M RNKER9 FOR PRPME(EA) O III HJ410 OPT HUCA10 W Ii% 16d a(1% 1W 01 HW10 OPT HEN IOIFw/(2%1W A 00110d G030110 BEAM NAILS UWS95 NWLS IM185O OBEAM0 7 MV41-423HUC410O BT TEN 0) GM500 H04100PT 1NF wl HD9 1A'x3' MASONRY 1/4"x2&4"4(1%10d NAILS IIN800 WEO[EEEOLTA 10 iql 'MILS Ua8b0 Q SEAMTO MASONRY/ NU480pT NUCIBW 8100 NAIL38 () Da1MU 23/4•THIMIN TO MA6.) 3113000 8 NAILS A FRAME OR IM Oq 021 fetl 818110tl (fDR FlRAM¢I 9YPF sype U811D5 9VP�M ZI1,rx2S1VTA N8 (ORo2xW&ooAPCONS(ro MAS) OR D211ed A(6)fOtl (FOR FRAME) tq0 SYPF U0860 9YPJ.1 FRPME TO IETAI6 OFT HOA20 m m iBTO %NTAIBOPT R)NTA20 MO MASONRY 1flYW(1DI10dx112.OR 2385 230 2905 1RLY W(10) 100 x t 17 OR &RYWII%1Mf 2ALYw(12)16,1 2430 3190 HTEM18w/(8)1W HAILS AND A 19W 114- Bea 1110 RTWM16W(MlOd NAILS AND (4111Cx1 NO 114a 1YM FRAMEM T FRS WEOSI ® MA9OARY MTBMT6 WH%1W HAIL3ANID (4)1/4i91N" BeS TAPCONS 1110 XTNM2o well%10tl NUL8ANDI41 iN°x13M" WEOOE BOLT t1m ITTa ©FRAMETO H105 w(9) M xi IW NAILS AND (2) a M' 7a0 p10 MASONRY TITAN BID FRAIAETO DTTT2W m1N"x11?SOS WOOD DT6rzwm1N 11/1 W91aW00D 9 MNRt, A90 6cRW AND(1)12'BAT.R.EPDXIEDW 16% 2145 SCRMADo)12'9ATA,EPOMEDW 1S10 105 SIMSON'9 9EENCTEN SIMIL90N•8ET' NOTEN HTT6WR%166#1lI NNL9 PNDItI BArB 11,46.w1adx lWNAILSANI ROFRAMETO MASONRY ATR. EPDXIEDwI BIMPBO4'BET 4T38 60A0 W-0AT.REPDXIEDWEHMPBON%ST - SODS (SEE NOTE N SELOWI 18EE NOTE k4 SELOMO TO K74 w(14) 1N X41R" NAILS AND (1) W' 0 HTT45 w(18) 1wa 1w Mu MD (1) ©FRAME MASONRY ATR.EPDXIEDw161MPSON1Ef" MIO 4235 SAITATREPOMEDw/SIMPSON^SET - 41W ISEE NOTE N BELOWI ISEE NOTE N OElON1 OFRAME TO FRAME H109WRf110tlx112'NAILS 786 E10 LUOTIW(23)etlzi VT NA14 US I046 OFRAME IO 10ABMW(4)1R'x11/T eD3 WOOp 7B0 M6eX R✓1%tOdx 11TL'NMLS4 MASCNRY 6CPEYA3A BI1M961I4'TAPCONS 7A0 (4)19"x13N'7APCON6 190.5 1395 TO VGT' W(18)19-0$IN MOD SCREWSB OFRAME MASONRY 11 OWN&T.R. EPO)OEDw9MPSOM"SET" SONS 4940 w 1T MIN EMBEDMENT FRMIETO mVGiW (J2)WSa"SD9 WOOD SCREWS O MASONRY 4R)9/BB AT.R 6PDXIFDW91MP90N 3170 Toe BET W/ 1T MIN. SMBEDMENT OF wrw (1%1/458' 803 WOOD9CREW58 HOUaSD825 W(101 llR"x212°BOB WOOD 3285 1685 M WT6 W 12211Od NN1.88 MT45 W (taj FRAME FRAME SCREW88(1)EAP00.T.R 10tl NVL9811)SM"BAT.R. 41&0 OMAMEro Y I (2)HTTDWO1411tl"Y112"NAILBA 4375 am (Z TTMW(aZIwQ 1w NAILS FRAME (1)5/8.9AT.R(SEENOIEMI A(NSM'BAT.R(BEENOIEM) 5005 neueee, nnuuervnR unYew. 1. CONNECT ALL FLOORTRVSBES MiN MORBPAMNGWOWWALLS/BLWSWm12d TOENAILS. 2. ALLTRM TO TRUSS CCNNECNONSARE PROVIDED SYTRUSS MANUFACTURER, UND ON PUN. 3. G.C. MAY ILSE EITHER SIMPSON ORI/SP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CAU.OUT. 4. FOPMNGLE PLV TRUSSES,SGM30N FULL IElORT 6YP k1 T'M"TOlRU88 VERTIULW®w(%ROWSDF 10d NVla�3'G.C. STAGGERED. A 12"MN. A.T. CHORDMENT4PCM (MATCH CHORD E 9UBiTa199 CHOgDw4'4T2x8YP Y2 (MATCH CFKIRD LIMBER 94E)wI IIIIROM IDS @n-FROM END89'O.C. 6TA(3GERED; CEMERAT CONNECTOR IACATIOJ A6 wCH A3 P095MLE. O MINIMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTION FOR ALL ROOF/FLOORTRUSSEBTO MASONRY WAILSIUNTUS1 NXWNIB ONO ON PUN 2. CONWCTIMATM'ORWO.C.PENUI WRTN:ALSMRALLFLOp US PMLELTOMA3CNRY WALLS SEE DETAIL M12AMI FOR MORE INFORMATION a CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALUMCF WALLSUNTELS 4. CONNECTION FOR ALL COI4DNLXX15 RIM BOARD TO TOP OF MASONRYAT W O.0 MAIL W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFUCT Writ OF APPLICABLE) LAYOUT 5.. CONNECT ALL FLDOR TRUSSES TO INTERIOR SEARING WOOD WAL.IMEAMS .1 (2) IM TCNAILS © MINIMMOONNECTORUNOONFRAMINGPLAN 1. CONNECTION FOR JACN1RU93ro WOOD WALL OR BEAM © MIWMALCONNECTORUNOONFRAMINOPLAH 1. CONNECTION FOR WLtNU89E9T01NTERHIP/EXIEPoOR BEARING WOOD WALLSANDIORBENMe ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX 0 CONVENTIONAL FRAME ROOF,(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) SOd 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 IR''EMENTS SEE R905.1.1 IF ROOF TRUSS LAYOUT SHOWS LAYOUT 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 SUBM17TED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER. THE REVIEW OF. THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICE WALL D ' "' METArDI PTOLD SEE TYP. WALL 2 x SUB -FASCIA SECTION -ALUM FASCIA 2x4 P,T. FASTEN TO - _ C.M.U. W/ 11/2" LONG T"NAILS 0 2'-0" O.C. SECURE! -CHANNEL 012" G.C. CONTINUOUS VINYL ® G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDINq WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL �}r Ld [ R11 g w� ggC13 F ILO 00 o��o $ yFA gs U2Ed� .2',a N 4 G0 a G. ym... 1N Y! N �9§ a � 03 o rqqBpw s 3 0 wrBmN1/ImNfa' ¢ O J $E �€EZ O V e �Lus r J N ti u WWW.FDSENG.COM ❑ ❑ ❑ z z_ o Z N o Z " m a N Z N 4 w c ,O Ix w (n ZD a Jr N � ia� Q LV law O D I ©m " _���DAMS! HOM�'k5 M� FLORIDA CONTRACTORS UCENSE NO, CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: O Z O n S_ W N m Y N D CO r M ® J L11 ZD -J m (/) (n Lo a T Model Name / Number: 1820 T Plan Issue Date: Tuesday, February 9, 2021 KA PROJECT NUMBER: 21-1771 Sheet: P1 Of; ROOF PLAN D LINTEL BEAM: ► I I I111 ��1�1 11 1 COURSE LINTEL BLOCK W/ 14 5 NONSHFARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 30M P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP -OF SlAe �. L MS021 TYPICAL SHEAR WALL SECTION N.T.S. TIP. TIE BEAM W/30DO P.S.I. COLIC. W/1 #5 REBAR CONT. SIMPSON SP4 WAS) -100 X 11/2 SPB OR SP8 FOR 2a6 AND 2c8 WALLS rr!DOUBLE 2x TOP PLATE 1' STANDARD HOOKS SEE M805 FOR MORE INFO TYP. FILLED CELL W/3000 I, P.S.I. CONC. W/1 46 RE13AR VERT, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 1 8" C.M.U. )' 2"x#2 SYP/SPF P.T. W/ (3) 1/2" X 8" -I- BOLTS OR (3)1/2" X 8" EXPANSION ((( ANCHORS OR (6) 3" X 1/4" TAPCONS OR l' (8) 2 7/8" HILTI TMDNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 ", FRAME (E /BRG/SHEAR) WALL TO N.T.S. #5 REINF. 20" MIN. LAP BAR A #3 OR#4 REINFORCING MR #2 8,44 LAP SPLICE 25" MIN. LAP a #5 STD. 90 HOOK #5 REINFORCING BAR #5 LAP SPI ICE SCALER".1'-O" 3636 #6 REINFORCING BAR " GRADE 40 U.NA. 16 6EM1 LE MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT RE UIREMENTS S¢E TAPCDNS SPACING # ROWS 2 x 4 1/4" X 2a4" 12' D.C. 1 2x8 1/4^X2+/.^ 12"O.C. 2 2 X 8 Y/4"X 2a,A" 12° O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. ;PRECAST- _____ ILINTEL i t � I 1 (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN ; i I FASTEN PT 2X NAILER TO MASONRY A IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. O C EG O Fa u O O ALL ELEVATIONS O O �J HURRICANE ANCHORS %Ai1nM6ATTOp KK N pGaD 11/Y U.GaR .r cwaur 4 s neean Ai emron 0 auxic GNTr no mwlvmNlN Ll Ln lwe'acivaL S MieL Npnnll e" NorxvA� unorN TYPE DESIGNATION ! n.swm wrN 4nauru. usum dw,rmrr a re rsmn Ar oorcn a Lartp. wvnv SFI6-il3/IT1 Nonlnu.urou � � `QJAVIIT"am NCMXNL �'m na0.".n Ar iW MATERIALS Y. Pe precast lintels =3500 psi. 2. PC prestesbetl llnmis=6W0psl, S. Pc grout= 30DO psi W/ mexllnurn 3/8" s%r gtae. I as 3 Lli • 4. Concrete mason? units (CMU) par ASTM C90 w/ minimum net area ...pmesme strength . 1900 pal. 5. Reba proWde! In precast lintel per ASTM A615 GR00. 6. field reba per ASTM M15011 0m GRa0. {eSTg{17 P_7PPPP Prestressing atraid per ASTM A416 grade 2T0. relaxation. dbd 0(� 7. 7/32 wire Pa ASTM ASIO. A4 v n 8. Mortar perASWC270type MwS.. •,"^Inv/, r gjS.' GENERAL NOTES '` N $V4 ,; 6 Y. Provide full mprtw head and bed jalnls. 2. Shom tilled Imes ae requved. t�V S. Installation Of 11=1 thus: WIT" with the alchi ecturel 11.1 end/wstn,t drawing.. �. �( 4. Llmain am mwNfiwmWmd calm 51/2" long notehea et Me >� : ,�5:, ends t0 accommodate vertical bell mmforcing and grouting. a 5. All llmels meet or axosed L/360 veniaal deaectlon, except lintels l7'-4"anti .� °•e J �Q.: longer wlth a IlOmirnal height of W Met ar exceed L/180. ' 8. Bottom flab added Veber to be locetad at ;he bottom of the Intel Cavity. a`B a�f^ "•. , L 1?' •" T. 7/32" dionmow wire wimple are waKled to Ne bottom meal ter P V mechanical anchora�. > S 10 A V e. Cason -pace cwneram may be movided In composite By i' 1 1 p 1 L i i4T,,V LO lintel In lieu of concrete masonry Mft, 'O 9. SOM lead ratsugs based W rational dWill analysts par ACI 318 N and ACI 530 N 10.Untel mm. depths are called out on total Plan. If contactor installs a deeper H Ilntel Mal Indicated on the Plan, long this Increases The strength of ire lintel and is Sol without engtrawrng otter. If a Smeller Ilmel Is Installed canted FOR for appraal. SAFE LOAD TABLE NOTES 1. All values Desna on mlmmum 4' bearing. Eveipean: Safe beds for uMIIIed lintels must be reduced by 20%H beedrig length la less than 81/2'. Safe leads for all recessad lintels based on 8" nanlml sawing. 2. INN. - Not Rated. '^ 3. Safe leads are iota superimposed allowable toed on the section Specified, 4. Safe loads basetl on grade 40 w grade 80 field reba. 5@p 5. Addmana felwal load oSPWAY can be obtained by lire desW�er by S c -2[131 W r0 � 0000 Providing addlonal mimamed masonry above the precast lintel. 5g ?5F Ifl 8. One #7 mbar may be substituted "for W(SHIM -W #5 labors In e" O%finialsle only. a4 tS,n Fit1�sss � Ed 7. The deslgna a ro d mum a concentrated loads tram r a sob from tables OY Q.sinv n g Ed W the face of theport. resletl�nbment and Shea at daway bore $ the tacawse Intel S. For composite IM[61 helgltrs oar shown, use safe load from nextknew g' 9. Nl safe foods In units of pounds per llnea taw.. o wa Lj ,'j s � G. `igQ y0 n sblN IS tp W;;WSiam ZW y 12 g a e VAWY.NSENG.COM ❑ ❑ ❑ z^ Z t%1 Z o r Zow N a� J N d _ C Z n m W H WEJ w ss 0 u 0 W W c ww�Llii V Ln W C4 E - w s 0 F U ZK {�j N y 1- U v � aoI� _ a Note 4I1 . A DAMS HOMES I� n wnn�nW FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY Fla GULFBREEZE, FLORIDA 32563 coc DIVISION LOCATION: ST. PORT ST. LUCIE —PRECASTINGS LINSEE GENERAL 10ETE WITHTO ALL OF RU8R ♦ Job Information: AT TEL SCHEDULE SEE F40R RE L CONCRETE/HC%OK WITH TOP OF WALL REINFORCEMENT SCGMENT PoR REQUIRED REINFORCEMENT R B I sro. so HooK /ram in 7 w STD 90 DEGREE m 8 REBAR ON BOTH SIDES. ANGLE 3000 P.S.I. OF OPENING U.N.O. ci . CO(C. W/1 Its D TYP. BOND gFAM S"xl6"K.O. 'EL 7 ` C Ln PROVIDE KNOCK -OUT BLOCK LBLOCK 0 FOR FIRST ' W/3000 P.S.I. LLI - COMPLETE CMU COURSE - BELOW ALL &FILL SOLID CONC. W/1 #5 DIA. REBAR \ Oj ' :. W/ (1) 48 BAR FOR ALL ' WINDOW OPENINGS / 0] e'•e" (n 1H AND e" x e" x 18" INDICATES FILLED CELL FROM FfrE. TO 0) V) CMU U.N.O. �1 BEAM BP.R MISN. 1 ® LLI ZD 0 " - ♦ Model Name / Number: 1820 TYP. DOWEL 25' ♦ Plan Issue Date: MIN. LAP (ACI 530) Tuesday, February 9, 2021 , r . .. - • , :. MN ♦ KA PROJECT NUMBER: 21-1771 . • (' 'FOUND DM SEE PLAN SEE FOUNDATION FOq LOCATIQ Sheet: S w Of: PLAN MS01 I BLOCK WALL REINFORCEMENT TINTS . LINTEL PLAN ° SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) YVx5„ SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL n „ VERTICAL MIN. 5 PER JAMB. b ;; ~ SECTIONAL ®F OVERHEAD DOOR CUNT. P.T. #2 0 WOOD SYP2"X6" ti ° t n TRIM Lam+ ``*�Iunreergel OR{� if o� J: e`" O .j ',�a pad- .......... /! '�I• , • 2°x6" P.T. WOOD JAMB c`w DOOR AND CONNECTION PER ® GARAGE SLAB " of O. '•, '_ w GARAGE DOOR MANUFACTURER : TYP. GARAGE DOOR�N TRACK MOUNTING DETAIL r o°4e�elinn►°y�� > ° NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DERAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. to m N 00 III I Inco 28*4 06 °gg1 rn 4 tJi IJi BLOWN IN R-30 INSULATION PER FBC a'� GI�Mcc a 4a W r~ n. O O B AND ENERGY FORM SUBMITTED WITH v a 5 w x R-30INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) g p� m ?i,, W.�-° m ° O� o $' ^ B - '+' Mot o $o '� W BLOWN -IN 12 OR .i pl E Z � FBC AND ENERGY FORM SUBMITTED NGLES TILE ROOF ( RI ° 8 19 12 WITH PERMIT APPLICATION ' SEE PLAN ELEVATION) PROVIDE BAFFLES AT EAVES \ OVER APPROVED UNDERLAYMENTg&o U SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA ❑ ❑ ❑ PRE ENGINEERED WOOD ROOF SHEATHING • SEE SCHEDULE- F NMNi.F�SENG fAM FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES 24 O.C. X�1�` [RSH] - ON FRAMING SHT. FOR SHT'G & FASTENERS. �11 0 ,n Z apft PER FBCR 905.1.1 OVER APA (_Y@Ir_x_?c-x,'. 1 11 '' I , 1' '' TRUSS ANCHOR (SEE PLAN) z N PREENG. WOOD ROOF SHEATHING SEE SCHEDULE- [RSH] - ON FRAMING SHT. FOR TRUSSES @ 24" O.C. - _ _ _ SEE PLAN FOR Z (' `] ¢ «: SHT'G &FASTENERS. , ,; BRG. HT. WWW a m 1/2" DRYWALL ' TRUSS ANCHOR (SEE PLAN) FELT PAPER OR ' ° ETAL DRIP EDGE TRUSS PLATE Cn z ih TO BE INSTALLED ON OUTSIDE FACE 3/4" P.T. NAILER - ` 2x SUSFASCIA (TYP.) FRAME FOR BUILT-UP V) n1 — - SOFFIT. SEE ARCH. 1/2" DRYWALL CORNERS min (3) 2x4 OR 4x4 2x4 POST UNDER EA WSJ w U j pLglys w/ @ tMETAL DRIP EDGE 1/2" DRYWALL CURTAIN NAILER f 8 x 8 x 16 K.O. 1 x 4 P.T. @ WINDOWS ^ LINTEL BLOCK END OF SUPPORTING BEAM. 2 X 4 P.T. PLATE " KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 U—' o 0 w 2 � U do CONNECT ALL 2x STUD ZX SUBFASCIA 1 x 8 P.T. @ S.G.D. " O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH D.C. = m TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. " SEE ELEV, 3000 PSI CONCRETE „ (TYP.) ALL SIDES / i oV,\ \ (TYP.) FRAME FOR COR- F- c4 r.•iL� U - w E f4, 36d TOENAILS PLANS PRECAST "U" LINTEL " „ o /l oQ BOO vv \O NERS FOR NON LOAD F s o H C(n> 1/2" DRYWALL _ SEE SCHEDULE „ " , a , v BEARING SIDES NAILED (/v, v a, v b. " - °' = o ^ m •�'" SEE PLAN FOR HEADER SIZE " < w/ 16d NAILS @ 8' O.C. U W o w 0 by vv a�a� am' J \\ !u/ O / Q� 15/32" OSB EXPOSURE 1 ON O'H' EXT. WALL W/ ALL EDGES BLOCKED. / 1/2" X 8" J-BOLTS (1) CENTERED EA. ` (TYP.)4 COURSE HIGH A.F.F. DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TS13 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS CMU BASE FILLED w/ CONC PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON „ FILL CELL -(1) #5 DIA. (TYP.) w/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE N0. CRC1330148 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. " REBAR W/ 3000 PSI " CONC. ALL LOCATIONS OF COLUMN PLAN AI -Al 3000 GULFBREEZE PARKWAY „ srfowN ON FOUNDATION - GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN „ & FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN " „ LOCATION OF OPENINGS IN " SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E EXTERIOR WOOD WALLS. IF NO OPENISMDSNGSRE INDICATED, FULL w/11-10d TO BEAM& ; FOR BEAM SPEC. REVIEWED ♦ JOb InfOrmati0n: �v TO FRAME BELOW NOTE; 44" MAX. SILL HGT. ON CODE CCU P`cw ALL BEDROOM WINDOWS. r VINYL FRAMED WINDOW �a ® �a CEMENTITIOUS DECORATIVE WINDOW STOOL ell W/SCREEN PER SPECS „ `��°.��®��aa�`"' BO'C.iC FINISH 7/8" THICK PER ASTM PRECAST CONC SILL C-926-98A PAPER BACKED FOIL Rj u ' O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL " " PER FBC AND ENERGY FORM V , MORE INFORMATION), SEE T613 1/2" DRYWALL ON SHEET 6 y EXTERIOR FINISH - SUBMITTED WITH PERMIT , (SEE ELEVATIONS) � ,ittt_ , �"{ m O O1 FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. APPLICATION FIG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING w c0 ++ w WOOD FRAME WALL PER FBC P.T. ZX #2 SYP. BASE PLATE 17" IN CONCRETE • 25" 1 x 4 P.T. EXTEND (ACI 530) ABOVE •- '" dj AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN , SIMPSON HETA20 Al Ai BUILT-UP CORNER MIN (3) 2x4 > M 3 WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. — MIN, 6" FROM END - SEE WS07 —� WOOD BASE ��\\ ON FOUNDATION PLAN w/10-10d TO COLUMN OR 4x4 POST w/ 2X4 UNDER POST ; ' C 'LE Z -' _i U m OI tD WOOD BASE FOR TERMITE SHIELD EACH END OF BEAM ..COPY. ■ I"'- LO 'C SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR O J W m Lo O FOR SLAB INFORMATION TOP OF -SLAB SLAB INFORMATION TOP OF SLAB , i NOTE: 2 X 4 P.T. PLATE i r ^ Lo vJ J m U) a JF BOTTOM STRAPS MUST BE ♦ Model Name/ Number: * w` C0 o� INSTALLED ON INSIDE OF GRADE GRADE COLUMN. DO NOT BEND77 o STRAPS UNDER PLATE. a r,e �r ?$o b 1820 ( PLACE STRAPS IN FILL ♦ PlanlssueDate: CLEAN 3 0 6 COMPACTED 4a 'SEE PLAN FOR RE -BAR QUANTITIES CELLS w/#5 REBAR ,. r (TYP.)4 COURSE HIGH CMU BASE ,.I w FILL ,:T •+ m� ��•, ,, �� FILLEDw/CONC - SEE PLAN FOR ;•,,�, ,•, �,•,;••°- :": SIZE. TOP OF COLUMN BASE - Tuesday, February 9, 2021 SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 2 '-0" AFF ♦ KA PROJECT NUMBER: 16" FOR FIG REQUIREMENTS PLAN 21-1771 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-D" DETAIL - UNLESS NOTED OTHERWISE S-2 WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N•T.S.I TYPICAL FRAMING r I I DETAILS DN lu m `m 'q W LJ (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS (D=0.148",L=3")OR EQUAL COMMON WIRE NAILS (ONE OUTSDE FACE) COMMON WIRE NAILS E OUTSIDE FACE) INTO .LL=31/2" D-0.102',,ALH31/7I')OR EQUAL (0=0162"OR EQUAL 11N DJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"0IA. x 51/2" LAG OPPOSITE SI DES OF TH E COLUMN. SCREWS OR EQUAL($P.ACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATION, ADDIT10 AIL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S.. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) ' F.F. I"A OVERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. '� LI STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d •� \ COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE GEOS FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. 2x4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING I .T A I ail IFANW, R A E GE15 I FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL 01F ONLY (1) KING ><7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF TO BLK'G. OPENING G.C. TO W/ 2 82 -d 8d INSTALL (3) TITEN HD. W EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED SP4 AT (3) 16d SEE PLAN COMMON FOR WLL �24" O.C. NAILS(TYP)-T HGT. CMU, , .... ���/o �$ 20 >/ lWO7 •�1 4 100,I 7/16 • O.C.• • •' �`II FF �" EACH , :•A ANam • :• L�1`J• • BOX HEADER EACH • WINDOW OR DOOR OPN'G CMU PROVIDE 2x4 ON TO OF 2x8 T0. 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) 48 �V/l! 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 24 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT."4fpy. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-I * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 WALL JACKS KINGS I JACKS I KINGS SIZE EA END EA END I FA END JEA END LESS THAN 4' (1) 2 (1 2 >4' BUT - (2) (3) (2) (2) 0'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ — 8" O/C TYP. DOUBLE 2 X 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE TEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12'O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE STRUCTURAL SHEATHING 1 CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING , ATTACHED PER NAILING SCHEDULE TB13 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC , AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" D.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. STUD TO GOT PLATE: SIMPSONSP4 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 3/4" = 1'-I 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 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. EVIEWEI ,.BODE CC F- ST. LUCIE C B®C( FILE COPY $ & g- N 0 Fgg@ t w � LO 00 Ik 4i• N (J N ,I!Ono W d }� €' o 0 o �"tR6 I•t9i�m� ¢ o oa€yN Q 0 STEa@LL B C J N O � $@9 W2 (!I r '� WW`jW{.PJSENG.COM W z Z o _ o `((AA,■, z0 10 QN V' 6 Z N t!) UI m w a w g c F- � m (C) U _ N E : r �� 00 O ?.✓ 00 4y amN O O �vs alloo a,m; —F-1)AMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Jab Information: O ZLO � W r mri N N J M W J � O_1WZD d o J m U) (/) LO a VI Model Name / Number: 1820 Plan Issue Date: Tuesday February 9, 2021 VI KA PROJECT NUMBER: 21-1771 Sheet: S /3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2"=r-0" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ AX 9" UNSUPPORTED *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH] SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP IF 9" 2X4 #2 SYP TO BE LESS THAN , (MIN. FIRST 4 BAYS) BLK'G @ 16. O.C. BLK'G @ 16" O.C. � OR EQUAL TO 45° - MINIMUM 2"x4" 8d NAILS @ 4" O.C. IF 9" CONT. 2X4 #2 SYP W/ (2) SEE STRUCTRURAL NOTES AND NAILING , ' ' CROSS BRACING " 10D X 0.131 @ 8" B.C. EA. SIDE SCHEDULE FOR Ifj CONT. 2X4 #2 SYP (SEE PLAN FOR { ". "� ` +-'" -. WALL AND ROOF SHEATHING, SEE TB13 i W 2 10DX0.131@8" SHEATHING DETAIL (9j I ' LOCATION) BLOCKING FOR SPECIFICATIONS ' ' O.C. EA. SIDE i i I 2x4 SYP L BRACE FOR STRUCTURAL SHEATHING 15/32" 2X4 #2 SYP BLK'G @ 16" ' ' I ". 2x4 SYP OR SPF CROSS BRA GABLES 3'-0" TO 5'-11" TALL. O.C. W/ (2)160 NAILS EA. �' �' OR 7/16" MIN. w/ 8d NAILS @ 3" ,. APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR THEN 48" O.C. AFTER. NAIL w/ ,' / O.C. EDGE & 6" O.C. FIELD END. SEE [RSH] SCHEDULE . , I 312d @ EACH END & @ GABLES 6'-0" AND TALLER. CROSSING AT 450 ANGLE. ATTACH L BRACE w/ FOR SHEATHING ATTACHMENTS. �' '' I 2x4 L BRACE FOR GABLES 3'-0" ` NOT REQ'D WHEN GABLE IS 12d NAILS @ 4" O.C. ( Q FASTEN 1 SIM ON HGA10 ( ) (MIN. FIRST 4 BAYS) ` ' TO 5'-11'TALL. 2x6 L BRACE FOR 4'-1" OR SHORTER) BRACE CONNECTOR FROM GABLE TRUSS ` `�` ,' I GABLES 6'-0' AND TALLER. ( CONT 2x4 SYP OR SPF SPANNING (4) DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. TRUSS BAYS (8'-0") NAILED �� �\ �' �' ATTACH L BRACE W/ 10d NAILS 2x4 SPF CROSS BRACE : / AT 4" O.C. ' (3) 12d w 312d TO CHORD MIN BLO K PLATE NAIL GABLE TRUSS / ( ,' APPROX.8" FROM RIDGE PER JOINT ,. 1ST 4 BAYS) TO TOP PLATE w/ THEN 48" O.C. AFTER. NAIL _ 16d NAILS @ 4" D.C. 2x8 .T. PLATE 1/2"X8" ANCHOR BOLT W/ (3) 10d @EACH END & @ , i^� \ I GABLE TRUSS CONTINUOUS LATERAL BRACING- , J / 4 BAYS 2x4 SYP OR SPF BLOCKING - AT 48" O.C. MIN. CROSSING AT 45°ANGLE. ' NAIL OVER X-BRACE AS SHOWN- BETWEEN TRUSSES @ 48" KNOCK OUT COURSE (NOT REQ'D WHEN GABLE INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. IS 4'4" OR SHORTER) ' I CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING 2d @EACH TRUSS w/ 312d NAILS ND MASONRY WALL END ,' I � � I JACK TRUSS ' TRUSS WEB ��` ��\ SEE PLAN FOR CONT. 2x4 SPF SPANNING CONNECTION (4) TRUSS BAYS (8 FT) NAILED NAIL TOP OF "T" TO GABLE i ROOF SHEATHING, SEE TO 2x4 BLOCKING @ 4" O.C. TRUSS w/ 2.12d AND 1 T013 FOR ATTACHMENT SIMPSON HS w/ OVER JACK TRUSSES, SEE 10-1Odx11/2" NAILS PLAN. W/ 12d & (2)12d TO CHORD (MIN 1ST 4 BAYS) ` TB01. TYPICAL CROSS BRACING DETAIL N.T.S- TB02 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x11/2.. YJ Y,,Ts�l ll�r1j T..... SIDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS 2x4 SPF BLOCKING BETWEEN NAIL TOP OF "T" TO 2x4 BLOCKING W/ �ti+°' ` rr�\-. C•:. PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d TRUSSES @ 48" O.C. MAX GABLE TRUSS W/ (2) 12d TOENAILS �..•.. J�iv ''. CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON HS w/ (2}12d &(1) SIMPSON �„ j •,. BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. SOd x 1 1/2" NAILS HE W/ (10) 10d X 1 1/2" MASONRY WALL/ LINTEL .� : •"' NAILS EACH END TO TRUSS TOP NAILS OR WOOD BEAM/WALL I , q10 N CHORD @ WOOD FRAMED WALL @ DUTCH GABLE SEE PLAN FOR MORE INFO N (MASONRY SHOWN) *% p �% 5 GE21 SECTION @ DUTCH GABLE i/2 = 1'-0" 9' •. L pP C A TRUSS ALTERNATE TO BLOCKINGi PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S.NTS ��� FF WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP S I Q� q TRUCTURAL ---- PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 N TOP CHORD WHEN REQ'D NAIL TO TOP CHORD _ F - - - - OF HIPPED TRUSS W/ TO PREVENT SHEATHING RC SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ti ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"X4" SPF OR SYP TRUSS BRACING SEE * SPACED AT 10'-0" MAX a m W W PLAN Few c� € =¢�P u� m a 53g LL (jg m % tJi- 2X4 BLOCKING ®ffi �B�&�£ 0 m�no� U, a BETWEEN TRUSSES HIP TRUSSg>'�S �Q. 30 Q TB03 HIP / RIDGE BLOCKING DETAIL N.T.s. T1304 TRUSS BRACING OVERLAP DETAIL (TYP) ETS. g s ��gLL m m�€ o '4 W ,=� wYNJ.fOSENG.COM Z �3 Z 8 TRUSS NOTES' Z o 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 h a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT Z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED U M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY ^^ 11 W CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. uJ SPECIFIED BY THE TRUSS MANUFACTURER ALL 2. ALL BRACING (DS,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. U 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS ATTACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CENNG ARE NOT M O w C ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. CO 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. - - H J SEE TYP. TRUSS BLOCKING DETAILS SHEATHING U N E t - - d; N �� 3 TO 4 TRUSS x4 AS SHOWN. c oJV 0 RNATE TRUSS SPACES DIRECTION - I Q N o 0 Q.m: RUB ® DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE (2}12 NAILS W/ (4) 12d TOP & BOTTOM OR H5 SEC ION TRUSS TO EA TRUSS T FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF (4) 10D B8 REQUIRED ® RAFTERS GREATER THAN 8'O" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN W BLE TOP DGOBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG. TRUSS SECTION B-B ALL VARIES w ROOF ei�9r��:. SLOPE PORT ST. LUCIE SEE PLAN CODE CC, CONV. FRAMED RIDGE MAY BE NAI LED w/ MIN. \ / \ \ 2X4 SPF BLOCKING / / � p�a ST. LUC1'. ♦ fo Job Inrmation: VERTICAL SCAB 2X6 92 (4112d WHEN IT LANDS SPF 48" D.C. W/ (4)12d \ \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / / ( SIDE w/ 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d (3); REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFrERS GREATER B \ \ / THAN 8'-O" 2x4 SPF BRACE \ / j(- \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ 12d AT EACH END & RAFIRERTd \\ \\ ALTERNATE DIRECTION O SHEATHIN� 2X4 BLOCKING BETWEEN CB BEVEL CUTS ei TRUSSES W/ (2) 12d NAILS (OPTIONAL) 0 EACH END, COW. EACH BAY Te /' /' .(BOSSES 0 p B I 2X4 SPF W/ (2) 07X31/2' DB WOOD SCREW EACH TRUSS / / SEE PLAN W i +• ALTERNATING OR HS 0 48" O.C. BLOCKING PRE-ENG. TRUSS / / COPY > N d) N 0) FILE CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / z / 1 m `•/10 SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / CO B 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2xB #2 SYP RIDGE BEAM (LISP ON C N \ \ / / 2'-0" ON CENTER \ \ / / rV�/�) '�'^^ d O CO V / v J TRUSSES W/ (2}12d NAILS rA AT 8'-0° TRUSS \ / 2X4 SPF BLOCKING EACH END MAX �2x6 RAFTERS 0 T-O"O.C. \, � BETWEEN TRUSSES ♦ Model Name /Number: MAx.w/(3)12acoMMON BEAM 3) 4" WALL BELOW TOENAILS TO RIDGE FO 2X4 RAFTERS R SPANS LESS THAN EA. END (TYP.) / \ 1820 (SEE PLANS FOR TYPE) 4 Fr @ 2'-0" D.C. MAX W / (3) IOD SEE PLAN CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM ♦ Plan ISSUe Date: 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT 1/r'sPACE - - - TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Tuesday, February 9, 2021 ♦ KAPROJECTNUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-1771 2x4 S.Y.P. @ 16" O.C. Sheet: Of: TBOG BLOCKING AND CONVENTIONAL FRAME DETAILS N'T'S TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS W 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 to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16II 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. 6" I SPA( EVEr 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES u Ia r. DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-09 ' IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O m TOP OF SLAB op_I I Ir - Ir I o dv 41 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. PACE VENLY � vane NAIL SHINGLES W/ S1 OR 12 GAUGE ROOFING NAILS, 3/8• MIN HEADS.5 PER SHINGLE. veliey Centeaine I ------------ SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EATER. WALL FINISH TM LOCATIONS) Or Ba MINIMUADDVE D"AG-AGALV, VERTICAL RISE OF FIASHING VERTICAL WALL FLASHING CONT. AT KNEWALL T ENTRY PLASTER Sr SEALANT _ ROOF 6"X8""HIGALV.171 S T / I I�' FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED B° HOPE IN�GLIII AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW \ AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF 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 WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WO00 FRAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &SHEATHING EXTEQIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O,A. WINDOW HEIGHT EXTERIOR 1 i/2a Mlf+l;;]uiBEbA111rNT FEftr+`- 1 I� 11ro- INTiERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: DARE NINAIL SHINGLES W1 12 GAUGE ROOFING FL7006.1 R-101st Choice COUNAPP NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal -- Products Inc. FLAMCO "Off-r d e vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING 0 UCTS TAMKO No. 30 #30 ASPHALT-SATURLIEDORGANIC FE UNDERLAYMENfT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL12328-RS 2nd Choicel I Overhead Garage Doors: 1st Choice +30.0/-30.0 1 CLOPAY isW7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/- 32.0 CLOPAY 53W5 8 x 7 FL15279.36 Swing Doors: 1St Ch01Ce +67.0/$7.0 THERMA TRU-CORP. IBERG S OOR GLAZED INSWING 2X BUCK ATTACHMENT T BE ATTACHED WITH ERSE X 3" TAPCONS MIN, 4" FROM TOP &BOTTOM OF INTERSECTIONS ANp MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL20461.1 2nd Choice +67.0/-67.0 THERMA TRUCORP. FLUSH OUTSWING FL20461.19 4 1. 1st Choice G +0/-146.3 The Tapoo Group 7" Staggered NAILS 1h" LONG WRH I/8" DIA. SHANKS & 3/8" DIA. HEADS FL20403.17 Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. 0• N.A. NA. SHALL BE BEYOND WALL DRESSING Windows, 1st Choice +40/ 50 MI WINDOWS 3540 SERIES ngle Hu (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FACTORY WITH ALL FL 17676.1 R9 3540 SERIES SHOULD BE FILLEDATIONS HOLES NOTTH DESIGNATED ED FOR TAPCONLL W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17676.8 R9 FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI WINDOWS 3540 SERIES SUFFIENT LENGTH TO ACHIEVE IV," INCH MINIMUM EMBEDMENT FL18644.3 R3 Picture wintlow IN WOOD SUBSTRATE. Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A ILA M-1926 Horizontal MINIMUM EMBEDMENT WITH i" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 EDGE DISTANCE ew ICE Fixed lass. 1st Choice +50.0/-50.0WINDOWS US BLOCK 825 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1a/A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE FL 18644.3 R-3 2nd Choice 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED I SOLID SOFF 1 1/2" NAILS 10" O.C. IN IF SOFFIT LENGTH FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ 46 PSF INT. HURRICANE STORM PANEL MFG. INC. 24" Ga. Gaivenized Steel Storm Panels DIRECT MOUNT. TOP L/4"-20 MALE PANELMATE W/ WINGNUTS AT 12Y2" O.C. BOTTOM 1/4'"-20 SIDEWALK BOLT w/ POWERS CALK -IN FL16293.1 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 °AAenArrr) J?0 TORIC .14p��.�NJE s r'G 'f C i'O•• S P�� OT' G i S I OAP ji ttttlt� I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IFI Job Information: O z LLB o m N + O rn J m 1-i J In a J m W V) Model Name / Number: 1820 Plan Issue Date: Tuesday, February 9, 2021 KA PROJECT NUMBER: 21-1771 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS _ MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH .� / RESISTIVE BARRIER& WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R709.1 General. Exterior walls shall provide the building with a weather -resistant exterior wag envelope. The exterior Wall envelope shall Include flashing as described in Section R703.4. /'WEATHER WINDOW UNIT RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shell be designed and constructed In a manner that prevents the BARRIER °e EXTERIOR WOOD FRAME CONSTR. SLOPE eccomulatlon of water within the wall assembly by providing a water-resistant barrier behind the exterior Wadding as TAPE SHEATHING SELF -ADHERED FLASHING 6Y DOWN 3/DHESI E T OF APPLIED ADHESIVE TO BE APPLIED UNDER 0.3 In : 12.0 In C E L F-ADHERED FLASHING H I N G required by Section R703.2 and a means M draining to the exterior water that penetrates the exterior cladding. ' LAPPING OVER RIM JOIST AND UP WALL BY 6 IN. THRESHOLD OF DOOR AND RETURN UP JAMB V. USE LIQUID NAIL BRAND (0.6 cm: 30.5 Cm) SELF -ADHERED FLASHING tJ PRODUCTS D E TA I L S from holes and breaks, complying of all a with ASTM D226 for Tye Water -resister barrier, One layer of No.ive 15 asphalt fait, applreeied sheathing of all exterior walls 18 Type 1 fait or other approved water-reslstive barrier shall be applied over studs rr„awwa"i OR EQUAL WEATHER PROOF CAULKING \WEATHER l Where asphalt 181t shall be applied horizontally, with the upper layer lapped Over the lower layer n0t leas than 2 inches. Where as joints occur, felt shall be lapped not less than a Inches. Other approved materials shall be installed In accordance with the EXTERIOR SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barriemanufacturer's Installatloninstructbns. The No.15 asphalt felt or other approved water-reslstive manufacturer's � CEMT. FIN. PER FBC-R ( CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a BARRIER SEAL TOPS of JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R7031. UNDER DECKING (SEE DETAIL WP07) SUBFLOOR 11703.7.3 Water -resistive barriers Water -resistive barriers shell be Installed as required In Section R703.2 and, where SELF -ADHERED FLASHING applied over wootlard56tl ahsafhing, shall InolutlM ewater-reslstive vapor -permeable or with a periormanoo at least WIRE LATH equivalent to two layers of Grade D paper. The Individual layers shell be installed Independently such that each layer Detail Instructions provides a separate continuous plane and any gashing (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: 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 BUILDING numbered Items In the list Of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based Sheathing has a water resistance equal to or 2. Self -adhered flashing plus head flashing under weather resistive barrier t PAPER 1. Install self -adhered flashing In order as shown by numbers greater than that of 60-minute Grade D paper and Is separated *am the stucco by an Intervenirhg, substantially nonwater absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head gashing and 1 2. I nsiall flashing and weather resistive barrier to form water shedding laps seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 flashing. Approved metal flashing, vinyl flashing, selFadhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid•applleil membranes used as flashing shall be applied in accordance with the manufacturer's Scale: sirs SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING W P 0 n CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P O Scoring cuts Instructions. AN gashing shall be applied In a manner to prevent the entry of water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with EXTERIOR DOOR WITH DECK - SECTION A L 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the Juncture with the building wall with a sealant complyingadhere to substrate using a square piece of flashing material (6" x 6" Minimum ) with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTMC3281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluld-applied membranes used as flashing in RUBBERIZED ASPHALT EXTERIOR SHEATHING RUBBERIZED ADHESIVE ASPHALT 6. Fold as shown by arrows exterior walls shag comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING �� 3/4"-t" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ADHESIVE 7. Angle of comer may vary, adjust foldingof the flashing accordingly t0 fit g y ry' ) g g y flashings shall be Installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6'. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WPM) tight to comer 8. Mechanically fasten as necessary 1.Extedor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wail finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBWTY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed + _ In accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING; EXTEND A MINIMUM T' '� • (BEFORE SCORE RELEASE PAPER TOE 1.1 The fenestration manufacturer's Installation and flashing instructions, w for applications not addressed in the FLASHING VERTICALLY FROM OWN) AOHESNEAS SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. + THRESHOLD MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to s s the water resistive barrier for subsequent drainage. Openings using pan flashing shall Incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides. SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3 In accordance with the flashing method of a registered design professional. me h 1.3 In accordance with other approved methods. ed approved SELF -ADHERED 0' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 800 FMA/AAMA/WDMA 400. FLASHING 2 or 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walla, with SELF -ADHERED FLASHING Projecting Zips on both sides under stucco copings. NAILING FLANGE 4 2 © 6 3. Under and at the ends of masonry, wood or metal copings and sills. SEAL TOPS OF JOISTS 4. Continuously above all projecting wood trim. DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 2 7 S. Where exterior porches, docks or stairs attach to a wall or goon assembly of wood -frame construction. S. At wan and roof Intersections,. SELF -ADHERED FLASHING \ A PO A4 SELF -ADHERED FLASHING W P05 SELF -ADHERED FLASHING INSIDE CORNER W P06 7. At built -In gutters. HALF ROUND WINDOW V V EXTERIOR DOOR WITH DECK - SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING 7/8"Cement Plaster 7/8" Cement Plaster t in accordance with accordance with ASTMC926 ASTMC926 SELF -ADHERED _- �- FLASHING PATCH `P .. ". ` . Felt backed metal .. Felt backed metal lathe in accordance lathe in accordance with ASTMC1063 with ASTMC1063 SELF -ADHERED FLASHING DECK PROTECTOR s '!IJI Building Paper Building Paper \` 7/16" O.S.B. 7/16" O.S.B. sheathing :. sheathing SINGLE DOUBLE JOIST / Kee to edge P P �) JOIST SELF -ADHERED FLASHING " -. �� Flashing Ofweep screed j / SELF -ADHERED FLASHING '/ t 3 1 /2" 2 below top of block 3" MIN �•/ 2 Unperforated Vulcum Flange 7/8" cask bottom 2 O 5 5 Weep Screed joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING FWP 07 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 PO g Weep Screed 1 1/2" to 2" ange 7/8" Weep Screed \H0.8362x;DECK JOIST OUTSIDE CORNER Roof INSTALLATION OF THE BUCK/RECEPTOR. Above 1/2" Cementitlous Sheathing Decorative Finish ,o'• ••o, All inside and outside corner will °• need to be miter EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster butt joints need to BUILDING PAPER in accordance 0 0 ' becaulked using SLOPE SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 am: 30.5 cm) '- SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING " - -- EXTERIOR CEMT. FIN. BUILDING PAPER .. WIRE LATH - . 1 /2" Cement Plaster Finish SELF -ADHERED FLASHING Block WIRE LATH 2 1/2" Perforated Flange 1/ BUILDING PAPER Cement ° Screetl�Or BUILDING PAPER W. Plaster over block tst floor EXTERIOR WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 $ O Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 1 0 FLASHING FW_P1 1 CEMTERED ED FLASHING FFINISH R PARAPET WALL [�V�12 the Weep Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD ISH WINDOW SILL EMT. FSELF-ADINISH �ChTORq sr'• O �' P F� w ,S OFF, W a ' m H 00 LO W 1- s sa �� m uo LLLL ova a a-� in o Lu o: o ¢ O 3i& P NV m Q Q 2 < 220u- as ��g� a 3 W 5 WW%FDSENC.COM 0 ❑ ❑ O W z o - o Z N Z \\/ ¢ ale/ in a .ti - to z " l�Y � W 9 •I•'rgC`y 4V Q y �0OV) W%n t/1 0 <`7 H 0 M t0 U - true E Ct V -�S x ati� I;.0 C In W a Y Q " o ® DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC133Oi46 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE FI Job Information: O F- Zc VH .) o m \W m / QJLLJ:D v o JIn(n(n m a Model Name / Number: 1820 Plan Issue Date: Tuesday, February 9, 2021 FT KA PROJECT NUMBER: 21-1771 Sheet: WP Of: WATER PROOF DETAILS Ill 25 SH 25 SH PRECAS BOTTOM © 6'—B' \. _ BEDROOM 2 LANAI OWNER'S BEDR06 -- r) VAULT CEILING r7 VAULTED CEILING V ULTED CEILING m in 135 j 5" bath duct 14x8 d 2x12 r o 7' z to roof cap 8� H2 IEL 25 sH W/ standard 70 2668 2868 14x8 lwcd e' CLG 190 cfm bah fan IR/ISH 10" 16x16 rag %x16 rag BATH 1 w DETAIL ii/ : r f 0 4" 8x4 1w d 1 14 rag FAMILY ROOM 8 s \ \ 5 bath duct D' CEILING 4" to roof cap 14x8 ,wed W. I C w/ standard 70 225 8'L d 0-/cfm bath fan 5 10x rag \ z BEDROOM r� \ f6 I VAULTED 0 1OX6 1 s'' 1 Ox6 1 wcd 45 Q„ � 80 6' 14„ 5" OWNER ATH Z r. VAU TED CLG.in 8'. CLG A 00 DEW RANGE/ \ BL. HOOD 24x18 fb g INK w 8., Z DINING ROOM K TCHEN /j Y/� N VAULTED. CEILING 7" LTED CLG. > 155 v=i `'}-2 /\'-1-2 A //lam S/`1 U N 135 w , 14x8 1wcd BY BLDR MAN 12x6 1 �4 d m , REFRIG VERIFY 2 FROM WALL a NOOK LOCATION > a W/ BUILDER " 12x12 rag 10' c 00 9 / A N 1 o6d, 8' 40 12x 2 ra i FOYER 2868 4" dryer duct 0 10' CEILING STEP N. WON to roof Cap w/dryer vent box DE H1 BEDROOM 4 (A> 68 -� 14x8 1wcd �� & TRANsPER 2 CAR GARAGE 140 ctOv °� O ELEVATIN -- 8' CEILING EGRESS ENTRY 0 l �10' CEILING 41 J BM ^/ o LINE OF GARAGE DOOR ELEV. ■ BM3 "B„ & non CD04 ,I 3.0 TON 'W/5KW ®240V 1PH s- 18x13 len S1 z scale /4 —1 0 S- platfor by G.T. N z-r bldr @ --- AREA CALCULATIONS 16 x 7 OVERHEAD DOOR \ \ I NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1st FLOOR 1820 S,F. 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROAMS Transfer ducts/grills sized in compliance TOTAL LIVING (Ac)'I 820 S.F. with Florida Residential Building Code—M1602.4 GARAGE 396 S F. 'IA56 S.F. SE) EXCEPTIONS 1-3 COVERED PATIO LANAI 137 S.F. balanced return Ir. � � O � � P� ^ � I COVERED ENTRY (B - V TOTAL AREA UNDER':: ROOF 2409 S.F. ALL ELEVATIONS F v 0 CZ — — o Q o O o 6 M S� 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.