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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST'BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. CAST IN PLACE CONCRETE 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" PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2".TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BYTEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "I- OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. 1`303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. EXTERIOR COVERING MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 2. STRENGTH OF 2000 PSI ( f'm = 2000 PSI ) MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. STAPLES, SPACED IN ACCORDANCE WITH ASTM 01063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF R703.7.2 PLASTER. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE 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, 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 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 IT) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM 0926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.72. WOOD CONSTRUCTION R703.7.3 WATER -RESISTIVE BARRIERS. 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISO, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE 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. 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 (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 TO 1" DIA. SHALL HAVE STUD PROTECTION 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. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. 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. 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. 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 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NCT LESS THAN 6 WITHOUT WOODEN TOP PLATES. INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb =2400 PSI MICROLAM (LVL) BEAMS: 2.oE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 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: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED 5 3 WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 1 / 2" RATED OSS EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. 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 IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION. PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. STRUCTURAL PLAN PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS UC ASSOCIATION. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25% ) TO MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND 4. WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. S. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • 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 CONSTRUCTION. N S. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS • WALL AND ROOF INTERSECTION. • AT WALT•IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. MASTER REVISIONS DATE I DESCRIPTION UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 77H EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7.16 ALUMINUM DESIGN MANUAL-AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN * *TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD OIL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45. 55. BOTTOM CHORD LL(OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE). 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT c 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 4O bO (+) 27.6 (+) 27.6 10 0 29.9 (-) 37.0 (+) 25.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 0 50 (+) 24. (+) 1 31.1 31- Y Q 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0* x 7'-0" (-) 51.3 (+) 24.3 1 (+) 23.3 (-) 27.5 0 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING, CARE AND MAINTENANCE YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER HOMEOWNER ARE NECESSARY FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BE TAKEN TO CHECK WINDOWS AND DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3- 5 YEARS TO PROTECT THE COATINGS. THE DESIGNER AND ENGINEER OF RECORD ARE NOT RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER MAINTENANCE. SHT N0:1 TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS FIELD REPAIR NOTES I GENERAL (NOTES: I BUILDER NOTICE: 1 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON 'SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STRAP W 4 A x 2'/a" TITENS TO Y BE SUBSTITUTED WITH 1 SIMPSON MTSM16 TWIST S AP PS FOR MASONRY CONSTRUCTION MAY / ( ) 4. MISSED LINTEL STRAPS ( ) U 6 FOR UPLIFTS LESS THAN 1720# . IF CORNER STRAP IS MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 L65 (USE (2) MTSM1 R ) MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. 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 MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 3C�00 GUEF=REEZE P/A�RI�1�I;��Y 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 titleblock of these 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 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information, Every attempt has been made to 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 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 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omisesIgner misinterpretationsprioto undetected and not reported to the Designer /Engineer prior to KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance re the information found in these documents. Any questions regarding the CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE infsur atl on found in these plans should be directed to our Quality P Q Y AND FOR HAS NO DUTY 0 0 R OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE EFFECTS HEREOF FOR ANY REASON WHATSOEVER. KA 8E RESPONSIBLE FOR THE INDOOR AIRQUALITY, OR THE T r n M n r- I. N k w II beconsidered l mediate o bac cha I Assurance a ce a m s a8 Y � S FIRE THEFT VANDALISM TRESPASS OR ANY OTHER OR EQUIPMENT, FROM MOISTURE MOLD FUNGUS, HER CONSTRUCTION SITE MATERIALS, WITHOUT LIMITATION THE RE RESIDENCE, Q TO PROTECT,for PERIL CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO,EN THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION THE PROJECT, AFTER th reimbursement by the Designer/Engineer without advanced t N RE CONSTRUCTION AND KA AND FOR HAS NO DUN TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. R notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. AIMS HOMES Of Northwest Florida ZZ,p3 -o�Ss W N (p In g-�ag �cF��'3�G8tiWai9tl�t WQ�UQW® _§��g�pg 8till 1aq�d-'mi',- WO3m¢K¢�kk. LL z P l-- W�d+ i�nvR 0 Zm m§a& Ok 0 = 5a WRSag U M ,°- 1w .Po EN'GCOM ❑ ❑ ❑ IFLORIDA CONTRACTORS UCENSE NO. CRC1330146I LFB EEZE PARKWAY GULFBREEZE9 FLORIDA 32563 3000 GU R PORT ST. LUCIE I IVI Job Information: QLn Ln 00 U cc m Lin �1 � v F_ U m m d ®J LLJ o � J 00 0 (1)00 Model Name / Number: 1820 ® Plan Issue Date: Thursday, November 18, 2021. ® KA PROJECT NUMBER: 21-10143 Sheet: m Of COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. GRADE SEE PLAN OD �W Z ( p iv (2)#5 FM01 I SINGLE STORY FTG REINF. SEE PLAN —F F h h I !- 77 8 (1) #5 REBAR CONT. Mfin'A I TWi(°uFNFn FnrF 1 1/2"=1'0" (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN FLR. ••�♦ —* _* • I ALIGN DRIVE W/ BOTTOM OF - 2 STORY: 20" X 20" RECESS & PITCH DRIVE W/ (3) - #5 CONT. 4" CONC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR DOOR 1 1/2" = 1'-0" 2% BRG. WALL 2 STORY; 20" X 20" (SEE FLOOR PLAN W/ 13) - #5 CONT. FOR MORE INFORMATION) 16" FM11 I STEP DOWN BRG. REBAR I-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES (U.N.O.) CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. 1 PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. CURB FOR VARIES 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH MASONRY @ ELEV. 0'-0" /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ W/ (1) - #5 BAR CONT. '• MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-014 FOR FIBERMIx, OVER 6 MIL VISQUEEN VAPOR BARRIER. ' i GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMR TREATMENT. * `• 3 • INDICATES FILLED CELL W/3000 PSI CONC, FROM FTR. TO 2 STORY: 20" X 2.0" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. REINF. W/ (3)- #5 CONT. DOWELS 17" EMBEDMENT W/ 30" EXT, ABOVE SLAB. SEE PLAN :. ► ` . 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR 16" (2) # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. BEARING 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE 1/2" = 1'-O" FM02 I SECTION @ GARAGE 1/2" =1'-0" U.N.O.ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.14.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION = 11-0" REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. Q 1/2"=1'.0"1 FM12 I STEP DOWN NON BRG. MARK SIZE DEPTH REINFORCING CAP. Ib5 FS.O 1'-0" X WNT, 1'-0" 2 #5 E.W. DOT. 2000 -20 210"x2'0" 1'0" 6#5 E.W. BOT. 7200 F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. SOT. 11000 F3.0 3'-0" X T.0" 1•-0" 4 #5 EW. BUT. 15600 F3.5 3'-6" %3'6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4.4" X 4'-0° 1'-0" .5 #5 E.W. BOT. 28000 F4.5 4' 6' X 4'�6' 1' -0" 5 #5 E, W. BOT. 34500 F5.0 5' 0" X 5'-0" VA 6 #5 E.W. BOT. 42500 FBA 6`011 x 6'-0" 1'A" 7 #5 E.W. SOT. 615GO 1/2 = 1 -0 SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o y TYP. SEC. ELEV. 0'-0" WITH CURB (1) 45 BAR CONT. y, 8--�IL (G.C. VERIFY) m �� Z F.F. REINF- � io F •, ' _ (SEE PLAN) 2 #5 CONT. 1 • INSTALL LINING •- w ti _L 2 #5 BENT BARS W/ MATERIALS PER L, 0) N -` MIN. 25" LAP SPLICE FBC-R P2709.2^' _ _ MUDDED F-R. 16" SLOPED TO DRAIN MIN. 1/2" r '-, =-o" FM18 TYP. STEP FTG. DETAIL vz'-D" FM14TSECTION @ RECESS SHOWER ALTERNATE: REINF. THE REINF. BARS SHALL BE " GRADE SEE PLAN F CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE ND. FOR QUANTITY OD MIN. BAR LAP OF 25" #5 X 25" X 25" o ❑ 11 CORNER BAR ONE C4 " FOR EA. HORIZ. tv ..�, REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 1-1/2"=1'-D" FM23 -i P. FND PENETRATION STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION FOOTING OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0%2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-81, >2'-0"-3'4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32' W/ (4) #5 BARS 845# 4'-O" >4'-O" - 5'-4"& 16" 16" 48" 48" W/ (5) BARS CONT. RAN SV. #5 @ 18" O.C. TAN" 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO 05 CONT.REaAR (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. BAR— #4 TU RN BAR @ STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF B FIN GRADE 8 TO TOP OF STRIP FTG. ,. COMPACTED CLEAN FIL IN MAX 12". LIFTS i STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) COVER d FMASW I STEM WALL SCHEDULE 1/2" = 1' - NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0' FIBERMESH CAN NOT BE USED AND 'VERT. F.C. ABV. PON. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #g CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE *16" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h * TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NITS LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 0 u 51 3' 6" I '4" 4 I CORNERS HOSE i BIBB ' ' o 1 FM03 ; FM01 3 ' FM11 FM11 3 1 3 1 1 ■ F2.5 w F2.5 I 1 I ' STEP DN. 4" ; o0 1 ■ I ' 1 FM11 3 1 -- I ' TUB ■ ' ,� W.C. UNIT: 0v ' 0 LAV. 1LAV r1r 1 A T� IL 7100 NY __ 0 Id 1 00 _ _ ____ flr �,LAV N Q` 2 8 3 1 1 11" - L,L JJ ■ — 0 , zt '. W.G. ,ram_ _�-1, I ■ ■ I :10 I TUB S,'kES VARIES I o\ ' ' VERIF9I' DRAIN �'I 1 o LOC#DN ii l ' a 3X4 I F.G. SHWR I ' 1 N rl _ ■2' 2" 12' 10" . - - - 24' 8" ' I 1 rr -- r1i 1 00 SINK`,. `✓ 1 ,. 1 ■ , 1 12' 11" 1 ' ROVIDE CHASE O FOR HVAC UNIT 60 VERIFY LOCATION 0 7, 011 3, 0„ o r I , 1 1 r ' FM 1 OMP. UNIT i ill 1 1 Y" p 1 ,.I r i3-.ir1 r — �, x, I I I WASH •------------- ------ 1 • � LI_ — � J 1 1 "� ■ ■ e'I 1 I[� v' 1 STEP ON. 4" _________________ C 1 NV. H. 1 FM12 ' FM11 1 F2.5 I 3 3 J io 1 1 I 1 1 1 Qm Z ------------ N = In ; ■ c ■ ■ 1 FM102 O- W STEP DN. 5W' i 3 0 6, 4" 1 to 1 1 O U U W d ------------------------ o N 1 I I O � < ■ ■■ O = 0 L) � tz 1 1 , BOLL 1 3, 8„ 7'0" 1 ' ' 0 1 ■ - , 1 1 ■ 1 ' ' 4" a 1 to FM03 fl FM09 F2.5 I FM3 9 CN ' o HOSE BIBB ___________ __--------__________ FOUNDATION PLAN SQALE: 1/4- =1'-O" ALL ELEVATIONS 3 .,e �� • • ENS' v No 8786 ,Sc�AT OF �3 . DABS°°s 3JJJJJ ISTTTTYi weh ■ ti CW Om € T $ a#, gp � VO$ i�24 ig bm wii 8 ateh )gmz y=�c5 W moa a n IY P gm;g La15� dO IhA�mm� ¢ � W5.�8 I�'NgN'E m m .�512 $2s U J 5t. r WWW.FOSBVG.COM (9 Z g— o Z N o Z Q '9 J N a e-I — N Z N v) U m w 0 w c Ln � s ro U W NMIN Epp = O N Q ® r%AMC WAM17'A FLORIDA CONTRACTORS LICENSE NO. CRC1330. 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 3256Z DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 W o � O m c m � OL0 V i N z00 0 _j ED J m (1) 00 0 I Model Name / Number:. 1820 VI Plan Issue Date: Thursday, November 18, 2021 IV KA PROJECT NUMBER: 2140143 Sheet: 3 Of FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTINO & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITsCIRCUITS 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 4 EACH 200 GEN UGHT'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 all[tCUIT CALCULATIONS FIRST 10,000 AMPS ® 100°% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100%OF "@" _ (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL o °V W.H 2* WALL (FLOOR TO CEILING) 2'.8" USE 2 RED HEADS TO ANCHOR WALL ALTERNATIVE PROTECTION BARRIER N.T.S. INSTALL FAN BOX PREWIRE I I I I I I I I , (I II I �'yx ♦ I I I I O I I 1 I YY o I 1 I I I GFl GFI 120 GFI GFI -------------- ----- - *- - ----- MICROO/ GFI FOR D/W HOOD pp'-�q LOCATED IN -AWACE I I ❑d �I VERIFY LOCATION Wp IN FIELD GFI DISCONNET I' I 1 I vll 1220 rl— Ir� II GFI I h� I GFI j^I INSTALL FAN / - -1..1 BOX PREWIRE WP GFI GFI GFI-W� ELECTRICAL 1 I 8220 /-42" AFF PANEL ATTIC ELECTRIC oxrn o0/'/' IF REQ'D BY CODE a22¢ZO c �o� zone / EI z - m Q LL < J / 1 1/2" VTR I''1 LL =1 p of w z m a ❑ GFl GFI 42" AFF 2" VTR omNo F- w ¢ o FOR GARAGE F V m p 6 FOR GARAGE 3"VTR z of p o m DOOR OPENER DOOR OPENER i_______________________I _______________________________________________, I 1 I 1 LAV LAVdi DBSINK W/C 3" 33"44" L AFF W/DISP. TUB CLEAN OUT ' HANSON 2" HOSE ; 2" 2 LAV BIBB 3„ TUB 2„ W/C 2„ 3" 3" 4 COACH ��--�---------------------COACT LIGHT COACH LIGHT TO SANITARY LIGHT SEWER PLUMBING RISER MOTE: ALL PLUMBING FRISERS ARE TO BE VERIFIED yw/ PLUMBING CONTRACTOR ll BIBB INSTALL FAN f0x PREWIRE !I I ® I "! x I INSTALL FAN I l...l BOX PREWIRE i I I I I I I I i 220 r-————— ———— — — I I I I I CEN. OF WALL z 1 3 I I , I / I I I 1 � I I COACH LIGHT I `rc I I I I I I I I I I I --4-4PNSTALL FAN BOX PREWIRE I i I I I (I n NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. 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 R314.1AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). S. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24", THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING {� CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT rn Lu 2 DOOR BELL CHIMES VIP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O- DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL N❑ T.V. CABLE OUTLET LD DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX P WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFINALAMPSNEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 2D0 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN T' CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN, 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. to In xglco F W0 00 Do ;I I h W d m a U I's*S �pLLI W ui uYi 6 F- am�SF,; MO J c� d M 8 p K J rn v� .. ow =s 2.5 ❑ ❑ WIWI.FDSENG.CDM ❑ U Z o- o Z N -- J I Z N Vty (D M V.I LL --J � u O m 00A ' W c CNlS �M m Ilk i® U 6 � ,y ® PIA MC YAM C"C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: I— ZC N � W LV 0 0y1 Y C Lo c N o00 J m V) (n ♦ Model Name / Number: 1820 ♦ Plan Issue Date: Thursday, November 18, 2021 ♦ KA PROJECT NUMBER: 21-10143 Sheet: 4—Of:— ELECTRICAL PLAN P OF FIN, FLR. BEARING @ ENTRYI TOP OF BLC FlN_FLR. TOP 0 0 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING covo rn�naa i DOOR 48" OFF RIDGE VENT 33/2 SH REAR ELEVATION SCALE: 1/4" =1'-O" 48" OFF RIDGE VENT DEL 25 SH DOW C9 — DEL 25 SH TOP OF BLOCK 9 CC 0 in —FIN. FLR. 48' OFF RIDGE VENT LEFT ELEVATION D" SCALE: 1/4" =1'-O" 1�6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION I'D" SCALE: 1/4" = 1' ()" 8' X 7' 16 PANEL OVERHEAD DOOR - 4 X 12 BRACKETS—^i - _:_ FLASHING LIN 8 FALSE DECO. SHUTTERS - SEE DET. ON THIS SHEET 16' X 7' 32 PANEL OVERHEAD DOOR OF BL01 FIN. TOP OF BL FIN. FLR. , VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 net sq Inches 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 1.33 ft , S.F. of Area to be vented ((SF) sI Total needed forexhaust for upper 1/3 578 net sq inches Total needed forintake (soffitiarea, lower) :I 578 net sq inches [ Number of Off Ridge Vents for upper 1Iq needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F.provided by plan DEL 25 SH BRG. @ ENTRY TOP OF BL K HEAD GT 0 0 `oo O io N. FLR. 3068 DOOR W/ (2)1068" \--LITE TEXTURED DECORATIVE S.L. AND 16" H TRAN. ABV. CEMENTITIOUS COATING DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION " " SCALE: 1/4" ,�atee,¢aar:ag< o'fi `.O C+` l� Q.9 \ W. m v o is 0 5 g� F „ t 00 y d R6W' rAHmgs` ��L m M�. �' a t9 w¢� o- w o0c O �aaaxfi4< At 3 sale, g ar 31 m M -¢e N N' co N O av 2 Cc U J V wVNJ.FDSENSCOM ❑ ❑ 1-1 UI Z Z Z Q N '0 J O_ N Z O try � U m O w V) c i t!1 M fO U _ N E4 U o0a� p a om aM! Awl rfe Mcz NAME$ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 QULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 � PORT ST. LUCIE IVI Job Information: L� N W0 m M, ®JW:D 00 ® Model Name / Number: 1320 ® Plan Issue Date: Thursday, November 18, 2021 KA PROJECT NUMBER: 21-10143 Sheet: Of: ELEVATIONS 20'-0". MAX SEE SET. TB03� 20'-0" MAX FOR WIND SPEEDS < L55/0 MPH w ALTERNATE SPAN RATED 32/16 HEATHING MAY BE USED (32/16 i THE SPAN RATING. THE SHEATHING HICKNESS IS 16/32".) IF 16/32- IS SED, THEN THE ALTERNATE BLOCKING I NOT REQUIRED AT HiP SECTIONS_ IPEEDS 7H )VIDE 0 COMPLY :OMENDATIONS ATING OF IDGE DETAIL a 4 V o a O Q a 0 a v Q 'FY _ "X" DETAIL BRACE T601 SEE CONTINUOUS BRACING o 2 X i BOTTOM 4 MIN. SEE CHORD DETAIL T604- - "H Off FOR WIND < 155/C M G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F SHEATHING SEE"HIP/R BLOCKING" TB05 EQ. EQ. W BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) 'IT- BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. INS AREA (+) VALUE DENOTES PRESSURE [4 12) [12:12] (SQ FEET) a=4ft AREA ROOF 1 2e 2r 3 3e 3r „e „ HIP 2n -37.02 -51.08 -51.06 -51.06 10 GABLE 1 -37.00 •37.00 1 -58.99 1 -58.99 1 58.99 1 76.03 1 ROOF NAILING SCHEDULE/ NAILING ZONES(B8ING E AND TILE): r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ® , ZONE 3, 3e, 3r ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q 1Q SHINGLE: tl�i32 EXP. 1 (492o) TII F. 'an" EXP. 1 ('220) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 287 x 0.113") NAILS ® 3r Q 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN J532 SHEATHING SHALL BE FASTENED II,�e II4 WITH ASTM F1667 RSRS-03 1 Od (21/V x 0.131") NAILS OR ASTM F1667 RSRS-04 IT' x .120") NAILS ,lft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-112:12] @ 16" O.0 FIRST BAYS WITH (2) 12d NAILS EA. END, ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER MAULING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUDAND OR BLOCKING AT ALL EDGES. AMINIMUM IF" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le. (A) NAILAT BASE 2 ROWS@4"O.C. w/Bd COMMON NAIL O NAIL AT TOP PLATE TWO ROWS@ 4" O.C. WI SO COMMON NAIL. © MAIL OPENING PERIMETER w/(2)ROWS @4"O.C_ wl SO COMMON NAIL O NAIL INTERIOR AT B"D.C. W/Bd COMMON NAIL. OE STAGGER ALL VERTICAL JOINTS 8 NAIL@4"O.C. wl 8d COMMON NAIL, O PLYWOOD SPLICES@HEADER -NAIL SHEATHING TO HEADER WI 9d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. O FLOOR SHEATHING VVPLYWOOD DECKING GLUED AN NAILED W/Bd COMMON NAILS AT W O.C. AT EDGES OVERDRIVE NAILB: FASTNERS SHALL NOT PENETRATE SURFACE MORE THEN 118". 15/32" OSB EXPOSURE SHEATHIN( PROVIDE BLOC AS REQU IRED SECTION X-X IF FULL HEIGHT Is NOTE', Bid NAILS FOR WALL SHEATHING MUST BE MINA 31"X 2112". DO NOT OVERDRIVE MAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN I," (Z- ZxTOP PLATE BEYOND /---16/32"OSB EXPOSURE / SHEATHING jl II II II II 1 SOLID 2x BLOCKING r DALL SHEATHING =w III III III II II iGES t N II U 1 11 I B) SECTION X-X) III III III I III II II II I II 1 (SEE p C 1 III III li D it III I tiz BI III III OPENING II II III II II II L___IL--- II I _ I L_ ___A _ ___ ___AF ___ 4 Z III III III II II II W = III III C 111 x III 1 II II I II II g III IIL__ JL_-- L- -JL_-- a 'lll m III x II It E II I II I III 11I II II II II 2x STUDS BEYOND. � p NDw -- ----- - II IIII IIII IIII I I I II IIII II II 11 d, SEE PLAN x IIII I I I II IIII II II 11 1 N IIII IIII I I II IIII II II IIII II II II II II II II I I I 11 I � �- III IIII IIi i I I II IIII I I II IIII I I I II 1111 II II II II II I II I IIi _W I I I II IIII LL _LL 1 II II u y L -_II I Y 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 318" zt. o I. SINGLE NAIL EDGE SPACING "S""NJ SPACIN 1/2" DOUBLE NAIL EDGE SPACING m o OJ LL `2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 42 SPF TURNED VERTICAL IN/7116' FLITCH PLATE TO W/ (2) 12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL W/ (4) SO NAILS SECTION X-X NAILS (a 3" O.C. TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV D TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES :POINT UPLIFT DESIGN RATING :.C1 C5,C1V-CSV,rD01S-D03S,El, E7, L/R -589#or less HETA16/PER TRUSS MFR 1510# (9)10dx11/2' I E7V, E7VP'H1 H7 H7V E1, HS L/ R - 330 # or less H10A/ PER TRUSS MFR 1040# (18) 10d x 1-1/2' (9) 10d x 1.1/2" ' AO1 - A06, A09, A10S, K02 - K03: L / R - 812 # or less '. HETA16 / HETA16 1810# / 1810# - 9 10d x 1-1/2' B0185 L/R -1220#or-less HT520/PER TRUSS MFR 1310# (24)10dx1-1/2'.' K01 L/R -1908 #or Jess (2)HETA16 I(2)HETA16 ;, 2365#/2365# - (12)16d 12 16d (9)10dx 1' A11S, A24S L/MI/R -1001#or less HETA16 / HTS20 / PER TRUSS MFR 1810#/1310# 24Rod X 1-12-1lz' ,B01AS, B01S, 811S L/M/R -689#or less HSOA/HETA16/PER TRUSS MFR 1040#/1810# (18)10dx11/2" 9 10d x 1-1/2' (9) 16dx 1-1/2' HETA16/(2)MTS12If[2)MTS12/ 1810#/1980#/- (28)10dx1-1/2' A07 L/M/M/R. -703#or less HETA 16 1980#/1810# (28)10dx11/2".- 9 10d x 1-1/2" - (10) lod x 1-1/2' "... (2)HETA16 / (2)HTS20 / (2)HTS20 / 1920# / 2620#/ (48) 10d x 1-1/2' A08 L/ M:/ M / R -1849 # or less (2)HETA16 2620#1 1920# -. (48)10d x 1 1/2' ' 10 1od x 1 1/2" TRUSS MANUFACTURER: „PRQBU LDLD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: -: 6/8121 t L = LEFT, R = RI GHT & M =M I DOLE BEARI NGS. BEARI NG LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MNRK TYPE CON NE MR 5 FASTENERS SPF RYP CONNECTOP tlFAR'ENERS SPF SYP OFRAME TO HETA16w1(9)iNA t t/2"w HTAIRw/(10)10tlx 11Q"OR MASONRY HETPZO"d (9)10dx1111„ 1810 HTA2U w/(1O]1O4x 1 In. i5B5 18J0 © FRAME TO H2.SAW/(1U)BR NAILS FISH, 965 RT7Awl(10)Rd NAILS 516 1 So FQ[,MF O FRAME TO MIJ11wR14)1WxI1TCIATEXERIOR No 990 MI2NN(14rMxl 1TIATEXTERIOR RNLOCATION 1005 1195 FRAME LOCATION INCLJDE 13112d TOENAILS) INCLUDE (3) 121 TOENAILS) QFRAME TO MGTWHaTIMNNLSMORM' KTA.w112" MWT15wl(26)1DINAILSANDSIB" A.T.RW MASONRY 3330 3995 1 TEMSEDNENT.sivPBON'SET'EFO%Y M30 "M FRAME TO HTS20 w#(24)1Utl x 11/4"(AT EMEROR HTWtU PIW)l ON x 11/T(AT EXTERIOR O FRAME LOCATION INCLUDE( ;2tl TO[NA�LS 1125 1310 LOCATION INCLUDE (3p2d TOENAILS 12M 1530 FRAME TO (2)HT620 WI(40)1 Odxi LT (AT EXTERIOR (2) H7W2DWI(48)TNX 112"IAT EXTERIOR FRAME LOCATION INCLUDE( 12d TOENAILS 225U 26;0 LOCATION INCLUDE HO12d TOENAILS IEA) 2570 3060 TO R. HOT-2"EMB MIGT2 w/(18pOd NAIL8AND (2)5/8"AT.R. OFRAME MASONRY DMEWSANMPSON,-SET W12"EMBEDNFOT:, BIMP6DN°SET' EPDXY (SCATS POR&PL'r 1069D wi 12"FMREDMENT wFOR3.0Y) EPDXY(HLKNTS FOR 3-FLY) 1020 9780 OFRAMETO TOTRw1N8)1/4"x3"90&WOOD SCREWS RFUSwr2)WS3WOODSCREWSNND ]Y00 MASONRY ANOR)12'x8"TITENHj ANCHORBOt T5 0400 4725 (4)WV,, "WEDGE -BOLT wl(16)-W SIHKEHSFN O(1>LGT2 J1 FIUME TD &(7)1W 2-19°7I72 1750 M30 MASONRY 9EENOTe"BEL0 FRAME TO G) LOT2 w/(XN 16d SINKERS &(14`, (3) LUGT2 W D2)16d SINKERS B (1% J2 MASONRY/ IH"x11WTITENRPLY TRUSS) 3spDM 406OFM 1l4'x3"NIEDGEBOLT(2 FLV TRUSS) 3100.1%d 31 W-M FRAME ORQB)1NSINIIER9RORFNAME(EA) 3N0.F 37MF ORC2116d SINKERS FOR FRAME(EA) MOO 4520-F J3 FRAME TO MASONRY/ (2)LGT'J W/(24)V4'xA"STIB SCREWS 81&I yB'a5''iITEN (E R.YTRJBS) 4J30.M 6670-M0901 (2) 1 UG73 wl(24) VP+2112' WS25 SCREWS 4(4)&4x&"WE(2 PLY TRUSS) 648O.M 7050-M 5010.E 9AOf 0480 P 7710-F FRAME OR (5211N SINI(ERS P4IR FRNNE (EA) OR(58)iN SINKERS FOR PRIME (EA) (� SEAMTO I HUI1OOP7HUC41Uw('M19d&(10)1N G42A80 HD4100PTHD4IOFIv(2O)lSd8(1Q)1Od G`*Mc HU4INVPTHUl414W/(13)TITEN GB4500 HDOOOPTH041011`w(20)104"x3" COMB OBEAMTO MASONRY 1/4"x23'4"&(10 ;N NMLS WAX I WEDGE.SOLT&(10) 1N NAILS U#650 OMASONRY/ BII HU40 OPT HUC48 wl HIT- W NAILS S (12)1/4'x23WTRENITOMABJ G41x0 Low GNMQC Jp1195 HD46OPTHUOWlC)IWWISB (12)ti4'x23/4'TAPCON3 (TO MABJ C#1025 UMI03U GB201. UN SO FRAME OR (12) IW & (6) I0d (FOR FRAME) SYPZ SYP-M OR 02)18d & (8) IM (FOR FRAME) SYP.F SYPA FRAME TO (2) HETA18 OPT G) HETA20 1920 1920 (2) HTA19OFT (2) HTA90 1870 O 1-PLYWOH 10dx 11/2'OR 1-PLY wI (101'Nnt IT OR MASONRY 2-Pt w/O7)1N 29% 23� 2-PLY w/O2)10d 2430 HTSM18 w/(8n0d NAILS AND (4) 114k2 Ve 955 1110 HTWM 16 W(8)1 SO NAILS AND (4) iiPxl 314" 1145 1225 TO TAK048 WFOGF.DIT OFRAME N MASONRY OR HTSM20 WITO)1N NAILSAPD(4) 1/4'Y2''M' 955 1110 OR HTNM20w1 F ON Bit NAILSAND(4)'J4W 39" TAPOONS WEDGE -BOLT 1145 1225 OFRAME TO MOS wl(8) 8dxl 10 NAILSAW(2) 3,B'W 910 MASONRY TITAN MID]BD DMZWCB)1l4"x111TSDSWI00D DT9-TZW(8)iM"x111P'WSI5WOOD OWAPD( FRAME IO SCRESZMAXEPDXIEDwl R, IBM 2445 SCREWSAND(1)12' BAX.R, RPUAEDwf 1510 1us MASONRY 91MPSON"9ET'BEE NOTE") SIMPSON "SET"(SEE NOTE A4 FRAME TO HTT91W(26) 16d IQ UT NAILS AND (1) SRI"9 HTT45 W(20) 16d x211T NAGS AND II) O MASONRY AIR. EPDXIED SIMPSON SET 4375 6090 M8-BATA EPDXIEDW/SIMPSONMET' 6005 SEE NOTE "BELOW) (SEE NOTE#4 SELOWI FRAMETO FIT" (18)IOd# 1(C NAILS AND (t) UIP B HTT45 w/ R M 18d Td 112" NAILS AND (1) O MASCNRY AT.R EPCIX1EDwl SIhPSON'SEY M40 4 ffl W 0 A TR. EPDXISO W 811N"SET- - 4160 SEE NOTE"BELOW) (SEE DTE"BELOV!) O FRAME TO H1OSwl(24)IOdx11/7NAILS 785 910 LUGTIN(23)MIII 1/TNAILS S75 INS FRAME WGICTwI(4)114k111FWSWOGD R71Wwi(B)IWx1112"NNL6& OFRAMETO MASONRY SCREWS& IN)114'k$ IW TAPCON9 )6D ]w (4)1/4"x 1IB4"TAPCON9 13A5 13B5 TO WT IV(16)1/4'xY SIDS WOOD SCREWS& VOFRAME MASONRY (1) 5187 A.T.R. EPDXIED W SMPSOW$ET" 3555 4NO wI IT MIN. EMBEDMENT (2)VGTWZI32)1X TSOS WOOD SCREWS O FRAME TO &(2) TWO A.TA EPDXED w/SIMPSON 5170 7185 MASONRY "SeT W 1T MIN. EMBEDMENT FRAME TO VGT W (18)114'x3" SOS WOOD SCREWS IF VU(iTi1 w/(22) 1W NAILS HTT45 wl (18) O FRAME HDU4.SOS26 w/(10)'Ax la'SM WOOD 32&6 4&06 1Od NAILS 4(1) S8' O A.T.R. 4100 SCREWS &(;) W O ATA. (2) HTT5 wl(R) I N'y2112" NAILS& (2)Ants w/(52) 18dW 1 IT NAILS OFRAMETO FRAME (1) MB'B A.T.R. i%E NOTE N4) 437E BWO &(1)MB"B AT.R.(SEE NOTE N4) - 6095 1. CONNECT ALL FLUOR THUSSES TO INTEHOR BEARING WOOD WALLS I BEAMS./(2) 12U TOENAILS. 2. AU- TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER ONO ON PLAN. 3. GC. MAY USE EITHER SIMPSON OR USP4,ONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT, 4. FOR SINGLE PLY I MOSSE3,$CAD ON FUL: HEIGHT SYP 412"xP lO I RJSS VERTICAL WEB w/(2) ROWS OF IN NAI La G 3- O.C. STAGGERED S. 12"MINATR S. SM CAB TRUSS CHORD W PIP r1 SYP 1(MATTCHMGHO DLUMBER SIZE) wi(2) ROWS 10d C 4' FROM ENO& 4- O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. V MINMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTION FOR ALLROOFIFLOORTRLISSESTOMASONRYWALLILIWEW ICFWALLS UNOONPLAN 2. CONNECTION AT24"OR 3TO.C. PENDING VERTICALS FOR ALL FLOORTRUSSES PARALLEL TO MASONRY WAI-I S SEE OBTAIN . F10121M.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(WRNBN JACK) TO MASONRY WALLS'ICF WALLBAINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 3T 0.0 MAX. W(2) AT EACH CORNER. CC. TO VERIFY LOCATION COMB NOT CONFLICT w 31(IF APPLICABLE) LAYOUT 5. C"WC I ALL FLOOR THUSSES IO IN I6MW HEARING WOOD WALUBEAMS.1(2) l2d IONA1L3 OB MINIMAL CONNECTOR ONO ON FRAMING PLAN 1.. CONNECTION FOR JACKTRUSS TOWO LL WArxt BEAIA \e)MINMALCUNNECTORUNOONFRAMINUPLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH1 SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" D.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) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BYTHE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST - D _ (METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL SECTION - - - -ALUM FASCIA 2x2 #2 P.T. MIN. FASTENED - 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD OF EVERY OTHER TRUSS W/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING W/ (2) 12d NAILS _ CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFT MATERIAL SPAN CAPACMES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING USiTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED @ 24' O.C. FASTEN TO CIVIL) W/ 3/16"x3" TITEN 2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.30q WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C. IF WOOD WALL, FASTEN W/ 0.4yg"x3d4- @ 16-O.C. 3. (F) CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APP. VAL FOR INSTALLAION DETAILS (*") ALUMINUM SOFFITS > V-4" 13LOCKING REQUIRED. (* **) VINYL SOFFITS > V-O" SHALL HAVE FOR SOFFITS < 1'-4" MID BL CKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL 8OFFIT SUPPORT DETAIL 3/4"=1'-0" v b (O - O € g 0 N w w Oj �;tyyF.D VXffiS " TN $� ii �iJt tF w9�Tw° LI p . LL J LL c.p a� �6�o N O ILI w N g 8' Brc°m O g ZLi Z � Y w 4Zn ONES W 8 m Go gad ESL),: 2o,i M d a d 3g 2 �� 0 e a WAWV.FDSENG.COM z 8 IN Z < e J � N z ^ Iw�•,l M (TS � 2IS I I 0 w a c H-- `m � 11 J W (% _N 00 N Imo% ® r- m m flill2h: . U 00 C ( 4 �I�BII� < N o ep Q!n& _. Ji RAMC LJ^M CC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job information: Z U7U0 W Q o W v +m i C (D M O Ur')ci I_-Y<0 mto (1)z a GO J m vJ 0 VI Model Name / Number: 1820 VT -plan Issue Date: Thursday, November 18, 2021 KA PROJECT NUMBER: 21-10143 Sheet: 6 Of: ROOF PLAN D LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB 1 l MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. MS03 TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. _SIMPSON SPA WAS) - 100 X 11/2 SP6 OR SP8 FOR 2x6 AND 2%8 WALLS #5 REINF. BAR q �6. #5 STD. 90° HOOK SCALER"-1'-O" 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3ODG P.S.I. CONC. W/1 #5 REBAR VERT, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 2"x#2 SYP/SPF P.T. W/ (3) 1/2" X 8" '7" COLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIVDNI NAILS F- 2x BASE PLATE SEE PLAN FOR MORE INFO 20" MIN. LAP 43 OR 44 REINFORCING BAR #B R #4 1 As BPI ICE 25" MIN. LAP #� 5 REINFORCING BAR #R I AP BPI ICF 36" MIN LAP #6 REINFOROINO BAR 95 LAP SPLICE N T.S. I MS051 REBAR SPLICE DETAIL - GRADE 40 1 NT,& ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2%" 12" O.C. 1 2x6 1/4"X2s6" 12.00- 2 2 x 8 1/4" X 2AA" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST_ __--- _ .LINTEL (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT2 NAILER TO MASONRY w a > IF DOUBLE 2X NAILER 15 USED, USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2x BUCK DETAIL N.T.S. LINTEL CHART wJ GRAVITY & UPLIFT LOADS FOR: 1820 D STANDARD LINTELS-, LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (#PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 172 405 92 8F16 - 1B / 1T (min.) 2 71-611 2661 171 1624 89 8F16-1B/,1T 3 41-611 6113 133 2707 81 8F16 - 1B / 1T 4 141-011 1002 168 560 154 8F16 - 1B / 1T 5 31-6" 6113 770 3524 399 8F16 - OB / 1T' 6 7'-611 2661 770 1624 399 8F16 - 1B / 1T 7 41-6" 6113 770 2707 399 8F16 - 1B / 1T 8 91-411 1843 172 1136 92 8F16 - 1B / 1T (min.) O C) O O O 4 R{b4Q 4„La rcw. ro Reap I-19'CL'v4R GN.LL 6RWT x ,8 9 ReeaR ar omran - O pF LIM4 GGV T' MR°M RMNNGRGIV6 ivaRm, vorerv4l w9TH e' TTF'E DESIGNATION r -T:'Lm WITH ARWT 11. JNWLLB' 4 I CYNlT' LF "B HG0 48 4T 60'TON OF LWFL CAVnv SFI&-1B/IT N°NN4L DdT j Laumt we NO."H a. J ..0 aT 1p MATERIALS 1. f'o precast Uniel; = 3500 Pat, 2. f'q prestressed lintels=60M pal. 3. f'o grout = 3000 psi W/ maximum 3/8" aggregate. 4. Concrete masonry ends (CMU) per ASTM C90 w/ mllNmum net area compressive ovegm - 1900 pal. 5. Real provides In precast lintel per ASTM A615 GR60. 6. Flotations, per ASTM A515 GR40 or GR60. PBatressing stand per ASTM A416 grade 2Y0 1. re1 0 o9on. 7. 7/37 wire per ASTM A610, S. Mortar per ASTM 0770 type M or S. GENERAL NOTES 1. Provide full matuar head and bed!oints. 2. Shore filled crisis as dequirec. 3. Intesparilan of Itcl must comply wan tie archRcetural and/or structural drawing.. 4. UdW. are manufactured wish &1/2" long notches at the ends to accommodate vertical call reinforcing and grouting. 5. All Ilmels meet or exceed L/360 vert'ael defected. exceptlintels 1T V'aid larger with a nominal height of 8' meet or exceca L/180. 6. Bottom field added ,star, to be located at the bottom of the lintel cavity. 7. 7i aT dlatnamr wire strups are welded to the bottom steel Tor thochenbal anchorage. 8. COM in -place concrete my be provided in composite lintel In lieu of concrete masonry tried. 9. Send bad ratings mood an rational dosign analysis per ACI 318 And ACI b30 10. Lintel min. depdts are called out on lir tal plan. It contactor installs a deeper Ilftel than Indicated on the plan, doing this increases the strength of the Ilmel and Is approved without engineering latter. if a smaller lintel inInstalled contact FOR for approval. SAFE LOAD TABLE NOTES 1. All vebes based do m nimum 4" hearing. Eseertion: Safe Ideas for unfilled hotels must be reduced by 20% t bearing length is less Dian 61/2". Sale leads for all recessed lintels based or, B° nominal pending. 2. N H. - Not Rated. 3. %is loads are total superimposed allowable land on the section specified. 4. Sale loads based on grade 40 a grade 60 field boner. 5. ABtllUenal lateral lead capacity can on, attained by the desgner by toWidirrg addlonel reinforced masonry above the precast lintel. 6. Ore 07 rebor may be subsntutod for two #5 rebars In 8" lintels only. 7. The designer may evaluate concentrated loads from the sees load tables by cgicularag the maximum reSISUrg moment and shear at daway from qua face of support & For composite Intel heights not shown, use safe load from next lower ionift 9. All safe Iodate in units of pounds per linear not. PRECAST "U" LINTEL W/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP DF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R 10" STD. 90 HOOK ANCHORS i� 41 ii HOOK (TYP.)rBl >'. P r. 7 9, °T all �.• p 8 EGREE REBAR ON BOTH SIDES00 P.S.I.OF OPENING U.N.O.1 #5 DW.PROVIDE F�ANGLE3 KNOCK -OUT BLOCK FORFIRSTv' COMPLETE CMU COURSE ' BELOW SILL&FILL SOLIDW/ (1) #S BAR FOR ALL - WINDOW OPENINGS 6'"6AND LARGEI'm - O. FOUNDATION PLAN LOCATIONS -T MS011 BLOCK WALL Rf INFORCEMENT SEE FOUNDATION PLAN TYP. BOND BEAM 8"xS'x16"K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WfTH 1 #5 BAR MIN. TYP. DOWEL 25' MIN, LAP (ACI 590) e;f1`n 0 0 �I v xF f w� 4 O Z N L s I-- 2%2 � W n aN-I WAt gg�5�g �Y m � ti w m r Era, 3o ba JJ le LL .575 or M In ry g F, do�I ?2 L�mg 2 a a ¢ 0 3 Z Y 0 3 t� ,.r,! WrR�mm ¢ O J ma v 2�� 2 0 a K to 0 g�Eli 5e -aa U FB WWtFDSENG.COM LID Z - o O o Z � J N Z en r C4 N o •O W 0 (yQUID. F J H- poopp v = 5 ap 0r ® r%AMC YAM W11% FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: L� Ln W N O l 00 O3 G � m N m � 'a OJL1JD o JmU)(1)000_ Tj Model Name / Number: 1820 Vr Plan Issue Date: Thursday, November 18, 2021 YJ KA PROJECT NUMBER: 21-10143 Sheet: A SIM Of ALL ELEVATIONS LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/(2)'/,"x5" 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 ,'•` L' 3 TRACK TO JAMB. „ � J (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL n MIN. 5 PER JAMB. VERTICAL o SECTIONAL " OVERHEAD DOOR Cu"' I P.T. #2 WOOD III TRIM SYP 2" X 6" a. a • •.• •. •�• •�• :�,.• v.:•s d 74" P.T. WOOD JAMB nL cf 4 •"• • L11ul DOOR AND CONNECTION PER GARAGE SLAB GARAGE DOOR MANUFACTURER ti> s - E TYP. GARAGE DOOR o TRACK MOUNTING DETAIL o NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE f� MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CCID21 JEWRY CMU COLUMN/BEAM N.T.S. p N fp ,n PR A dq ro LL re � 2 2 LL SPF S4 0 �.i pC°, � �Dy �g�g�L'� W'3NFC W d Qtia-N 41 y M n. 30 BLOWN -IN R-30 INSULATION PER FBC m 5 ¢ p a; 2 s or ERGY FORM ED WITH W fl$ ° 8 3 PERMIiAND APPLICATIONUP PROVIDE BAFFLES T m O BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) 12 FBC AND ENERGY FORM SUBMITTEDlawk WITH PERMIT APPLICATION 12 TILE ROO PER ELEVATION) a, °� Z < oU SEE PLAN ((F i PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT V S v y SEE PLAN (FOR VENTED ATTICS) PER FBCR 91 OVER APA W .FDSMGMM ❑ ❑ ❑ FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD TRUSSES @ 24' O.C. ROOF SHEATHING - SEE SCHEDULE- [R5H] - ON FRAMING SHT. FOR $HT'G & FASTENERS. + C9 (l1,'R/l� Z , OVER APPOVED UNDERLAYMFNT g PER FBCR 905.1.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE \ TRUSS ANCHOR (SEE PLAN) ZQ L PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR , : - - SEE PLAN FOR :5SHT'G TRUSSES @ 24" O.C. a. FASTENERS.- — - _ - HT. J m i� if 5/8" OR 1/2" DRYWALL ERG. e- r - ` 4 TRUSS ANCHOR (SEE PLAN) HIGH STRENGTH CLG BOARD • ° ETAL DRIP EDGE Z a ' ' r `• r 1 TO BE INSTALLED ON OUTSIDE FELT PAPER OR (TYP.) FRAME FOR BUILT-UP m Ed - — FACE TRUSS PLATE SEE ARCH. FIT. SE A CORNERS min (3) 2x4 OR v u 3/4" P.T. NAILER •� SOFFIT. S 4X4 w/ 2X4 POST UNDER EA DRYWALL 5/8" OR 1/2"STRENGTH HIGH STRENGTH MG tMETAL DRIP EDGE 1/21 DRYWALL I , r n PLANS ax&x16K.o. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. „ NAILED 8dNAILS@6" KEEP IN 3/4 FOR SHEATHING / U — C� c g BOARD ALL 2X SUBFASCIA // CURTAIN NAILER 1 x 4 P.T. @WINDOW$ n '' Q.H. n LINTEL BLOCK W/ (1) #5 DIA. REBAR AND LATH WITH FINISH O.C. C TYP.)ALLSIDES / 8 m ` 'fi'i) TO TOP PLATE WLTH (4) SOFFIT. SEE ARCH. 1 x 8 P.T. @ S.G.D. n SEE ELEV. 3000 PSI CONCRETE i ( oy. (TYP.) FRAME FOR COR- o NERS FOR NON LOAD — U @ E .., 16dTOENAILS _ PLANS PRECAST 1 BEARING SIDES NAILED _ 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE u y / �b' ° b' ° b°d w/ 16d NAILS @ 8" O.C. U w V0 a v u Q N o by Q M '. b b., S O.H. 15/32" OSB EXPOSURE 1 DN 1/2" x 8" J-BOLTS i TYP.)4 COURSE HIGH A.F.F. ( DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. EXT, WALL W/ ALL EDGES BLOCKED. SEE TB13 FOR NAIL ATTACHMENT. (1) CENTERED EA. SIDE w/2" WASHERS i CMU BASE FILLED w/ CONC _ ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4' % w/ (4) VERTICAL RENF w/ (�.) PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 4A" MAX. SILL HGT. ON I n FILL ALL -(1) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAIL$ AT 8" O.C. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI PLAN Al -Al OF COLUMN 3000 GULFBREEZE PARKWAY n CONC. ALL LOCATIONS GULFBREEZE, FLORIDA 32563 ON FODUNDATION VINYL FRAMED WINDOW w/ SCREEN « & FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN u PO T S LOCATION OF OPENINGS IN N SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO w/11.10d TO BEAM — FOR BEAM SPEC. OPENINGS ARE INDICATED, FULL & TO FRAME BELOW ♦ Job Information: STUDS ARE REQUIRED). 1 J NOTE: 44" MAX. SILL HGT. ON r ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL n W/SCREEN CEMENTITIOUS DECORATIVE PER SPECS „ PRECAST CONC SILL ct FINISH 7/8" THICK PER ASTM u , C-926.98A H PAPER BACKED FOIL R-4.1 u 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL u MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM P EXTERIOR FINISH - 1/2" DRYWALL ON SHEET6 SUBMITTED WITH PERMIT r (SEE ELEVATIONS) o FOR NAILING INFORMATION FOR APPLICATION > O Q 0) R-13 INSULATION AT EXTERIOR W000 FRAME WALL PER FBC WALL SHEATHING. P.T. ZX #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. FTG. DOWEL #5 DIA. REBAR IT'IN CONCRETE -BO EXTEND ABOVE ' r SIMPSON HETA20 W 0 y c c'0 R � � AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 9" TCTEN BASE NAILER (ACI530) Al Al BUILT-UP CORNER MIN (3) 2x4 LO 3 WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" o.c. WOOD BASE SLAB. ALL Lou{noNs SHOWN w/10-10d TO COLUMN OR 4X4 POST w/ 2X4 UNDER li " MIN. 6" FROM END - SEE WS07 ON FOUNDATION PLAN POST ' WOOD BASE �� FOR TERMITE SHIELD ' SEE FOUNDATION PLAN FOR -� , EACH END OF BEAM Lo SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION — - TOP OF SLAB NOTE: � � 2 X 4 P T PLATE BOTTOM STRAPS MUST t � 0 VI Model Name / Number: =' = *, — "• — " — + T " — " —�,' INSTALLED ON INSIDE OFF . `- GRADE co I GRADE COLUMN. DO NOT BEND STRAPS UNDER PLATE. c rie bC�r �'-'?�v b 1820 = r n PLACE STRAPS IN FILL ♦ Plan Issue Date: CLEAN' i ti ' I!� o SEE PLAN FOR - fy CELLS w/#5 REBAR (TYP.)4 COURSE HIGH CMU BASE 2021 COMPACTED COMPACTED i �` RE i �' -BAR QUANTITIES `I, ,,. , FILLED w/ CONC -SEE PLAN FOR " -,12 + •. �' i ��„ •+ ... • SIZE. TOP OF COLUMN BASE - Thursday, November 18, ® KA PROJECT NUMBER: 2'-0" AFF 16" SEE LTQUNDAT[QN PLAN FTG REQUIREMENTS SEE PLAN SEE FOUNDATION 2140143 FOR PLAN NdTE: DETAIL CD21 /. S-2 MAY BE SUBSITUTED FOR. THIS Sheet: p Of: DETAIL - UNLESS NOTED OTHERWISE S0 W1 TYPICAL WALL SECTION - 8" CMU 3/4"=l'-o^ CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.Ts. WS02 TYPICAL WALL SECTION EXTERIOR FRAME TYPICAL FRAMING DETAILS ro m 1^ Lw• 1/i+ Q u u (2) 2 x 4 LAMINATIONS W/(7) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED ISO COMMON WIRE NAILS (D = 0.148", lr 3") OR EQUAL COMMON WIRE NAILS (ONE N 80 EACHOUTSIDE FACE) COMMON WIRE NAILS E FACE) (ONE g"D=O L3 R/2') OR EQUAL (D = O6ZL= 31/2IOR EQUAL 110ENT NAILS ARE OMEN FROM 3) FOR 4 PLY. PROVIDE 1/4"DIA. x 51/2' LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PLTNE IRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 16.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADOTIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR ti.•, SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) 0 F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED nTM OInC IAITn nkAlt AT JACK TO HEADER, NO BASE EDGE VIEW /16" O.S.B. A. SIDE X BLK'G. 0 O.S.B. 1/2-8d A. END PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS 0"C. TOP PLATE (SOLID BLOCK w/ 2x6) 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 WZ 8d 2 1 2" x 0.131 NAILS (Sim. w/ 2x6 * 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. 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 Sd 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 ' STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ' I I ATTACHED PER NAILING SCHEDULE T813 ON SHEET STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) I ' 2 X 4 P.T. ' STUD TO BOT PLATE: SIMPSON SP4 I LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE WF21 I KNEEWALL @ ENTRY FRONT WALL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL L L l aN 4'A4 12d NAILS @ 3" O.C. WOOD BEAM SEE SIMPSON HUC410 OR (2) PLAN FOR SIZE �� HUC210 II TO BUILT-UP COLUMN �Y I SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d I I. NAILS @ 8" O.0 EACH PLY ' ' ' ^ (SHOWN AS 4 x 4) III a (2) SIMPSON HETA20's ' w/(12)-16d EA. TO COL, �'i� ALT: (2) MSTAM36 STRAPS /BOTTOM SPLICE TYPICAL BLOCK '=�„ CENTERED W/ (13)-10d NAILS / OVER STUD WALL �; Ea TO COL. TIE BEAM WF17 I TOP PLATE SPLICE DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1) (2) 1) 2) >4' BUT <9' (2) (3) (2) (2) 10'-U" - 16' 3 4 3 4 CONNECTOR REQUIRED INSULATION AT EXTERIOR a SP4 AT (3) 16d SEE PLAN COMMON 2X CRIPPLES @ 16" O.C. WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 24" G•� FOR WLL NAILS(TYP)� HGT. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM CMU- Iu TIfY—Sfe.lY. HEADER PER LOCATION--*, 40 IT o / �,i, r�/i�7G�/ G 1 n/ .-N•R���ll� 111 2x W/ (2) 16d TOENAILS EACH END TYP. E30X HEADER—j EACH END • 11 G. WINDOW OR DOOR OPN'G WF39 I TRANSOM DETAIL AT ENTRY i-CMU * 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) 1STA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HT74 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 WF09 I WALL HEADER DETAIL N.T.S. CD04 BEAM @ RAISED ENTRY MASONRY WALL _„ m Z9 o E�w�€ In 00 r i Ijj N oN] O rE pW, 0_ y3�, g 'LLLma 'S�4'. fi a i8n�' .4� bJN�m ; N m R J Q m 4 OL 1— ��8 B o" Ln p () A"St r P W rJ ? `n F°-S 'a wWW.FDSENG CON El ❑ ❑ U Q z — z o o "B z Q N a — Z I I>7 N t/T UI m QJ — p IO I 0 cn Ln I— 3 1 U — CIA E 0> c Q � s C4o et;m Aff/A\nAm#m we%mwcz FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job information: i • C a) Lf O W 4 OT m ° / � � m EL ® J Lir o DO L_ J m C) U) Model Name / Number: 1820 TT Plan Issue Date: Thursday, November 16, 2021 Tj KA PROJECT NUMBER: 21-10143 Sheet: /I� S w{ Of: TYPICAL WALL DETAILS ' TO BE LESS THAN i OR EQUAL TO 45°- i J MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) (3) 12d PER JOINT BOTTOM CHORD BRACING 2"x4" MIN. F11301 TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD XA TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D ACK TO PREVENT SHEATHING CK SPAN FROM EXCEEDING HIP MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) ROOF (2) 12D NAILS SHEATHING AT 12" O.C. MAX SEE PLAN 2X4 BLOCKING BETWEEN TRUSSES ALTERNATE TO BLOCKING STRUCTURAL SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. —7 HIP TRUSS SECT, A -A TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. *DIAGONAL SPACED AT 20'-0' O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING i CONTINUOUS LATERAL BRACING- .- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB CB02 TYPICAL CROSS BRACING DETAIL N.r.s. PRE-ENGINEERED WOOD TRUSSES - MINIMUM (3) 12d PER JOINT * SPACED AT 10'-0" MAX MINIMUM 2"x4" SPF OR SYP TRUSS BRACING 1`11304 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 QRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE RDOFSHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OFSHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO B SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREATHEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIn ED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VERTICAL SCAB 2X6 #. W/ (4) 12d TOP & BOT OR HCLR/LL IN PLACE REQUIRED @ RAFTERS R 2X4 BLOCKING BETWEEN —\ TRUSSES W/ (2) 12d NAILS Qo EACH END, CONT. EACH BAY ALTERNATING BLOCWNG C_ � STRUCTURAL SHEATHING — SEE PLAN FOR CONNECTION — B 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS @ EACH END WALL BELOW (SEE PLANS FOR TYPE) TYP. WOOD TRUSS BLOT -KING @ RAISED HEEL DETAIL SEE SEE PIANO OUBLE TOP PLATE 2x STUD WALL SEE PLAN CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. (4)12d WHEN IT LANDS NEXT TO PPE-ENG. TRUSS--? 3 TO 4 TRUSS SPACES SECTION B-B 2x8 BLINNG. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) MTS12'S 7 FREEING. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. 2x4 AS SHOWN ALTERNATE DIRECTION , NAILS TRUSS TOP PLATE VERTICAL SCAB 2X6 #2 SPF 4W O.C. W/ (4) 12d TOP & BOTTOM OR H6 OR HCLR/LL IN PLACE OF (4) 12d REQUIRED @ RAFTERS GREATER THAN 8' 0" COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPTIONAL) 2X4 SPF W/ (2) 07X31/2" WOOD SCREW EACH TRUSS OR H6 @ 48" O.C- DIAGONAL WOOD- 2x8 #2 SYP RIDGE BEAM AT 8'-0' TRUSS MAX �( 2x6 RAFTERS @ 2'-0.0.C. MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN CONIC. MASONRY 4 FT @ 2 -0" O.C. MAX W / (3) 10D STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 2X4 COM. AT BEARING SUPPORT T & B CHORD A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 'B06 BLOCKING AND CONVENT TONAL FRAME DETAILS N.T.S. 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16D NAILS EA. END. SEE [RSH) SCHEDULE FOR SHEATHING ATTACHMENTS. (MIN. FIRST 4 BAYS) \ I Sd NAILS @.4" O.0 2x4 FASTEN (1) SIMPSON HGA10 CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROM TRUSS BAYS (8'-0") NAILEDPIAGONAL BRACE TO W/ 3-12d TO CHORD (MIN BLOCK/PLATE 1ST 4 BAYS) ff�� 2x8 .T.PLATE 2x4 SYP OR SPF BLOCKING f 4 BAYS BETWEEN TRUSSES @ 4W O.C. MAX. FASTEN TO EA. TRUSS w/ 3-12d NAILS EA. END NAIL TOP OF "T" TO GABLE TRUSS w/ 2.12d AND 1 SIMPSON H8 W/ 10-10dxl 1/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"xl 1/2" SIDS WOOD SCREWS GABLE END TO TOP PLATE / BEAM FRAMED WALL OR BEAM BELOW, SEE PLAN. @ WOOD FRAMED WALL MAX 9" UNSUPPORTED IF> 9" 2X4 #2 SYP BLK'G @ 16" O.C. -IF >.9" CONT. 2X4 #2 SYP W/ (2) 10D X 0.131 @ 8" O.C. EA. SIDE WALL AND ROOF SHEATHING SEE TB13 FOR SPECIFICATIONS 2xa SYP FOR GABLES 3'-0" TO 5'41" TALL. 2x6 SYP L BRACE FOR GABLES 6'-0" AND TALLER. ATTACH L BRACE W/ 12d NAILS @ 4" O.C. GABLE TRUSS SILL PLATE w/ 10d @ 3" O.C. NAIL GABLE TRUSS )TO TOP PLATE w/ 16d NAILS @ 4" O.C. 1/2"x8"ANCHOR BOLT AT 48" O.C. MIN. KNOCKOUT COURSE MASONRY WALL ROOF SHEATHING, SEE T813 FOR ATTACHMENT OVER JACK TRUSSES, SEE PLAN. NAIL TOP OF "T" 12x4 BLOCKING w/ 2-12d TOENAILS TO GABLE TRUSS w. 2-12d AND 1-SIMPSON H8 w/ 10d x 1 1/2" NAILS @ DUTCH GABLE GE01 GABLE END BRACING N.T.S. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS— SIMPSON A34 OR (USP MP4) @ 2'-O" ON CENTER 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 2x4 SPF BRACE @ 48' O.C. - NAIL w/(4) 12d AT EACH END & ALTERNATE DIRECTION TRUSSES SEE PLAN \ A / 2X4 SPF BLOCKING Y Y BETWEEN TRUSSES \ / \ @ 24" O.C. MAX.W/ (3)12d EA. END (TYF 1/2" SPACE SEE PLAN FOR MORE SHEATHING INFORMATION 2x4 S.Y.P. @ 16" O.C. T11315 I EXTERIOR NON -BEARING WALL DETAIL N.T.S. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS (4) 12d NAILS EA. END- 2X4 SPF BLOCKING @ 48" O.C. MAX.W/ 2X4 BRACE@ 4'-0" (3) 12d END NAILS ON CENTER--►,' EACH END " S SIMPSON HMA10 1/2" GAP I �-� @ 4'-0 0 CGMAX. EXTERIOR INTERIOR —► - �B" C.M.U. SEE - PLAN FOR REINF. T614 NON -BEARING EXTERIOR CMU WALL N.T.S. r � e Jj� X r r 7t "4��Ef<n e4TTTY 62_ \ 0 e wcg W W W a 1- 8., ax m x Uy.s N "ci J J J i°mO S ri, Ltd m LL LL LL m3 rA W a Q�9�� W vj ti { a gg 9 ��LLrnS O y Np 8k N L� Q 'IM. U o < y o k s ¢ O 3 2 E8,9 CJ J fA §w rfio ElEl❑ F= � WwW.FlJBENG.COM ,2 z („J Z Y Q a H Z N N Ih w v I p C N ON VO& w C n n AM RS u J m L 00 V y� Q N O w I ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330145 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: Z C 0) U) I ' I Ln W N � 0 coco C � m � 00 m EL J W � 00 o J coUj U) ILL. Model Name / Number: 1820 Plan Issue Date: Thursday, November 18, 2021 VI KA PROJECT NUMBER: 21-10143 Sheet: ROOF FRAMING AND BRACING DETAILS 6" 6 f 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. Predriiling increases structural performance. Use only 2.1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS, SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3„ 3„ 3n 3" 3„ I I I t _ I I I f I 3„ 3„ 3„ 3„ 6' 6' 6nF.' 1. DOUBLE DOOR W/ SIDELITES 'A IE n 6' ;PACE :VENLY p" E SINGLE DOOR W/ SIDELITES v Z' p H E 6, 3„ 3" 6„ DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB i m OP z 1 I,>-ue,o° j - Ir - Ir 1 I 0 o d vl O zz_ r{ G was • 16" MIN. DIAMETER CONCRETE FOOTING SPACE EVENLY w wd-e 7" valley centerline I SHINGLE INSTALLATION GUIDE -`_`CIi1111� NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS 6 PER SHINGLE. Paa`Oedi, / `., A, 2`eP Gage 361.11 a laao 1¢o�ye 2g" i ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TFMURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER, WALL FINISH AND MINIMUM 076G ABOVE 6" %6" 4H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF SH "G ' FLASHING DETAILS 6" HGnrz. NOTE: THIS DETAIL IS REQUIRED FLASHI AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET Z KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW Al 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. "TAPCOW SCREW THRU \ THE W'DOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND 512E OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S XWOOD FA"E BY OTHERS SHEATHING BY, OTHERS AULK BETWEEN CN &SHEATHING j CAULK it BY OTHERS O.A. WINDOW' HEIGHT 11/2" Al EMBEDMENT r®"^ 1B WOOD SCREUJ EXTERIORI INTERIOR 11 All TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S IT EDGE AT rvsTN-tEo aAYMEW- THEREeHA )f CEMENT I s. WIR EV , AMIMUM Maumum FHeada and O8n11)5, Head and Sill) L. _. 6' #to-- Screws MmFin— Fm� I I Wall Framing: #2 Spruce(PinajF,, Or Beaer , 410 t1.1/2" Screw Minimum I>enetrason an,g dead 1-3/6' G �h Cross Section V new F.. Mnimum yr ' Sjhome E#erio, sheathing . * You may wish to predrill the Installation holes in the On at this call the lnW1A)Ne man fln as aremznareuawll taf Step 2 Apply a generous bead of shim eto the backs de of de mounting On. lie enough slbone to sligkimtly, fill all wids between the On and the wag sheathing. Ship 3 hsenthe wmdaw into the opening from the a bsce. The window Is labeled "inside aM "outadd', but N these hibels haw; been removed, the lazing bead should alwaysbe 0 the Inside of the building. Sep 4 Install shin under one sib, adjusdi them unW the unit s plumb m the opening. Shims should be IrWatled u�r the sill every 2 feet. The window should be basicallywatered in the with no more than 1/4'gap between the window and wall fra di . Step S Inatalla#10x 1-lYsoew 4' From the comer of the fin at each end of the head, sill and both Iambs. Step 6 Ireap the remaining fasteners ki4Y hxramems from the comer screws to the os ar of each hams member. Use me not it ouer- tphtenthe drawsaMpull them th2.0 the fin. Also, make sure the soevago in sae htaril do notmuse rename to bow. Wall hantlng should be a minimum of #2 Spnrce/Ppvlpr Fastens should be#10 screws ofsuffidet toeclaeve 1.3(8" Bon Into the wag and no is%than 12"hen gedhoming. RM r mianllHx mAwWt in each ada M ham"m aMlmu Cen"elm NumberalFastemns -2 3 4 5 t{ 7 8 9 10 11 12 13 Stop J Remove ettea 916CON our him mound the fin and for holes a YoWs. use silicone go ON en volds. Sep 8 If dashed, a foam insulation can be applied to the intetor gap between the window and well hazmng. If applied, VAYTfa/fl be fhe NON EXPANDING 2YPE FRAM. step.9 Since these windows ate typically used in rooms with high moisture, te; bathrooms, it s recommended that the haterlet gap between the window and wall homing also be wgh slllcone and tooled m as not to interfere with the installation of wagboard, ilk a aim. Sep 18 Once all construction s complete, remove the bubble wrap from the Inside and outside of the whMow. If necessary, dean the blods with a mild decedent and warm water ushe a soh cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: WIN PRESS11FtE2- SEE al�IQ�EMXP�ORSUQREr � 3- SEE ITLEABLOCK TION SH PO O 11YFORMATIOT'f. � � Building Address: Contractor: P. T L SHEETS FOR ANY STRUCTURAL INFORMATION Product Pressures Manufacture Model # Roofing: DADE gem" m a o ittal Affidavit 5$g w 10 � 00 gv EC�' o drn LL e� �.;01P �+Approval # g,07 Y"ffs300 oIKO lndustrues, Ltd CambrideAR NAIL FL30310.1 wto 1st Choice COUNTY APP, g SHINGLES W/ 12 GAUGE ROOFING EROOFING VENTS: DADEFloridaMetalCOUNTY APP. Products, Inc. ROOFING UNDERLAYMENT: 1_St ChoiceTAMKO BUILDIfPRODUCTS LLC PANEL WALLS: THE TAPCO GROUP Overhead Garage Doors: Attachment NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING G is _ w e 91 2 a o � W C.> J uJ Www'FDSENGCOM KITH AND 4" O.C. TYPICAL MAX ZIP 1st Choice +30.0/-30.0 CLOPAY 53W5 16x7 and Choice +30.0/32.0 CLOPAY 8w7 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE FIBERGLASS DOOR LITE SERIES +67.0/-67.0 THERMA TRU-CORP. SOLID FIBERGLASa DOOR -FIBERGLASS DR 2nd Choice PLAST PROSERIES ALL ONE Sidelights PLAT RORU Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD Alum. reinforced n Choice MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced Windows: 1st Choice +40/-50 MI WINDOWS Sn4eHuRIE3 �; In +40 -50 / MI WINDOWS 35005ERIES Single Hung (flange) +50.0/-50.0 Mi WINDOWS 3540 SERIES Single Hung (fln) MI WINDOWS 3500 SERIES single Mullions: Fixed Glass: 1st Choice 1 +50.0/-50.0 IMI WINDOWS I MI 3540 d co — w Z N INSTALL PER MANUFACTURE INSTRUCTIONS FL20403.4 ►�tIL//{��$ w d a w V)�m _.__ z m 9 — ag oo 0 = U go c vs l - Ifl INSTALL PER MANUFACTURE INSTRUCTIONS FL17146 R7 INSTALL PER MANUFACTURE INSTRUCTIONS CCRR-1092 2"4" P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "1" BOLTS FL16546.8 FL15279.84 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 ® GAMSt HOMES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.12 FL20461.1 FL15215.2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) FL20461.2 FL15215.2 GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST^ LUCIE JobInformation: E BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCONCHOR WITH MIN. 146" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL)LES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWSSUFFICIENT MFL.176676.9 LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. R INSTALLATION THROUGH 2x BUCK USE #8 WODD SCREW OFIFFIENT LENGTH TO ACHIEVE 1r/z" INCH MINIMUM EMBEDMENT WOOD SUBSTRATE. z z ri c tD O Q 86 w O d' c M 3 / 1 m 6. V O J LI..I �T/� ' ^ ' ^ 00 uQ J M V / V J ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE i" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A IM* FL 18504.1 MUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM DISTANCE FL 15804.2 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, Sa,4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 08 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN.. EMBED. INTO WOOD BUCK. FL18644 R-6 Soffit: ♦ Model Name / Number: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R5 1st Choice of length 1820 Plygem / Variform I Plygem Double 5 1 Double 5 standard (vinyl) 10" Double 5 Standard I standard vinyl sta Ie solid 1.44 vented -145 Hurricane Panels: ALL ANTE I AN 2a^ ca. 1st Choice Dade County App. SHUTTER &GLASS Storm Panels 24 GA. STjRM PANELS 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: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: FL12194.1 FL12194.2 ® Plan Issue Date: Thursday, November 18, 2021 FL16293 R3 V KA PROJECT NUMBER: 2140143 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING i'WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOISTAND UP WALL BY 6 IN. HEAD FLASHING TIE-IN INSTRUXTIONS: 1 Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive harder bade over head flashing and seal with tape 2 Scale: NTS RED FLASHING SELF -ADHERED WPM FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING7r I� DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HO.8362X;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD ANGE SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4".1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3r4"-1' BEAD OF CONSTR. ADHESIVE HOL O F APPLIED UNDER / THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND FATHER R F A LKING / OR EQUAL W PRO C U ! SECTION -A -� (SEE DETAIL WP02) SELF -ADHERED FLASHING - 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST G WP07 ERIOR IT. FIN. .DING PAPER PE -1: 12.0 in cm : 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING JDOW UNIT SELF-ADHERI 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WPOI) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 2 WP05 1 SELF -ADHERED FLASHING PATCH )HERED FLASHING FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT R703.1.1 Water resistance. The exterior wall envelops shall be designed and constructed in a manner that prevents the SLOPE accumulation of water within the wall assembly by Ph,viding a water-rDsistant barrier behind the exterior cladding as 0.3 in: 12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior writer that penetrates the exterior cladding. (0.6 cm : 30.5 cm) PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 16 a>nhalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No, 15 SELF -ADHERED FLASHING asphalt felt shall be applied horizontally, with the appar layer lapped ever the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches, Other approved materials shall be installed in accordance with the EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive barrier manufacturer's installation Instructions. The NoAS asphalt felt or other approved water-reslstive CEMT. FIN. PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of wails and terminatedl at penetrations and building appendages in a Section R703.1. manner to meet the requirements of the exterior wall envelope as described In R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive valier-permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. BUILDING numbered Items In the list Of InStrUCiIORS below: Exception: Where the water -resistive barrier that is applied over wood' -based sheathing has a water resistance equal to or PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage space. 2. Install flashing and weather resistive barrier to form water shedding laps O3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, ' 'mize la er -for ease of installation and to minimize added in the adhesive layer) embedded RFlashing. Approved metal flashing, vinyl Plashing, self adhered membranes and mechanically attached flexible flashing shall be applied shinglyfashion or in accordance with the manufacturer's instructions. Metal Plashing shall be with h manufacturer's i membranes rare used as t hue applied in accordance w t the corrosion resistant. Fluid -a I ed e a s flashing shall b a c0 os g pp pn SELF -ADHERED FLASHING W P 0 3 scoring CU15 instructions. All flashing shall lied in a manner t t of water into the wan cavil or penetration of applied o prevent the entry y water CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and to i f membranes used as Bashing shall comply with water to the building structural framing components. Sealed AAMA 711. An exterior fenestration products span be sealed at the p,nceure with the bunging wall with a sealant complying t t adhere to substrate using a square piece of flashing material (6" x 6" Minimum) with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for properjolnt expansion and contraction, ASTM=81, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in RUBBERIZED ASPHALT RUBBERIZED ADHESIVE 6. Fold a5 shown by arf0W5 exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ASPHALT flashings shall be installed at the following locations: ADHESIVE t folding f th fl flashing accordingly to fit 7. Angle of corner may vary, adjust o e as g ac g y SELF -ADHERED FLASHING l tight to comer $. Mechanically fasten as necessary1.Exterior y window and door openings. Flashing at exterior window and door openings shall extend to the surface of the SCORED exterior wall finish or to the water -resistive barrio complying with Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: _ (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE 1A The fenestration manufacturer's installation and flashing ins,uuctions, or for applications not addressed in the ADHESIVE AS SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where dashing Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to MECHANICALLY FASTEN AS the water resistive barrier for subsequent drainage. Opening:; using pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the intersection of Chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or meter copings and sills. 6 4. Continuously above all projecting wood trim. 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. s. At wall and roof intersections. SELF -ADHERED FLASHING `/ INSIDE CORNER V //� J P®� 7. At bunt -In gutters. kTl +r:o urn 2 4 5 F Sv n x. /� ii 0 IN W P O S APPLY WITH THE MANUFACTURERS RECOMMENDATIONS, BEFORE P J P09 INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster : overblock 1st floor Note: The building paper and metal lath must be installed over the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 718" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated -' nge 7/8" Weep Screed 1/2" Cementhlous Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish Block 2 1/T' Perforated Flange 1/2" Weep Screed Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL. DETAIL WEEP SCREED DETAIL, SCALE: NOT TO SCALE oa , 7-0rz zre N S' �. s: No 67 A , S E OF °. ORS. N NG ��S z 6q,lrli9rYt3tt a gl: ... .... to V ON Go 0 OD M � go aaEs `d S 0 �c B- I; m " v a Z FA Wm'mcc W w a a Q g W 2 W a w vYi A: o 6 ga Z`.a{ma' 3 2i K Y 3 c m�� � i °'. a m of �a ®9 U ? y 2% F 'a W WWW.FDSENG.COM U rq Il11 ©El z o- o Z 0 a � II��,rijj J GO o. - u) Z ry Il�•,�j tJ0 Ur ro ri 1 _ J VJ lI o • \ Ow c ur) = J m to E W V 0OD oD x a� c o 0 WaY a Nam 4,'m ® DAMS HOMES FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: p�py Lr.L O LO N 0 � m Gt c I A O E Z f-U� m a O _J LL.I ::D cc V1 Model Name / Number: 1820 ® Plan Issue Date: Thursday, November 18, 2021 ® KA PROJECT NUMBER: 21-1014E3 Sheet: WP OL WATER PROOF DETAILS 5" bath duct to roof or wall c w/ standard 70 cfm bath fan I4" dryer duct to roof cap fI w/dryer vent box a ED i'laffi Law •ifR'}.� ;3 AFk 34Jo �L 'fgxRi7c�'Sk g 1 12 rag 14�, 14x8 1 wcd --—___.______ 195 r C! 16x16 rag- 16x16 rag 10 LP*IVWa" i IV -MNG 14x8 1 d' flux rag j 10x6 1 wcd 50 5" 7„ 24xl fbr g ` 12x6 l wcd ' 185 I 'Y 2 - i.:a�ri�w�iwv»�: 33 ,6x 1wc 40 ',prr. I 1l u $Axt ma WA PjEL (i�9. �IP.fB$' r�- u*P , License #CMC1249777 Must have a minimum clearance of 4 irches around the air handler per the State Energy code ROOM.. 6"Twcd t p 95 _ 1 s 7„12x6 ; wcd 165 12x12 rag :-Im IV CUM 7" 2 rat ;Fs CLILM I WNU W1a€rw. 12x6 1wcd 120 a 3.0 TON W/5KW @240V 1PH 18x13 plen scale :1 /4"=1'0" platform by bldr 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 5" bath duct to roof or wall ca j w/ standard 70 j cfm bath fan NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Cade—M1602.4 balanced return air. EXCEPTIONS 1-3 �" ALL RVA 14$ All duct has an r-6 insulation value. AREA CALCULATION lu ROCA 1"&[-. 90V0K°R IERi94Ks -A 5.k. A€Pa 141 #_i. ROt,n5 v s d U o e� — �� O -o 6 c6 s LU (f) Z LLJ O O _ � _ uJ o t < �J N Q 00 00 O I U) m LLJ :> Z Z C> w -Z-;: Q F— m I-- Q O :D Q 0' m CL __j (f) I) C—)