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HomeMy WebLinkAboutBuilding PlanTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AN BEAMS), A SLUMP OF 5" FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1% AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT EAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL ESHALL MEET ASTM 615, ASTM A70 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES 6. ALL REINFORCING STEEL / STIRRUPS OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL VIRE OR PLASTIC SUPPORTS. TOP IN PLACE BY NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHAL BE SECURED 1. METH OD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COT" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHAL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 PRODUCT METHODS MUST BE DETERMINED AT. PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL-AAF20 2- PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACTTHE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 7' OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL ICONST• WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014. WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI{ f'm = 2000 PSI ) 2, 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 i I. LATH. OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 Ti COMMMENTS: 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 SOFT, ROOF RAFTERS CLG) LL/180 LL/360 TL/240 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. ROOF RAFTERS (W/O FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. R703.7.2 PLASTER. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 4OFT SPAN PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF 8, TEMPORARY BRACING AND SHORING OF WALLTO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" 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. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2 WOOD CONSTRUCTION ROOF (PSF) ROOF(PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, ILE BLOCKING OR GABLE T RIAL N DETAILS THE STRO NGEST MA E IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND SHALL BE EITHER AS SPECIFIED FLIC S TOP CHORD LL 20 20 20 20 2 5 R703.i.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN !SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) TOP CHORE) DL 7 7 15 SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED AT LEAST EQUIVALENT STRUCTURAL FRAMING MEMBERS ALL BE S.P.F. #2. SHALL BE USED. AT A MINIMUM ALL WOOD STRU SHALL ALL 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 0 0 0 10 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 WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL SO 10 10 TOTAL (PSF) 37 37 45 55 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP„ U.N.O. CHORD LL (OPT) BOTTOM C DIRECTED BETWEEN THE LAYERS. 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. FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS LIMITED STORAGE STORAGE 20 50 ONE LAYER OF NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS ATTICS W/ HEAVY * ATTICS W/ NO STORAGE 10 EXTERIOR WALLS. NO. 15 ASPHALT THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN 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: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN, APPROVAL FROM FOR OR INDICATED ON PLAN LOADING 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: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB DESCRIBED IN SECTION R703.1 FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR R703.4 FLASHING. ND MECHANICALLY ATTACHED WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- OAS NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS SOFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE DIAGRAM (-) VALUE DENOTES SUCTION AREA 4O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 00) 20 (+) 26.5 (+) 26.5 (-) 28.8 (-) 34.4 50 (+) 24. (+) 1 31.1 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGEDOORS SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES, 2. "a" = END ZONE IS ONLY WIN 4%0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAI LS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS � o x .e 1 l h eI"M > 0 Z IL ""- 000 W J a as glgb� 1� :N NO, ll LL LL 42 APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES A FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR W ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DIL 10 (PSF) t: m 5 a INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED A5 FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES $g :. � LU SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSESzLL J� a IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) gg• � - ^a z BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN SPECIAL FLOOR LOADING CARE AND MAINTENANCE-$ x W �°' M J PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS w m W m °' d 800 1, ASTM C92, CLASS R GRADE NS STANDARD GR EATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. COMMMENTS: YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER/HOMEOWNER ARE NECESSARY a'g Z ge a Qa C1281 AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BE TAKEN TO CHECK WINDOWS AND 8 � 8 0 6 n O MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER g a• U J TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, BALCONIES OVER 100 SQ:FT 100 (PSF) FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3- 5 YEARS o a8� www.wseNG.CM ❑ 0 APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) TO PROTECT THE COATINGS. THE DESIGNER AND ENGINEER OF RECORD ARE NOT • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 60 (PSF) INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) Z S • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, MAINTENANCE. Z 01 ,o • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE. SIGNED GUARD RAIL I HAND RAILS (d) 200 (PSF) Z24 ¢� CONSTRUCTION: AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STARSLEEPING ROOM 40 (PSF) UPLIFT CONNECTORS '' s z N FOOT NOTES �� G `?� d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG , 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. o � i TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD fBALUSTRADE PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w m NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR . m MORE INFO. HORIZONTALLYY AAPPPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. o w FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: u 11M E 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON 'Si EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. d Is the intent of Designer/Engineer listed in the providing Llock of these w t o $ "+ -> j ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed r- f :1 PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear information. Every attempt has been made to _ 0 0 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to. c _� M i THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ¢ iv d m Q;� INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The ions,oemisintneer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, the Designer misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to i D HOMES CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction, All construction MUST be in accordance m the 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CO KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the TO FOOTING). i " CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) k x 2'A" TfTENS TO information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC133 6 R STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered 3000 GULFBREEZE PARKWAY MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 880 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. PORT ST. LUCIE CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. ® Job Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE, CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS L� DATE DESCRIPTION DAMS HOMES" Z co L.I.J � �, co Of Northwest Florida®® > co m % o ai � EL 3 �I a J � �7 H`SUIIM •� U _I LLJ � M lip m cn U) Z® Model Name / Number: 3000 GULFEB)REEE PARKWAY OULFBOREEZE, FLOR DA 32563 1820 Plan Issue Date: Friday, November 12, 2021 VI KA PROJECT NUMBER: 21-10584 M 0 E Lo Jm820 a Sheet: Of: COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B J4 +27.6 / -29.9(-B--) +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM SPECIES CAP.(PI0 FMARKSPACING 16` (2)16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W( j6)-10d SP1 W/*10dSPF 402 STUD, 6 1OdPLATE SUD,(4)10d PLATE (2) SP2 W/ (6)10d (2) SP1 W/ (6) 10d SPF 803 16>, STUD 6 16d PLATE STUD, 4 10d PLATE ew4 16. (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6h10d SPl W/ E6 10d 16" STUD, a 1Dd PLATE STUD 4 Lod PLATE SYP 439 Bw6 (2) SP2 W/ (6) Lod SP1 W/ (6H10d SYP SIB 18" STUD 6 10d PLATE STUD, 4 Lod PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIF BWB SP2 W/ (6)-10d Pi W/ (6 IN SPF 535 12" STUD, IS) 10d PLATE STUD, (4) 10d PLATE BW9 SPF 1070 12' STUD, (6) 10d PLATE STUD, (4810tl PLATE BW10 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 Bw1.1 SP2 W/ (B)-10d SP1 W/ (6)-10d SYP 586 12' STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW - 12) SP2 W/ (6) 10d SPS W/ (6)-10tl SYP 1170 12" STUD, (6) 10d PLATE STUD, (4) Lod PLATE BW13 NO7usED UBLE 2x TOP PLATE TOP OF WALL ,ia SEE PLAN 4" MASONRY WALL OR ICE WALL, SEE PLAN 2X STUDS PER DOUBLE 2X HEADER PLAN/ SCHEWLF SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/83 FOR CONNECTION INFO, IF HEADER IS WITHIN WALL EE MS03/&1 pPR INDICATED ABOVE WITH NO UPUFT CONNECTORS ERG WALL TO INDICATED IN WEDS CAN MASONRY WALL CONNECTION INEO BE IGNORED. 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAI LS O TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'.0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" AB 5F 32 O.C. W/ 7- INFO EMBEDMENT OR 1/2" A.I.R. W/ SIMPSON SET W/ .. SW- SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. ":� REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD r# 32" O.C. 7/16" 085 PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4000 BRG WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTE #8 GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 92 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPI AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" 15 INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE W'FO6/S310R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW' IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7, ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL 15 I NDICATED WITH THE El BW4, BW7, DW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPUFr, THE STUUS ARE TOE NAILED TO THE PLATE AND THE 2. PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. Lod- 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFTILb) C1 (3) 2 x 4 #2 SPF (4) - Led TOENAILS 0 DTr2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 11/2" 21A5 SDS SCREWS C3 (3) 2 x 4 SYP #1 OR (4) -led TOENAILS 0 C4 H (4) 2 x 4 SPF #2 DTT2Z W/ 1/2- WEDGE ANCHOR* & (8) 1/4" X 11/2. 2345 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8' ATR** U 00 U - � 9FES2 SYP POST & (12) - Led NAILS 6 x 6 P.T. 92 ABU66 W/ 5/8' ATR** G = 120M C6 SYP POST & (12) -16d NAI LS U - 2300 8 x 8 P.T. #2 ABU88 W/ (2)- 5/8" ATR** G = 24335 U = 2320 C7 SYP POST & (18) - Lad NAILS CB 3.5 x3.5 P.L. 1.8E FL 2400 PSI HOU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** HI 3-5 x 5.25 P.L. 1.8E Fb=2400 PSI HDU"DS2.5 W/ (14) 1/4" x 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** 3.5 x 7 P.L HDU8 SD52.5 W/ (20) 1/4" x C10 1.8E Fb=24DO PSI 21/2" SDS WS & 7/W EPDXY 6970 OLMANIZFD IF EXT.) ANCHOR OR ATR*** Ox 5,25 P.C. HDU&SDS2.5 W/ (20) 1/4" C11 1.8E Fb=2400 PSI 21/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P,L, HDU8 SDS2.5 W/ (20) 1/4"x CL2 1.8E Fb-2400 PSI 21/2" SOS WS & 7/8" EPDXY 1070 (WOUMANIZED. IF EXT. ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SIP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF LC] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1,8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIA..LENGTH NAIL SPACING 8d M31" X 2 W 0A31" X 21h' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOO OR 12tl 0.148" %3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 V" 0-131" X 3+4' NAILS &TOP PLATE 12d 0.14W X 3,1e 0.131" X 3?A' 8° O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS Lod 0.148" X 3" 0A31" X 3- 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS SBtl 0.182" X 31k" 0,131^ X 3'A" (2) 16D(CGMMON) SEE PLAN (3)16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS Ht (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE 95 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X1 O #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2)-1314-X 111/4 ATTACH TOGETHER WI(2)ROWS 1/4"X 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ Is' O.C. TYP. EACH SIDE H6 (2)-13/4"X91/4 ATTACH TOGETHER WI(3)Flows 1/4"X 31/2' LVL 2. DE Fb=2600 PSI SDS WD Sl 16' O.C. TYP. EACH SIDE HEADER SUPPORT NO- OF JACKS& STUDS Fill AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL SIZE JACKS KINGS JACKS KINGS EA. END EA.END EA. END EA.END 1'-0" - 3'-11' (J.) (2) 111 (2) q' 0" . 9'-0' (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) Ml 056 FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS O 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 0�OSB RJTCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING (2) OR (2) SIMPSON HETA16 TO CMU O.C. TIP EACH ROWS OF AC NH SIDEDEAILS @ 12" COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" M3 OSB FLITCH PLATE. NAIL BEAM TOGETHER USING (2) ROWS OF 12d NAILS O 12" O.C. TYP EACH SIDE (2) - 1 3/4- x 111/4' LVL 2.0E Fb=2600 PSI. NAIL BEAM M4 TOGETHER USING (2) ROWS 1/4' x 31/2' SDS WOOD SCREWS (Il O.C. TYP. EACH SIDE. CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST OR 0) SIMPSON HETA16 TO CMU COL. U.N.O. ON ROOF PLAN. CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU COL U.N.O. ON ROOF PLAN. (2) - 1 3/4- x 11 7/8" LVL 2.0E U0 P51. NAIL BEAM CONNECTION: PROVIDE (2) M 5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (21 1/4" x 3 1/2", O.S WOOD /4"X3 SIMPSON HTS20 TO WOOD POST SCREWS 16' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU E EACH SIDE COL. U.N.O. ON ROOF PLAN. -1 x 16" LVL 2.0E Fb=R PSI. NAIL BEAM 2 b--2 CONNECTION: PROVIDE (2) M6 USING TOGETHERUSINDSWOOD SIMPSON LSTA2HTS20 1/4" x 3 1/2' SDS WOOD SIMPSON HTS20 TO W000 POST O O SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HErA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END)- 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. va a 10.-011 12'-10" 13'-0" 13'-10" 25 SH © 25 SH O PRECA- OTTOM @ 6_-8_ - _ - - - _ _ _ _ _ EGRESS EGRESS 13'-0" 13'-SO" HOSE 12'-10" 4 BIBB LANAI �o Q BEDROOM #2� s Q VAULT CEILING w J ILING' VAULTED C cVAULTED CEILING 3 3 3 4 "H CO 0 C2 m ----- - G.T. - -- ------- --I ----- - - - - - - - ----- N � WSOS S2 r_________ _ 7 2" 2 -0" 3'z., _____________ 7' 2" - - - 5'-0" 0 ------ -6'• ------* 12'-4" H2 2) 3050 SH 2668 2668 - 2868 * 8' CLG. 2 � , , 8W2 O W/ BASE PLATE LO eO q ATTACHMENTS 0 1 1 C0 w c N BATH 2 do a m OET BRG. WALL 0 &i M W w VAULTED CLG N $ U) DETAIL 1 � U U 3'-6II a 10 FRAME DWN 2a68 5'$" F MI Y R M CLG. TO 8'-8" 11 k2j=00 1M 10'C (LING 6,-811 II 0 0 4 1 2668 _ 2x6 WALL N I W"I"C. ¢ 10- CLG. v N VTR i co -- - ---- -- ---- - -- - ----t- -- -- - - -_ �- 1R/1SH ,Q BEDROOM #3 , M , VAULTED CEILING O O 13'-4'I � 4' -0" I2'-8" z OWNER N rI y 3,-4„ o In BATH Y o a w _ VAULTED CLG. F.G. In a 5008 '" '" " x - " 36" FLAT BAR ``` N 81 CLG. TOP ON 34Y2" --r----t--* ---' ' A/C ;D WALL , 1R/iSH , D/W RANGE a DBL. HOOD d PROVIDE PLATFORM SINK _ G FOR HVAC UNIT M N VERIFY SIZE WITH iN w rn z MFGR ' KITCHEN = j C O DINING ROOM IVAULTED CLG o VAULTED CEILING I In = No N 12'-10" 7'-4-M 5,-0„ 3,-7. i "' 9'.5" N m o ?Q Z 2668 REFRIG. 4 r - - -' ;D 1 1 1 VERIFY b LOCATION '{ 1 I 1 N ' 1 < NOOK W/ BUILDER I 3. J I VAULTED CLG _ L N. L - -" J Q 10' CLG. r - -" to OO ' HANSON BOX � � I 'c5 N � O > 4�r @ 36" AFF In a w p I i t L DEN ;: FOYE 2868 4" STEP ON. DRYER VENT N 10' CEILING BEDROOM #4 THRU ROOF MAX LGT 35'-0" _ ___ _ __, VAULTED CEILING PULL ON. STAIRS ADD INVERTED ; 22Y22" x 54" R - HIP w/ B ELEV. F 9 S3 -------------- PEI N TE: BUILDER TO PROVIDE dF ti I A A�PLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY. SlEE SHEET 4 FOR DETAILS re /(2) 12" S.L. EGRESS fQ 3 CAR GARAGL 0 o TRANS. PE 0 N c0 o? ION S' CEILING v WF2 SO 10,_6" 2,-10., S-3 6,-4„ S-1 301.0.. 4 EGRESS ENTRY 4 ' N 1O' CEILING G.T. (ELEV_"B" ON_- _ cOv _ _ _ _ _ _ J SEE ELEVATION FOR - - - - - - - - - -.- LINEI OF GARAGE DOOR WINDOW SIZE & STYLE 4 „ BM LINE OF GARAGE DOOR ( -T q M O S-3 ELEV. ,_________ - -- ___________i BM3 mi -16" SQUARE @ COLUMN TOP 9'-0" CD04 I S3 I MS _ aI CD21 R S 2 i 12 22 i HOSE ' I , S-2 O I BIBS b I , I ' 8 x 7 OVERHEAD DOOR 16 x 7 OVERHEAD DOOR 13' 4" 6'_4" 2' 0" 16,-OI, 2,-0" 8.-0„ 2,_0" 49'-8" FLOOR PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS +26.5 / -28.8 1 1 I) ) +26.5 / -34.4 O+24.8 / -27.1 O� +24.8 / -31.1 O+24.3 / -27.5 I M ) +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE' WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND MASONRY WALL GENERAL NOTES R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-W on each side of the venting. R302.6 The garage shall be separated from the residence and It's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall II be separated from m all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following 13 listed methods]. R308.4.2 All windows within 2'-0" of doors and in Shower or tub areas will be safety tempered glass. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX SX T&G acceptable for substitution. EC: 9402.2.4 Access doors from conditioned spaces to unconditioned spaces (e,g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exha ust duct length shall be determined by one of the methods speC'Ifled In sections M1502.4.5.1 through M1502.4.5.3 I. Callings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses Shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications �P AREA CALCULATIONS 1st FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 596 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 1-37 S.F. TOTAL AREA UNDER ROOF 2609 S.F. to sr 0 g yg BY `1 m n n . S o = a2 Q 03'd "'r UI Y a cLLc M In igzg•..��5 3 ` Z29zOr 0 gI tNo OA r a�E10' `, 2r d 10 a � o 3 W U J [p ❑ ❑ ❑ ,.° � � � WWIti.FDSENG.COM U Ai.d z 8 Z Q Lam) z ° Q s111 r1{ J � a N COZ N U1 M Q 4' N � W 4-1 Q w i t/') c 4i ~ J U N E00 t _ W e 2 0 n U(n Q0 )+ `\ a N O 06p ,✓, I IfRA MC YAM W= FLORIDA CONTRACTORS UCENSE NO. CRC1330146I 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA '- PORT ST. LUCIE IVI Job Information: ry 0 z �U0 LD LtJ 0 a) 6 M e-I M 2 a)M N O a z rI OL m r a p J/'y� W� 04 M o ♦ Model Name / Number: ♦ I Plan Issue Date: Friday, November 12, 2021 ♦ KA PROJECT NUMBER: 21-10584 I Sheet: r Of: I FLOOR PLAN I-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. STEM WALL OPTION �IIS--TOOBBE USED. I REINF. CURB FOR VARIES GRADE SEE PLAN MASONRY @ ELEV. O'-0" _ F.F_ W/ (1) - #5 BAR CONT. • — / 2 STORY: 20" X 2.0" a • • REINF. W 3 - #5 CONT. 16" (2) #5 SEE PLAN ;167r(2) REBAR BAR BEARING FIVI01 SINGLE STORY FTG 1 1/2"=1'-0" FM02 I SECTION @ GARAGE REINF. SEE --PLAN �— #5 REBAR FM03 I THICKENED EDGE 11/2" =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. GAR. FIN. FLR. I ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE oN • 2 STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS SO" D.C. TYP. 16" (2)#5 REBAR F1MA9 I SFC.TInN Ca rAR nnnR 1 1/2"=l'-0" ///��-2x BRG. WALL 2 STORY: 20" X 20" / (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR FOR MORE INFORMATION) 4" • 16" 4" 2 #5 REBAR FM11 I STEP DOWN BRIG. OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN EL ELEV. BAR WITH BAR (1) #5 CONT. 6 • ` INSTALL LINING MATERIALS PER �— • FBC-R P2709.2 1 FM14 I SECTION @ RECESS SHOWER ALTERNATE: SEE PLAN 7= ` 8" 1/2'=1'-0'1 FM12 I STEP DOWN NON BRIG. = 1'-0" GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/ 6X6 10/10 W W M, OR FlBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-294 FOR FlBERMESH OR NER-014 FOR FIBERMIX, OVER 6 MIL WSQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMR TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB, HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 El(TERIOfl SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U,N 0. 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. S 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 11403A.4.1 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 REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PER MARK SIZE DEPTH REINFORCING CAP. Ibt F1.0 1'-0" X CONT. 1'4" 2 #5 E.W. DOT. 2000 F2.0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'6" X 2'6" 1'-0" 3 #5 E.W. OCT. 11000 F3.0 3'-0"X 3'-0' 1'-0' 4#5 E.W. BUT. 15m F3.6 3'-6" X 316" 1'-0" 4 #5 E.W. BOT. 21500 F4,0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. SOT. 2e000 F4.5 4'-0" X 4'-0" 1'4" 5 #5 E.W. BOT. 34500 FS.O 5'-0" X 5'-0" V4" 6 #5 EM, SOT. 42500 FB.0 61-0" X 6'-0" 1'4" 7 #5 E.W. WT. 61500 1/2" =1'-0 LEGEND Q - INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING SEE PLAN -- - a 4"X 16" o SEE PLAN TYP. SEC. N CURB B _ m (G.C. VERIFY) z REINF- i io (SEE PLAN) a _ 2 #5 CONT. 2 #5 BENT BARS W/ rn � t*5" MIN. 25" LAP SPLICE MUDDED FLR. SLOPED TO DRAIN MINN. CONT. 1/2"=l'-0' FM18 I TYP, STEP FTG. DETAIL -/2"=J-0" THE REINF. BARS SHALL BE #5 CONT REINF. CONTINUOUS AROUND CORNER SEE FIND. FORBY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.0 -.•- - A/C CHASE I 4" PVC SLEEVE 2 STORY: 20` X 10" THRU FOOTING W/(3) - 95 CONT. FM19 TYP. ER BAR DETAIL 1-1/2"=r-0" FN123 TYP. FND PENETRATION 1/2"=r-o° CORN STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) O 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" S. 10" 16" 20" W/ (2) #5 BARS <674# 61-81. >2'-0"-3' 1" 1.0" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32` 32" W/ (4) #5 BARS 845# 4'-0' W/ (5) 95 BARS CONT. >4'-O" - 5'-4" 18" 18" 48" 48" & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL nInTFq' SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W,W.M. TO BE TIED TO #6 CONT. REBAR W 05 HORIZ. COW. TIED I EA. VERTICAL REINF, BARS #4 TURN BAR @ STEM WALLS GREATER THAN 4,A" (1) #5 HORIZ. CONT. TIED I EA. VERTICAL REINF. RN GRADE 8' MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN Fl IN MAX 12' IFTB i STRIP FrG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) i �'r e s° s• COVER G FMASW I STEM WALL SCHEDULE 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4',0" FlBERMESH 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 #S CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE mac. S. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 6. h • TALL (TYPICAL ALL CORNERS) .c. 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 NTS dQ' I- 12' 10" 13' 0" 13' 10" 10' 0" 3'8" 4,0" 3' 10" '4" 4'8' 3'6" 4,0" 1'8` t0—\ CORNERS ■ ■ ■ ■ ■ ■ ■ ■ HOSE ; BIBS FM03 i i FM FM11 3 3 I F2.5 I F2.5 ■ -- - I x0 I V o aW I , o 0 , I OD STiiP ON. 4" I I 1 io ' N I ' I ;TUB ; ;I (UNIT I W.C. - Q ■ - -- i , LAV. / /^1 00LAV-J ,__F_ L2S'- ____ 1' 11" 3' 1" LAV rrN ED LL J J ■ ` O 11' 8" )`I o 2 �• W.C. ■ , � I ,.: Y: `` I , ■ RUB STYLES ,VARIES I I I ,VERIFY DI- d I"POATION I 1 F.G. �SHWR ' I I 24' 8" ' "-----, 12' 10" 22"■ ' rn — - �l a ' 4'. r_____) zo LL� I ','I'I' '%D/W 1 4 _ )'SINK I 1 'a ' 1 1 ' I PROVIDE CHASE o FOR HVAC UNIT ' VERIFY LOCATION ; 0 3, 011 7, 0„ o , I I 3 �)7 WASHIII ' COMP. UNIT ' IL IIJI ■ _ _J r FM01 co \ 131 , I i •-'--------------------'-`--- ----------- --- ---- --------- t `m 1 O 1 ■ ■ STEP ON, 4" O� FMJl W.H.' , 1 , 1 I G 1 I w ' m Z ; 1 1 ■ ■ � I ' ■ STEP DN. 51fz' D�. FlNO2 � I i 6' 4" I 1 ; I , a W U C.J._ U ao O __________ _____________________ z _ _ _ _ _ _ _ _ _ , _ _ _ ■ QS ■ ■ O x0 i o ao 1 3, 8" io F2.5 _____ H i N 1 I I , I I 1 , , m o I FMO9 I F2.5 3 m 3 HOSE ' --------------- ------- BIBB `-- --__'-------'----- --- ------------------------- ■ ■ ■ ■ ■ ■ IL (2) #5 BARS W/IN EACH F.C. TYP. @ EA. 13' 4" 6' 4" 2' 0" SIDE OF OPENING 2' 0" 8' 0" 2' 0" 20' 0" to, 0" 49' 8" FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS Tlo 5786 y is a _ F a s,,�y'IT/4a.,lelstill i T'£wg W H co 00 g l l$ s t Q g # G! to F? U R m m C'i li Q Q�NWG W ■d,pa5 a Q o al 4 a uj 4: 0 ~ G gWs' w��', m g cn AS F a pG £S Z QU �d y O $ " &' l .sw ■ U to 12 '3, Wft.FOSENG.CON ❑ ❑ 11 V/ z — 0 M z N 4� Z rn Q N V I z — ISO n (D M �J � 0 m O w uaa N c ti �Ln N E = Q^� C �vQ a'm Q N O tl0 FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 PORT ST. LUCIE Job Information: Z o c L0 L0 L IJ i2 in ° 4 \ / m co o v 1-= o m M W J QI OJLLI:D M o Model Name / Number: 1820 Plan Issue Date: Friday, November 12, 2021 VT KA PROJECT NUMBER: 21-105M Sr.eet: 3 Of: FOUNDATION PLAN W LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RF , PS_ TE—ACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 - 10,000 A= 24,01-0 NVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY NEAT STRIP.) 10,000 B= 20,000 CIR[:WT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 4096 OF "A" = (.40 x 24,010) = 9,604 + 100%OF "B" _ (20,000) = 20.000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL O m G 2x6 WALL (FLOOR TO CEILING) 2 8" USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISIERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 11/2" VTR tt HOSE BIBB INSTALL PAN BOX PREWIR;� \A---- --- ,n I , , I I , oFlQGFI I I INSTALL FAN�E^7/� BOX PREWIRE I I I I I I I I I T�, 7 --------- TH" , I , I , , , , , , , , I INSTALL FAN- BOX PREWIRE _1 I I I I I , I , I , I I , I , I , r�'1N i I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. INSTALL FAN I(-^L k WP BOX PREWIRE LJ- ' \ GFl \ - ------- I , 11 BELL ` WP I GFl COACH `\ LIGHT X � P'V INSTALL FAN ----"-------' ✓ _ _.BOX PREWIRE i , , , I I I ` I I I it I I I , -t--------- 1 , co / , _GEE ' GFImm - QF1GFl+GFI 22d GFl1T ----wGFI ISP i - - I I MICRO/ FOR D/W HOOD GFI I `C5 cy I I - - -" VERIFY LOCATION GFI ` I IN FIELD I� DI`I�SICO�NN1ET WP GFI L — J _� _ IJ L r — —,I GFI I 22011U� 'ELECTRICAL —' " A PANEL 4242" AFF 22p m W.H , U \ ATTIC ELECTRIC w \ IF REQ'D BY CODE \ m w rn J � W < Z Z \ \ ¢ZO a �D L) p 90208 < LL J _Q may{"� GFl@ 6GFI GFI � W = p f Zm5aW 42" AFF 0 m y p FOR GARAGE FOR GARAGE "' a m M 0 DOOR OPENER DOOR OPENER O 0 0 0 u zom ----------------------- , I ------------------------------------------------ ' I I I , I I , GFI (� 42" AEF I L_-------------- --�_----" / COACH _ COACH COACH LIGHT TO SANITARY LIGHT LIGHT SEWER ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONF� ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCls (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36"FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION,. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS � OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND s 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 $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE a. U n Ll EL_ TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT In ' g DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT czi 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET DO P DISPOSAL lT.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 9 � ' g 1g5 gFg H, a In aD r R,,6 Y nW LL LL W bey$ 'v.,.. ru. � �Noio� ea Q" a w y i LL in g rc"+ft g LL ui 6f �� (tV Zr-gQa �O Y 2INn Mv'e a 4 r9 2 ,n �a a S El El 11 ° VMM'.FDSENGWM Cl Z mQ _ o z � n Z a 's J � a "-i - Ln Z N to Ur m Td u' c p .O C U ENE 92 x e^2 ao am' 4MYA\PI ARE = U^PAW= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: G L0 0 N UT OT UI 0 D O u7 LL. J W V J V! VI Model Name / Number: 1820 0 Plan Issue Date: Friday, November 12, 2021 KA PROJECT NUMBER: 21-10584 Sheet: /0 Of: ELECTRICAL PLAN VIENTILATION CALCULATION 0 60 TOP OF BLOC FIN. FLR_ 0 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 12 48" OFF RIDGE VENT W'DOW DBL 25 SH 0 bo OF BLOCK t IN. FLR. 12 6 SMOOTH DECORATIVE — RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE SMOOTH DECORATIVE RAISED BANDS RETURNS 2'.0" SEE FRONT ELEV. FOR SIZE & STYLE LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH W'DOW HEAD HGT 0 25 SH FIN. F (2) 3050 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" aa" KEYSTONE DETAIL SCAI E: 3/4" =1' O" TYP. OF (2) BEARING 0 ENTRY TOP OF BLOCK o eG 0 b FIN. FLR. LEFT ELEVATION ",A" SCALE: 1/4" = V-O" N LR.� 48" OFF RIDGE VENT 'DOW HEAD HGT 0 W to io FlN FLR_ 4"/8"/4„ RAISED BANDS 6" RAISED TRIM r 00 bo DBL 48" OFF RIDGII VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING HGT _ DBL 25 SH — 48' OFF RIDGE VENT Ij 33/2 SH s 16" X 30" DECO VENT TYR SEE DETAIL ON THIS SHEET � r� F onnula _ _ ' inshesof..vsntiaE_needed equaill Soffit product provides for Intg not sq in / sf net sq In / If 4.12 16.00 Ridge vent provides Off ridge vent provides Overhang distance 135.00 net sq In / sf L33 ft S.F. of Area to be vented (SF) 2409 e.f. Total needed for exhaust for Upper 1/3 5781 net sq inches Total needed for intake (soffit area, lower) 5781 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan 169 LEN 12 A LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "All - SCALE: 1/4" =1'-0" I■1011MII■I■IMI■IUI■■1■I i 11 i ■■■ ■ ■ , ' ' , . 3068 ■■■ ■.- DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "All - SCALE: 1/4" =1'-O" OF B 0 0o FIN, FLR. TOP OF t' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 0y G N c ci � L J Yo � m N O ci F-�Um CL ®� LU ZLID) �m�� VI Model Name / Number: 1820 ® Plan Issue Date: Friday, November 12, 2021 ® KA PROJECT NUMBER: 2110584 Sheet: 5 Of: ELEVATIONS SEE DEF. TBO ; FOR WIND < 155/C M G.C. TO PRI BLOCKING - W/ APA RE( FOR SPAN F SHEATHING SEE "HIP R BLOCKING" 20'-0" MAX 674H1111b613 FOR WIND SPEEDS a 155/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 1S/32" IS USED. THEN THE ALTERNATE BLOCKING VIDE 0 COMPLY OMENDATIONS ATING OF -CONTINUOUS BOTTOM CHORD mill JAIEQ BOTTOM CHORD GABLE END BRACING CRZ OF 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) "T" BRACING MAYBE USEU IN rLACt OF ri RMANEN1 BRACING FRUVPDED a TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 71 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 25ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF>20 TO45 DEG, WINDAREA (+) VALUE DENOTES PRESSURE [4:121-[12:121 (S0 FEET) e=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 '51.06 -51.06 -51.06 10 GABLE -37.00 -37.00 -58,99 -58.99 -58.99 -76.03 RODE NAILING SrHEDULEJ NAILING ZONES (SHINGLE AND TILEI' r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6"O.C. ON EDGE AND G" 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 INFIELD ROOF SHEATHING: O Q SHINGLE:1B� EXP. 1 (da2o) EXP, 1 1 TII F, 32" ( 2O) NO PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 as" x 0.113") NAILS ® r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN uL32", SHEATHING SHALL BE FASTENED * WITH ASTM FIC67 RSRS-03 10d (2%2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .1207 NAILS a -oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 1611 O-C FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO 89 ATTACHED TO STUDAND OR BLOCKING AT ALL EDGES. AMINIMUM le SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND ENO JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y. O NAIL AT BASE 2 ROWS @4" O.C.w8d COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS 0A- O.C. wl So COMMON NAIL. © NAIL OPENING PERIMETER wI(2)ROWS @ 4' O.C. wl Ed COMMON NAIL O NAIL INTERIOR AT 6. O.C. rd Rd COMMON NAIL. OSTAGGER ALL VERTICAL JOINTS &MAIL 0C O.C, W/ 8d COMMON NAIL O PLYWOOD SPLICES@HEADER - NAIL SHEATH NO TO HEADER WY 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT © (2)Ed NAILS arO.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. © FLOOR SHEATHINGWPLYWOODDECKINGGLUEDANNAILED `Sd COMMON NAILS AT 6" O.C. AT EDGES OVERDRIVE NAILS: FASTNERS SHALL NOT PENETRATE SURFACE MORE THEN 11r.. EXPOSUREI SHEATHING PROVIDE BLLX]UNo I 11 II AS REGUIREO PER I II II SECTION X-X IF NDT _ FULL HEKBHT SHEET = _ OFLOORSYSTEM NOTE: >H NAILS FOR WALLSHEATHINGSHALL NOT MIN PENETRATE DO NOT OVERDRIVE NAILS: FASTENERS S G MUST B PENETRATE SURFACE MORE THAN 3E- r W- 2x TOP PLATE BEYOND /- 16W OSB EXPOSURE / / SHEATHING / A/ 1 F II II II II II S0UD2x BLOCKING r 01 II it II 0ALL SHEATHING III III 11 II II EDGES �j III III III 11 II 1 @ (SEE SECTION X-X) p III ill III C III II II 11 I �I III ii D II 1 1 III II II II I ppZ b- III OPENING III---JL__-1L_ _1 III II. I II II W Z III III III C III III I II II II II -y�� III I __ ___ L- _JL___ Akj a EI III _.r.r---- --� N III II II 11 2x STUDS BEYOND. IIII I II IIII II II II I w uOj IIII IIII I 1 II IIII I I II IIII II II II II 11 II I SEE PLAN -ZI IIII II 11 IIII II 11 II I III tl� IIII IIII I11I 11 II 1 11 U IIII II II IIII ❑ II II I U 11 II II I I �- IIII IIII W 11 II IIII I I N I YL JL 1 II II II NI II II II I L.L L L -ll 1 ALLSHEATHING I A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 318" ( 3/4" I� SINGLE NAIL EDGE SPACING ^S' 2 N) SPACIO I/2- DOUBLE NAIL EDGE SPACING a m < m GmE LL 2X4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN2 X 442 SPF TURNED VERTICAL W/ 7116• FLITCH PLATE TO W/ (2)12d TOENAILS E.A. END, NAIL FLITCH PLATE TO VERTICAL WI (4) 8d NAILS SECTION X-X NAILS T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S CONNECTOR SCHEDULE FOR: ADAMS HOMES - 1820 ELEV A 3-Car TRUSS ID ': BEARING TRUSSACTUAL CONNECTOR to CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN'. RATING C1-05, CIV- CSV, DOSG, E7, E7V, E7VP, L/R -473#or less HETA16/PER TRUSS MFR 1810# (9)10dx 1-112" H7, H7V A01-A06, 301, G02 L/R -925#or less HETA16 / HETA16 1810#,/1810# (9)10d x1-112" (91 10d x 1-1/2" G03 L/R -2271#or less (2)HETA16 / (2)HETA16 2365#/2365# x 1-1/2" (100)10d ' 3lOd X 1-1/2" AOIAG L/M/R -6389or less HETA16/H10A/PER TRUSS MFR 1810#/3040# (9)10dx 1-1/2' 8 SOdxI- B01G,B06G L/M/R -606#or less H10A/HETA16/PER TRUSS MFR 3040#/1810# (18)10d x11/2" 910d x112 A01CG CONT./M/R -441#or less NAILS /HETA16/PER TRUSS MFR 330 RUE /1810# (1)16d@41).O.C. PER GE01/SA@CONT. 9 10d x 1-1/2" BRG. (9) 10d x 1 1/2' A07 L/M/M/R -703#or less HETA16 / MTS12 / MTS12/14ETA361810#/990#/99011/ (14)10dx 11/2" 1830# (14) lOd x 1 1/2" 9'10dxil2" (10) 10d x 1 1/2" (2)HETA16/(2)HTS20/(2)HTS20/ 2365#/2620#/ (48)10d xll/2" A08 L/M/M/R -1849#or less (2)HETA16 2620#/2365# (48) SOd x 11/2" 10 10d x 1-1/2 IT HETA16/H10A./HETA16/PER 18109/1040#/ (9)10d x11/2" A01BG L/M/M/R -575#or less: TRUSS MFR 1810# (18)10dx 11/2" 9 30d x 1-1/2" D02A CON1T. -.175 PLF or less NAI LS 330 PIT (1) 16d @ 4" O.C. PER SELL / S4 TRUSS MANUFACTURER PROBUILD DATE OF LAYOUT - DATE OF TRUSS CUT SHEETS: 4/27/21 L-LEFT, R= RIGHT &M ==MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAW I NGS. ALL CONNECTORS ARE SIMPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTORS EASTENERS SPF SYP CONNSTIX1d FASTENERS SFF SYP OFRAMETO IErA16W(g1. x1 V0.-OR HTAl6w1(10)10dvl1Fd10R 1595 1870 MASONRY KETA20 w RiN1x1 la. H2.6AW(tO&MAILS HICAW0811 x1� 1810 wMw100)lwxIIn" OFRAh1E TO FRAME 8e6 SON SITTAW(IOf8d NAILS 515 SINS ©FRAME TO 101E 101E RT13AW1t71109 x 110 MS 102E FRAME IbL'3 WtIgIMx112�AT 2PLYTRU&9E5 93D RED FITE62PITIBBINXI1?AT2R.YTRUSSES 9M 109) OFRAhETO MTS72wKl4)IOdx11 "IATEXTERICR MTWl2w(I4PM% tm 0-EXTENOR rRAME LoCATIONINCLUDE " 12d TOENAILS 860 980 LO TONINCLUDEI3) 1. TOENAIq 10M 118E E O FRAME TO MCAT WoUP Od NML3 AND 5W A.T.R. w112, MUGW(2g10d NALS AND SB' A TAW KID 4495 MASONRY EMEEUMENTVSIMPeON"SET"-Pox 3330 39W '2EMBEDMSNTWSIMPSON"9Er'EIroxY O FFAME TO HT3IhM4110tlx". 1.2"(ATEXTEMOR HrvI P1W)IW.l'?IATEXTERIOR FRAME LOCdrDNNCLUDC(3)lMTOQMLS 112E 131E LOCATION INO..UDE (g12dT0ENAl3 12b5 159E FgAh! 10 (q HT620 WHg10da11?(ATE%TBiIOR wNrwz9w(4g18vxi1?wT ExIEAK01 300) FRAM F LOCATION INCLUDE(g1]d TOENALB 2260 2M20 LOCATIOhINCWDE (g12d 10ENML$RA) 2570 FgAMF TO HOT-3 w111611IMNAILUMD(gaW A.T.R. HUGT2 W(1g7W NAILS AFD DJSN"A.T.R. O MA9UNRV w112•EMBEDMENTW/SIMPSONSET' 1000 V12" EMBEDMENT WSIMPSON"BET"' 7020 07K EPDXY(HCT-AFORS.PL) EPOVD-KI8T3FOR3-PLY) OFRAME IO MrRW(I8)IWXWSG9WO0D8CREW9 5400 4725 RFUSNt127WS3 WDDD9CPEW9,WD 71M MASONRY AN7 Q)1m x6'TREh MANOHOR ROITS H)9M'x6'WEDGEE0LT D) LGT2WOO)INISINI ©FLUME j TD b1A W'x 2-0M'TREN2 1750 7030 MASONRY WENOI'ABBEL W © RMMETO MA$ONRYI (2)1_GT2w/(32)16d 1l4'x2114"TTN4 (2 SINKERS a(14j PLY TRU88) D6DPM 4uM-M R)LWT2 W(32)iBd SWKERBb11q 1M"x S'WEOGE-EOLT(2PLYTRU83) Ot00.M 3t1mA1 324DF 3770E 38WF 4520P FRAME OR Rq'.Ed 91NI�RS FOR FRAME(kA) ORD21INSINKFRSFOR1,11ANIE O FRAME TO MA-AONRYI (2/1GT3Wa4)1,4`x3'S118 SCREWS dlq SS'a6'TDI:N RYTRJdq 473DTd 6S704 T4IUGTSWQ41 V6'421m W825 SCREWS 61419?zE'VYBNPLYTRU931 MBOM TOSOM (2 5010E 699D: 018PF TtOf FMC IW OR(5ZI8d MNKERRFORFRA7ME(E,N OR(SNINSINKERSFORFRAME(EA) /Cl BEAMTO Ed A(101101 G#3080 ® MASONRY/ �(tq 1H a23M' NRO MAY.) uweD UYi3"J (12)tM •xS3M-TNCONg �10 MAS) EMICM uBew FRAME CAM)IN&PIDd(FORFTAME) WNF SYP-4 0110211M&MI01(FORFMAEI SYPF SYP& FRAMETW) FETAtE OPT (11 HETA20 192E 18M (2) WA1d OPT D) HTAM 18]0 O A90Nw MASON 1-PLYd110)IOtlx1 la 0R 236E 23M 1-PLYW(10)1W.Ill2-CR 243E 7.PLYw(12)t6tl 7-PIYw It2)iBd H18M13wH1/M L08 AHD H)IN'X2114' SEE 111E HTNN18W181 0H)11M 314' TIM 122E TO OFRAME MA9d1RY OR HTSN20 W (101106 NAILS AND (4) UMW 1W MS 111E OR HTWM2DVD NI N MALSAND I4)114'i13N' 7APCD4s WEDGRROLr 114E I22$ P O FRAME TO HIM W IIS)Mxl 10NAILSAND(2) 31810Y ]BD, 81U MASONRY TITAN HD FKAM610 DTT22W(g1N-XI I?EDSIRWD DTB-T2W(8)1WI?WSISWOOJ O MASKNIRY SQGEWSAN1 p)12'#ATR EPDXIED., TIME 214E SCREYAIAN](1)1?eAT.R EPONmW 161E 1235 MMPBQN, L(SEENOTCM) 81MPSONSCI'ISEENMCS FRAME TO HTT5W(26)l0d x2 I? NABS ANDU151B•S MTr45W(iq 1Btl#t?NAAJi NID IT O MASONRY ATA. EPDXIED., SIMPSON'8ET' 4375 6090 MHO AT.R. EPDXIED wl SIMPSON'SET - 600E BEE NOTE"BELOW) (SEE NOTE 9 BELO FRAME TO H174 W(18) 16d 41R' NMI AND (1) VIVa HTT45W(13)t6d#'12"NAII SAND (1) -SEX O MASONRY ATA. EPDXIED., SIMPSON'9ET' M40 423E UST A.r.R. EPDXIED w/SIMPSON 4100 ffS NOTE"BELOW NOTE"BFJ.O O FFPAME Ht09W(2d)10dx11?NALS TR 9l0 LUGTI W(A)Mxl 1?NAS 875 1816 OFRAME TO 1M9KT4(4) 19*4110 SDS WOOD 760 7w RTeMwtq 1Wlz11)T NMLbb tow t396 MASONRY SCREWS A(g114'x2 1,4" TAPCONS 14)11l4'x t--TAPLCNS FRAME TO MTW (tq1/4"x3"SD9Nro00 SCREWS& OV MA9LYRY (t)54I"9A.TA EPDXIEDWSNPSON"BET" 355E 491E w ISMIN E113EDNENT FRAME TO D)VGT1V32)tA10.608NOODSCAEWB O MASONRY b(7)&80 AT.R EROYJED Wg1ASON 51M 718E 5ET"W tm MTV. DI4EM OX FRAME TU VGT W DS2 1 w1(l SO6 WOOD SCREWsB MO WOOD HOWSO928WS&11)WS'S - 45E MUGr150,11A] Ud NAL88HTTA. wl(t6) 4100 FRAME acREwaa I1w5'e arA. A T.R. 10d NML8a111 s'8"BA.TA. TO ODHTT$W(5g1 1?NNL88 (q HTf4s W15q Ied5Q 1.m NNLS OTRAAIE Y FRAME 11) WE AT.R(sEE NOTE MI I376 603" a(1)MB'BAT.RDE£hOTEM1 -. ANSI 1. COXNECT ALL FLOOR THLSBES TO INTERIOR BEARING WOOD WALLS I SEAMS .1 (2) 12d TOENAILS. 2, ALL TRUS8 TO TRUSS CONNEOTIONSARE PROVIDED BYTRUSS MANUFACTURER, ONO ON PLAN. S G.C. MAY ONE EITHER SIMPSON OR UNPCIXNNECTIONS, SEE PRAMINGPLAN FOR CONNECTOR CALLOUT. 4. FOR SINGLE PLY TRU99E9, SOAK ON FUL_HEIGHT SYP4l 2-W-10 TRJSSV 141 tCALWEB W(2) ROWS OF 1a RMIS M 3. O.C. 8I A00eFED % 1m MN.AT.M ENBEDMENT4 CMU B0NDBEAMIJAC, B SIGNS TRUSS CNORDWVV-0 "0 NATCH CHORDLUMSER SQE)W(2) ROWS ISd g e FACIA ENDS P O.C. STAGGERED, CENTER AT CONNE II LOCATION AS MUCH AS POSSIBLE. U NINMAL CONNECTOR UXOONFH4NITq PLAN t. CONNECTON AT OR Sr D.C. PENDING OMF9WRY WAlW TNIJSWIECFWALLS TO MASPIAN 2. CONMEC EDET24'OR 9m.1 F R OIRE INFORMATION F00. ALL FLOORTRU83E8 PARALLCLTO MASONRY WPNNLI WE DETAIL ALP11L HIP JACK (CMORE IACID7 ipN 3. CONNECTION FOR ALL CONEIN(CMNERIARD TO MASCNRASONR AT WA=0MAX,W 4. CONNECTION FORM CONTINUOUS DOES TOTOPOFMAOONRYAT BLE) LAAX.W(2)AT EACH CORNER. G0. TO VER FY LOCATION gOES NOT LONFLICTwITJI OF APPLICABLE) LAYOUT CONNECT ALL FI➢ORIRUS9E8 IOIN1ENOq tlkN15N0 WOOD WALUNEAMSw.�(q 124IONAL9 © MINMAICONNEC RUNOONFRAMINGPL,, 1. CON ONFORJACKTR8819- WALL OR BEAM O MINIMAL CONNECTOR UNDON FRAYING PLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING iS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS 9 NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. C.M.U. OR ICF WALL -METAL DRIP EDGE SEE TYP. WALL D _= 2 x SUB -FASCIA SECTION - --ALUM FASCIA 2x2 #2 P.T. MIN. FASTENED 2X BLOCKING NAILED TO TOP CHORD PER NOTE 2 BELOW. - - / EVERY OTHER TRUSS (3) CONT 2 x 4 NAILED TOrill 12d NAILS, TYP. (**) (***) BLOCKING W/(2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDINQ LISTED IN THE DESIGN CRITERIA ON COVER PAGE, 2- 2X2#2 MIN. P.T. W/ 1-CHANNEL SECURED 0 24' O.C. FASTEN TO CMU W/ 3/16"X3" TITEN 2 0 16" O.C. (ALT. PAF 0.145/0.157 & 0. MO WASHER W/ MIN. 1" EMBEDMENT @ 16, O.C. HE WOOD WALL, FASTEN W/ 0.148"X3lP 016"O.C. 3. (F7 CHANNEL APPLICATION: 2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT - PROVAL FOR INSTALLAION DETAILS (**) ALUMINUM SOFFITS> 1' 4" BLOCKING REQUIRED. (***) VINYL SOFFITS> 1'-0" SHALL HAVE FOR SOFFITS < 1'-4" MIL) BLOCKING NOT REQUIRED MID BLOCKING PFR R704.2.1 TYPICAL_ SOFFIT SUPPORT DETAIL 3/4"=1'-O" 4451 P. lei E § jI r �'w ❑ ❑ ❑ //��WWVI.FDSENG.COM U to Z Z g IN `) yy QCQV Q J N Wd SBF�I I i - M Z I- M M U1 (D 1 u Ln c uDn \D/0 iLn ~ J U - EW W Q C4om _ ,iETAALT4M LJf'11RAWC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE TI Job Information: 0 TH LO W > T`4 CL 3 GO J N to IL J W yJ vP/ ♦ I Model Name / Number: 1820 ♦ Plan Issue Date: Friday, November 12, 2021 ♦ KA PROJECT NUMBER: 21-10584 Sheet: 6 Of, ROOF PLAN A LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - IIL]h-L1111 NON-SHEARWAILL SEGMENT :1111111111111I111111 [ :1 H' 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 PLAN AND FLOOR PLAN. MIN, LAP 25"(ACI 530) TOP OF SLAB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CDNT. SIMPSON SP4 WAIS) - 100 X 11/2 -SP6 OR SPS FOR 24 AND 2X8 WALLS 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. `^ W/1 #5 REBAR VERT, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.0 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" '7" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/8" HILTI TIX-ONI NAILS LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 A STANDARD LINTELS - LINTEL MARK n LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 17'-411 950 172 405 92 8F16 - 1B / 1T (min.) 2 7'-611 2661 171 1624 89 8F16 - 1B / 1T 3 4'-611 6113 133 2707 81 8F16 - 1B / 1T 4 14'-011 1002 168 560 154 8F16 - 1B / 1T 5 3'-611 5163 770 3524 399 8F16 - OB / 1T 6 71-611 2661 770 1624 399 8F16 - 1B / 1T U7, 4'-611 6113 770 2707 399 8F16 - 1B / 1T 8 9'-4" 3843 599 136 369 8F16 - 1B / 1T (min,) 2x BASE PLATE SEE PLAN FOR MORE INFO O MS03I ^ttHIVIG (C l/On a/J n) vvn"- 1v I NT.S. nnnlnv nnNnlcnTlnnl nrTA❑ #6 REINF. 20" MIN. LAP BAR #30R #4 REINFPRCING XBAR ' 43 A, #4 I AP SPI ICE I 1�" I 25" MIN. IAP #5 REINFORCING BAR #5 STD. 90- HOOK 951 AP SPI ICE SCALE:1"=1'-O" 11 .LAP #6 REINFORCING BAR * GRADE 40 U.N.O. #e LAP SPLICE MS05 I REBAR SPLICE DETAIL - GRADE 40 I NJS- I ATTACHMENT REQUIRE ENTS SIZE TARCONS SPACING # ROWS 2 X 4 1/4" X 214" 12" G.C. 1 2 x 6 1/4" X 2aW 12, O.C. 2 2 x 8 1/4" X 2W- 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. :PRECAST LINTEL w (2)2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN NAILER MASON IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS111 2x BUCK DETAIL N.T.S. O O O O ALL ELEVA I IONS 5 R®AR A, OF `Ire. fVRFaa 'i/$'CL6AR Y c.N.J. Y Y' •Y. �" aPar "e 9 a. 'a G w LwrsL taunt p7NOM PEINFJPG�a >B/B'AGN4 PRCI't)© IX LINP1 lV<R1E51 NGI'IrJAL Vr]-X B" TYPE DESIGNATION r =?ILm war u . J181LLtT r cYA oOF s REBUS At Berton OF LN't. unXOArnr SFIFo-1B/IT NowXAL 1m. �e,Am'6E .pram. xeoN- P=aA , -or, MATERIALS 1. Pc precast lintels = 3600 psi. 2. Tc prestressed lintels= 6000 add. 3. Po grout = 3000 pal w/ maxlmdtn 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 or/ Miumum not area connw.axwe strength - 1900 us. 6. Reber provided In precast Ilntel per ASTM 4615 GR60. 6• Flold re Ear per ASTM M15 GR40 or GR60. Prestressing am.nd per ASTM A416 grade 2TO lax Waxetron. 7. 7/32 wine per ASTM A510. 8. Mortar per ASTM C970 type M or S. GENERAL NOTES I. Provide full our head and bed joints. 2. Shore Nllad lintets as retuned, 3. Installation of 11mel must comply with the afchitectura end/or stactuml drewlrgs. 4. Lintel sam... fectured whin 61/2- long notches at the ands W accommodate wnical call minfa'eing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'A' and larger with a nominal height of 8" meet or exceed L/180. 6. hottom field added Mbar t0 be located at the bottom of me lintel cavity. 7. 7/32" diameter wire amps are welded to the bottom sleet for mechonicd anchorage. 8. C.lAl, place concrete trey be ormld.d In composite lintel in Ileu of concrete masonry U he. 9. Fees load ratings based on rational design analysis per ACI 318 and ACI 530 101imel fan. depths are Called out on lintel plan. If contractor installs a deeper lintel -,no Indicated an the Plan, doing this increases the strength of the lintel and Is approved without en®ncering letter. If a smeller lintel is Instened contact €OR far approval. SAFE LOAD TABLE NOTES 1. Ali values based on minimum 4= bearing. Exception: Sete beds for unffled llbtele must be reduced Ixy 20% If bearing length Is less than 6-1/2". 9efe loads for all recessed limas based an 8" nominal bearing. 2. N.R. = Not Rated. 3. Rafe loads are ,atal superimposed allowable load on the section specified. 4. adds loads based on grade 40 or grads 60 field Mbar. 6. Ad Banal lateral Iced capadly can be abtelned by the deslprer by parvlding addlenal reinforced masonry above the precast lintel 6. One #7 mbar may be substnuted for two #5 rebas In 8" Ilntel, only. 7 Ttre designer may evaluate omCentteted loads from the ss`e load tables by !relwlaUngf the maxinwm restating moment and Shear at "way from Hie face osu 8. for enpoeile lintel Ilrrcel heights not shown, use safe load Iran next lower nelgm. 9. All safe loads in units of pounds per linear foot, PRECAST "U" LINTEL W/ 30ODPSI CONC. BROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE Q R R 10" STD. 90 HOOK ANCHORS II 4j II HDOK (TYP.I - • r_ • Zq w B STD. 90 DEGREE " REBAR ON BOTH SIDES ANGLE 3DEG P.S.I. 41 OF OPENING U.N.D. CONC. W/1 05 DI TYP. BOND BEAM REBAR S" x 8- x 16" K.O. PROVIDE KNOCKOUT LINTEL BLOCK BLOCK FOR FIRST FILL W/3000 P.S.I. COMPLETE CMU COURSE CONC. W/1 #5 CIA. ' BELOW SILL &FILL SOLID 7 RECAP W/ (1) #S BAR FOR ALL - WINDOW OPENINGS e'dl" ANO LARGE INDICATES FILLED 8" x 8" x 16'• CELL FROM FfG. TO CMUU.N.O. BEAM WITH I#5 BAR MIN. to For 0 gas N 0 10 PC 1- .og F n 00 �^ HIS m B 0 ro OV w a �cm$," a 4 3 LL "w S ti w OZ�`m�S O 3 R "t �� m m F9 0 0 w ae "B Z Sul SO ry) `o NNAv.FDSEN6.COM Milli Z aO Z N Z Y 4 J N ci - IG z ^ Y^f1 M R-7 W C o c ((!{ �f to c Of Cl) W t N � l -j• U 00 aom Q.mj e AA 1MQ LJ AM IVC2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: is CD O 1-1 U1 LJJ fn m ®_ co C1 rH 0. YO � O bOD Oj U t- Cj m a .I m U) Cn LO a ® Model Name / Number: 1820 ♦ Plan Issue Date: Friday, November 12, 2021 ♦ KA PROJECT NUMBER: 21-10584 Sheet: A u Of. LINTEL PLAN 2° SIMPSON HETA 16 x6 #2 SYP P.T. W/ (2) Y?x5° EACH END SEE FLOOR PLAN WEDGEANCHOR FOR BEAM SPEC. 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT �r W/ WASHER. MIN. 6 PER TRACK TO JAMB. q P h ' d (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "ill BOLTS WASHERS SET IN " FILLED CELL W/ #5 TYP. FILLED CELL " MIN. 5 PER JAMB. " „ n VERTICAL o SECTIONAL " ® OVERHEAD DOOR ��7] CONT. o / /// P.T. #2 / WOOD SYP 2" X 6" TRIM �o `r. ••ir'. 04 2"x6" P.T. WOOD JAMB cq CA DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER q GARAGE SLAB TYP. GARAGE DOOR E TRACK MOUNTING DETAIL z DO NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE LL MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM egg III s OD cc $ g' p LI N m LL W W ARRI �3�n Cy .gym;" OYNW BLOWN -IN R-30 INSULATION PER FBC - 2 P rs G m g `erg Z 3 ' AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLESEx BLOWN -IN R-30 INSULATION PER I 12 AT EAVES (FOR VENTED ATTICS) s E av Z a a FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES OR £ ¢ + 12 WITH PERMIT APPLICATION ' TILE ROOF (PER ELEVATION) d g " Z �. y ko SEE PLAN e c " ¢ o ;� OVER APPROVED UNDERLAYMENT Aga€ W O 3 vI PROVIDE BAFFLES AT EAVES \ s SEE PLAN (FOR VENTED ATTICS) PER FBCR SHEATHING - OVER APA � � � �b wmv.wsEn6.coM � � � PRE ENGINEERED WOOD ROOF SHEATHING-SEESCHEDULE- ' FIBERGLASS SHINGLES OR TRUSSES @ 24 O.C.[RSH] - ON FRAMING SHT, FOR TILE ROOF (PER ELEVATION) + $HTG &FASTENERS. 0 w ' OVER APPOVED UNDERLAYMENT Z PER FBCR 905.1.1.1 OVER APA TRUSS ANCHOR (SEE PLAN) z w ROOF SHEATHING - SEE SCHEDULE ' _ SEE PLAN FOR PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR — BEG. HT. TRUSSES @ 24' D.C.SHTG & FASTENERS. 5/8" OR 112" DRYWALL ; « . HIGH STRENGTH CLG BOARD LO �l ETAL DRIP EDGE z Ir jl TRUSS ANCHOR (SEE PLAN) V) TO BE INSTALLED ON OUTSIDE FELT PAPER OR •y 2X SUBFASCTA (TYP.) FRAME FOR BUILT-UP �ry — TRUSS PLATE FACE 3/4" P.T. NAILER •fir SOFFIT. SEE ARCH, CORNERS min (3) 2x4 OR rz W . 1 r' DRYWALL r PLANS 4x4 w/ 2x4 POST UNDER EA o m 5/8" OR 1/2" DRYWALL METAL DRIP EDGE / r, END OF SUPPORTING BEAM. V HIGH STRENGTH CLG CURTAIN NAILER A+ 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE LINTEL BLOCK KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" d = ro BOARD 2X SUBFASCIA 1 x 4 P.T. @WINDOWS h O,H, W/ (i) #S DIA. REBAR & I!'Y AND LATH WITH FINISH CONNECT ALL 2xSTU " SEE ELEV. (TYP.) ALL SIDES / ,v\ \ (TYP.) FRAME FOR COR- W @ N E f 1 x 8 P.T. @ S.G.D. " 3000 PSI CONCRETE '- = M TO TOP PLATE WLTH (4) SOFFIT. SEE ARCH. PRECAST "U" LINTEL " / o /l \ - 16dTOENAILS PLANS SEE SCHEDULE " 'I, Vv \O NERS FOR NON LOADtoo 1/2" DRYWALL SEE PLAN FOR HEADER SIZE < / l/V•°° V. °\V14 \ w/A16d NAILS @ 8RING SIDES AIO.DC. U 0) o p_ L 0 V Y MM N O 15A32" OSB EXPOSURE 1 ON 1/2" X 8" J-BOLTS— \ OPTION: O.H. ER, WALL W/ ALL EDGES BLOCKED. ( MU B COURSE HIGH A.F.F. (1) CENTERED EA. \ / ® DAMS HOMES MAXIMUM O T - 2X PLATES MAY BE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. / CMU BASE FILLED N w/ SIDE w/2" WASHERS \ / CONC ADDED BELOW THE HEADER W/ EACH r W/ (4) VERTICAL RENT W/ (OPTION) STAPLE: 16 GA. 1 3/4" NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. (TYP-) FLORIDA CONTRACTORS LICENSE N0. CRC1330146 PLY ATTACHED W/ (2) ROWS OF 16d HOOKS INTO FTG & AT TOP NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI OF COLUMN 3000 GULFBREEZE PARKWAY " CONC. ALL LOCATIONS PLAN Al-A1 SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN" &FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN " LOCATION OF OPENINGS IN SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO PORT ST. LUCI E OPENINGS ARE INDICATED, FULL '" w/11-10d TO BEAM — FOR BEAM SPEC. STUDS ARE REQUIRED). i & TO FRAME BELOW l Job Information: NOTE: 44" MAX. SILL HGT. ON VINYL FRAMED WINDOW ALL BEDROOM WINDOWS. `}.. A W/ SCREEN WINDOW STOOL A , PER SPECS PRECAST CONC SILL CEMENTIIOUS DECORATIVE n ' FINISH 7/8" THICK PER ASTM H C-926-9BA PAPER BACKED FOIL R-4.1 INSULATION AT CMU BLOCK WALL 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM V EXTERIOR FINISH - 1/2" DRYWALL MORE INFORMATION). SEE TB13 SUBMITTED WITH PERMIT ON SHEET 6 APPLICATION (SEE ELEVATIONS)Ln FOR NAILING INFORMATION FOR F'TG. DOWEL #5 DIA. REBAR O R-13 INSULATION AT EXTERIOR WALLSHEATHING. 1 x Z P.T FURRING 17" IN CONCRETE - 25" WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. EXTEND (ACE 530) ABOVE rmi 2 N AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 a WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMNOR — MIN. 5" FROM END - SEE W507 SEE FOUNDATION PLAN FOR POST i EACH H E POST 1N/ 2x4 UNDER s EACH END OF BEAM04 WOOD BASEO JM U)LLJ m CO SEE FOUNDATION PLAN TOP OF SLAB. NOTE: 2 X 4 P.T. PLATE o FOR TERMITE SHIELD SLAB INFORMATION U) � , W Ln FOR SLAB INFORMATION TOP OF SLAB ' ' — _ - — - - — _ ,'_ BOTTOM STRAPS MUST B zo INSTALLED ON INSIDE 0 Model Name /Number: ' COLUMN. DO NOT BEND • ° ��,a'�?>; „ v 1S2U iio GRADE -� tl 'I I : n GRADE STRAPS UNDER PLATE PLACE STRAPS IN FILL CLEAN - 3 W SEE PLAN FOR CELLS w #5 REBAR - o w , RE -BAR QUANTITIES / r (TYR)4 COURSE HIGH CMU BASE Plan Issue Date: COMPACTEDr, + �r- f.n° FILL d1 FILLED w/ CONC -SEE PLAN FOR SIZE. TOP OF COLUMN BASE - Friday, November 12, 2021 SEE PLAN SEE FOUNDATION - - 2'-0" AFF KA PROJECT NUMBER, 16" FOR TGN EAQUIREMENTS / PLAN TION PLAN21-10584 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: DETAIL - UNLESS NOTED OTHERWISE /4"-r-°„ WS01 TYPICAL WAIL SECTION - 8" CMU 3/4"=1`0" [ICD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. ` WS02 TYPICAL WALL SECTION EXTERIOR FRAME TYPICAL FRAMING DETAILS STRUCTURAL I\ SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING ' SCHEDULE TB13 ON SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR ' SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. STUD TO BOT PLATE: SIMPSON SP4 LINTEL (?: 1/2" X 8" On: HOLD FRAMING 1/2" ANCHOR BOLT „ BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WF21 KNEEWALL @ ENTRY FRONT WALL 3/4" 1'-0" PROVIDE 2x4 ON TO,y',., OF 2x8 TO BLOCK OUT 2 ROWS 12d @ i= TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 a (2) 12d NAILS O.C. TOP PLATE Z STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) q8„ � 7/16" MIN. NAILED W/ 8d til/N c COMMONS @ 3" O.C. @ 2x4 STUD LL EDGE & 6" O.C. FIELD RUN PER PLAN ` FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OR SPLICE BOTTOM OF FALSE BEAM OUBLE 2x8 NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR �` `` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD �` I ` SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �` I �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING TOP PLATE W BEE 1/2" x 0.131 NAILS (SIM. w/ 2x6 w o NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS 2x4 w/ 2 ROWS OF s. 8 tll Ln N ` ) 12d NAILS @ 3" O.C. _ W m 00 TOP PLATE TRANSITION wooD BEAM SEESIMPSON h00 C7 PLAN FOR SIZE ,y, HUC2HUC4100R (2) _ ,s.� J ` \ O z PIPE OR DUCT w/ OUBLE 12d ; TO BUILT-UP COLUMN .Ee a ;c O p,. g w + + PENETRATION THRU 0�� I TOP SPLICE . "�1 SUPPORT COLUMN BUILT-UP MIN. 2 A �' Ip N m Q a a s _ 4 +I = TOP PLATE w MORE (3) 2x4's OR 4x4 W/ (2)-IGd R 2 `Iwo ` ' +t 2 aCC'"" w '1 V) / , uw '� ur'T -5�9 a W N o THAN 50% OF TOP ROWS 12d NAILS @ 8" O.C. EACH PLY r �; L1 W H 3 '2XOP PLATE TO PLATE WIDTH INSTALL @ 3" O.C. ^ (SHOWN AS 4 x 4) -" r, SW3LE END W/ 16d I SIMPSON PSPN516Z , (2) SIMPSON HETA20's NAILS @ 6" O.C. I J W/ (12) 16d NAILS TYP. ;y// �, W/(12)-16d EA. TO COL. LA S ,I ? w I TOP & BOTT. N, .'� '*� ALT: (2) MSTAM36 STRAPS ?'@ $e g �+ '''� d a — +—+ IL OTTOM SPLICE ,� CENTERED W/ (13)-IOd NAILS 118.1 5 Z o = U NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TYPICAL BLOCK E + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL. ,', Ea TO COL. q a T 9 n'S ly CJ J m SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ TIE BEAM ° .�.p WWW FDSIAG.COM ❑ ❑. ❑ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W Sd2 1/2' x 0.131 NAILS (9 PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED Z a SHEATHING — o COVERING NOTE: -Z n 2 PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL ¢ in GE15 FALSE BEAM AT GABLE END N•T� WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" CD04 BEAM @RAISED ENTRY MASONRY WALL N.T.S. z L Vl UI m Q) 2x8 SYP #2 1� TOP& BOTTOM w u7n ATTACHED W/ E_ (1) ROW 16d 2x6 SYP. #2 rz NAILS @ 16 O.C. RIPPED _ coE it / — Ono BOX HEADER DETAIL 3' 0 ' T o11p . * CRIPPLES MAY/MAY NOT BE PRESENT. C V Qm < w o m QIFONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION DAMS HOMES (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO O.S.B. OPENING G.C. TO W8d W/ 2 INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED L6d (3) 2 x 9 LAMINATIONS W/ (2) ROWS Or STAGGERED 16d 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW (D-0.7.62",L-3-1/2`)OR EQUAL (D = 0.162". L= 3-1/2") OR EQUAL 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 (21 >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADERANCHOR NAILED TO TOP PLATES, HEADER &JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY HEADER SIZE NO. &SIZE OF &GRADE RAFTER TIES GULFBREEZE, FLORIDA 32563 EACH END SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE NOTFS, 1) ADJACENT NNL5 ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE 1/4"DIA. .5 1/2' LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS LEAST 3/4" 4) REFER TO NOS SECTION 16.3 FOfl CONNECTOR REQUIRED INSULATION AT EXTERIOR (3) 16d SEE PLAN SP4 AT COMMON 16" O.C. SEE SCHEDULE Zx CRIPPLESIMON ® Job Information: NESS OFTEAi IO THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 TYP( CAL COLUMNS DETAILS N.T.S. WOOD FRAME WALL PER FBC FOR WLL AND ENERGY FORM SUBMITTED 24" O• NAILS(TYP) HGT. WITH PERMIT APPLICATION W/ SIMPSON SP2 TYP. �" I S TOP AND BOTTOM 2-ROWS IM NAILS STAGGERED@ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS ,•: REINFORCEMENT REQUIRED) •r. F.F. OVERHANG ., CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- M M-ML•i� ' , R PER • LOCATION----.,,, POOP / F10iD761 / ,I I0 . O.C.• • • ' V ( II'EACH F END TYP.1�I ! CONTINUOUS2x4 SPF • ! ©ATTACHED TO • :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ' • • SQUARE• BOX HEADER= EACH • 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 STRAP S.Y.P. HEADER W/ 0 LO 1/2" FLITCH PLATE w "n 10d NAILS @ HEADER. (U.N.O.) (D m 8" O/C TYR > 14 m a0 FILLING AND BLOCKING AS a. ' DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS 0_I L1J ZD TYPICAL (U.N.O.) —► OF 12d @ 16" O/C UNLESS . NOTED OTHERWISE M J W (%� VI Model Name / Number: 2 x 4 STUDS TYP, 1820 SIMPSON HTT4 W/ (18) CMU 16d NAILS & A 5/8" ® EXPANSION ANCHOR Planlssue Date: Friday, November 12, 2021 W/ 6" EMBEDMENT U.N.O. O0F R OR81/2"AT GARAGE ♦ KA PROJECT NUMBER: NlVG STEP DOWN * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE 21-10584 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO (REPAIR REQ'D. WALLS WITHOUT UPLIFT Of: WINDOW OR DOOR OPN'G _ j Sheet: � MS18 RETROFIT WALL OVERHANG DETAIL N.Ts. �WF39 TRANSOM DETAIL AT ENTRY 1/'"=1'0" WF09 WALL HEADER DETAIL N.T.S. :�..�'TYPICAL WALL DETAILS -MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2)16D NAILS EA. END. SEE [RSH] SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ SCHEDULE FOR SHEATHING ATTACHMENTS. IF 9" 2X4 #2 SYP - TO 7THAN (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. IT IF > " CONT. 2X4 #2 SYP W/ (2) MINIMUM 2"x4" - _ 8d NAILS @ 4" O.C. - SOD X 0.1319 8" O.C. EA. SIDE CROSS BRACING " WALL AND ROOF + •' . (SEE PLAN FOR , ";,,.- ,.,.,� SHEATHING, SPECIFEE ICATIONS LOCATION) ` BLOCKING FOR SPECIFICATIONS ' GABLES 3'-0" 5F-011" TALL. i 2x4 S APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR THEN 48" O.C. AFTER. NAIL " GABLES 6'-0" AND TALLER. 3-12d @ EACH F"ND & ATTACH L BRACE w/ CROSSING AT 45 ANGLE. 12d NAILS @ 4" O.C. (NOT REQ'D WHEN GABLE IS ASTEN (1) SIM ON HGA10 _ 4'-1 OR SHORTER) BRACE CONNECTOR FROM UAULE TRUSS - CONT 2x4 TRUSS BAYSYP OR SPF S (8P0' )NNAILING ED) IAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. i (3) 12d - W/ 3-12d TO 1ST04 B(MINAYS) LO K/PLATE NAIL GABLE TRUSS PER JTo TOP PLATE < 'OINT - f 16d NAILS @ 4W O.C. 2x8 T. PLATE 1/2"x8" ANCHOR BOLT CONTINUOUS LATERAL BRACING- [ -_ 2x4 SYP OR SPF BLOCKING ��— 4 BAYS AT 48" O.C. MIN. NAIL OVER X-BRACE AS SHOWN- BETWEEN TRUSSES @ 48" KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d @EACH TRUSS W/ 3-12d NAILS EA. MASONRY WALL END TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 T013 FOR ATTACHMENT SIMPSON H8 w/ OVER JACK TRUSSES, SEE TB01 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N'T•s' PLAN. 10-10dx11/2" NAILS ' FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" ." SDS WOOD SCREWS GABLE NAIL TOP OF "T•. 2x4 BLOCKING w/ 2-12d TOENAILS PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d ^ -` CENTER LINE MI . BLOCKING GE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ ( ' BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS CN NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE CHORD TYP WE PRE-ENGINEERED VERLAPTRUSS BRACING, GE01. GABLE END BRACING N•Ts- •-"" > WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP O Z TRUCTURAL PACEG.T.SHEATHING�mADD 2X4 ALONGSRIPPED 2X4SYP #2 TOP CHORD WHENAIL TO TOP CHORD TO PREVENT SHE - - OF HIPPED TRUSS W/ SPAN FROM EXCEIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EG.TSIDE OR BOTH IF (2) 12D MINPERJOINT (3) 12d MINIMUM 2"x4" SPF OR Sc � 0000 1- ROOF AT 12" O.C. MAX SHEATHING SYP TRUSS BRACING 2'w gW d� ip ro SEESPACED AT 10'-0" MAX PLAN 0.o42X4 BLOCKING HIP TRUSS FA roaBETWEEN TRUSSES ° ° WO TB03HIP RIDGE BLOCKING DETAIL N.T.s.TB04 TRUSS BRACING OVERLAP DETAIL (TYP)N.T.s.m �oyj W J N q° ❑ ❑ ❑ F�n3• WWW,FUSENG.COM Z O Z N O TRUSS NOTES: ' a a rn 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND — M �+ BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT �^I�`` J IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED VL/ TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY N u CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL RE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT Lu c EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. ❑ 2. ALL BRACING (OB,CB•BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL .0 LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. O N UOo 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. mm 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT C = (+7 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. ~ rn� 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH co EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS w N i q tj WWW � •V 2 p SHEATHING c (na o•� 3 TO 4 TRUSS x4 AS SHOWN Q N o ao TRUSS SPACES ALTERNATE VERTICAL SCAB 2X6 #2 SPLTHHAN SEE W/ (4)12d TOP & BOTTOM SECTTION OR HCLR/LL IN PUKE OF (B9 REQUIRED @ RAFTERS GRE" DAMS HOMES 'i NAILS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 TRUSS 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 SEE STRUCTURAL NOTES AND NAILING SEE PLAN ou BLE TOP LE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG, TRUSS PLATE SECTION B-B TOP PLATE VARIES w ROOF 2xBTuowALL PORT ST. LUCIE SLOPE SEE PLAN \ / GONV- FRAMED RIDGE \ \ \ 7SPFLOCKING/♦ JOb Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ TRUSSES(4I 12d WHEN R LANDS SPF 48' O.C. W/ (4) 12d \ NEXT TO PRE-ENG. TRUSS TOP & BOTTOM OR HB OR \ @ 48O.C. MAX. 2x8 BLNING. NAILED EACH SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PUKE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER g THAN e'-O" \ \ 2x4 SPF BRACE / @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY 3rd \ \ ALTERNATE DIRECTION SHEATHIN RAFTER \ \ CB BEVEL CUTS 2X4 BLOCWNG BETWEEN (OPTIONAL) TRUSSES W/ (2) 12d NAILS @ EACH END, CONT. EACH BAY 1E 2X4 SPF W/ (2) #7X31/2" / / TRUSSES W L } 0) DB 00 B WOOD SCREW EACH TRUSS / / / / SEE PLAN \ C7 M V' � ALTERNATING OR H5 0 4W O.C. / a 3 = 2 BLOCKING d) PRE-ENG. TRUSS L/_ CONT. ROOF SHEATHING AT TRUSS TOP \ \ / / / / 3. CN STRUCTU PAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. / / O J w = M Q SEE PLAN FOR CONNECTION SIMPSONNIP)) @ 0R \ \10 B (USP MP4) @ J m (n U) LL 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 92 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING VI TRUSSES W/ (2)-12d NAILS @ AT 8'-0' TRUSS \ EACH END MAX 2X6 RAFTERS 02'-O"O.C. Y V / Model Name/ Number: BETWEEN TRUSSES MAX W IS) 12d COMMON ( 24" O.C. ND (TY IL \ / \ p WALL BELOW TOENAILS R RIDGE BEAM (3)12d EA. END (TYP.) 1820 2%4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2'-0" O.C. MAX W / (3) 10D SEE PLAN CONC. MASONRY COMMON TOE NAILS TO RIDGE SEAM ♦ Plan Issue Date: (SEE PLANS FOR TYPE) 2%4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT 1/2" SPACE Friday, November R: 2021 TYP. WOOD TRUSS BLOCKI (4G A -A ALTERNATE BLOCKING ♦ KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING 21-10584 INFORMATION 2x4 S.Y.P. Sheet: Of: @ 16" O.C. TB15 EXTERIOR NON -BEARING WALL DETAIL N•T•s• ROOF FRAMING N.r.s. TB A — BLOCKING AND CONVENTIONAL FRAME DETAILS AND BRACING DETAILS ---- --- --- -- ----- -- -------- s� "r E THERMA-TRU INSTALLATION \\� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws, Be certain of the number and placement of all screws securing the frame to the rough opening buck, Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. lE SPA EVE 6" 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES 31, SPA EVE N. SINGLE DOOR W SIDELITE 'ACE IENLY Ia R SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 111-019 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. ° TOP OF SLAB Dip I l - it - it I ° IF 16" MIN. DIAMETER O z I + CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL _ N.T.S. Y SPACE EVENLY N Pia Pit Gov Rake Metal EdAa Save 7" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. R�{Oeds� / Oasis � 6d,9 . ed 3tp­a,'ua 4"_ no valley centerline r SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY j TEXXTURED, PAINTED BEHIND FLASHING LOCATIONS EXTER. WALL FINISH AND EXTENDING A MINIMI. Vt OF 6• ABOVE 6" X 6- H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONI AT KNEFWALL T ENTRY PLASTER ST SEALANT ROOF SHINGLES O' z_ 6'X6•HGAI V. UR NG cONT. m I FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ RAs"luc AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS ''t".' 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 E)l FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2" MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS 48 WOOD SCREW SHEATHING BY OTHERS CAULK BETWEEN FIN &SPEATHiN& EXTERIOR 3/4"MIN. EDGE FINISH DISTANCE BY OTHERS PERIMETER 1/4" MAX. CAULK SHIM SPACE BY OTHERS O.A. WINDOW HEIGHT I EXTERIOR II INTERIOR Al,j - _[a I! TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Me EDGE IF EDDL AT 101 S. OVERI rl. DIVE OR A Isn ALL 3L n oN Fawnum Fastener Spedl (Jambs, Head and Sill) -_ + TSaA 10 ,.-- ews Mounting Fun' Walt Framing: #25prucElPmell'a or 611ioMn a10x1-112' t ScrewMinimum Penetrabon 13l8' G a. CrossSection V iew 4' Mnimum SiGmne tDrerlm Sheathing "Hall /n maes and au/le/ap types, If 1s IeRup fo the Sand user to OetemRoe the proper /nafa/kaon of these Items C v� ^.g� tl t<:ql="; C roc saJn51 urwodnw the bubhl aP Yb .701 Id n , ,., b.v Flu «- �Ir vrre»V to Step 1 Measure to be sure the opening IS 318" to Will than the window Aze both vertically and hona"Ity. • You may wish to predrill the installation holes in the fin at this tore. lee Al Wenowthy ft N "not racesaaaWy4yal Carsil Step 2 Apply a generous bead of Alkoa to the twkside of the mounting fin. Use enough Alioone, M suffciw* fill all wilds between the in and the wait Mill Slip 3 Insert the window Into the opening train the debate. The window b hall "Witte" and "ouf9dl but Ifthew labels have been removed, the gazing bead should always be to the Inside of the building. Step 4 Install Arians under the sill, adjusting them until the unb Is plumb In the opening. Shims should be Installed under the Sill every 2 fret. Thewlndwr AwWtbebaAmgy Wdered in hie wmano more don 1/4" betweenthe wkdowmnd wall sap 5 IMaB a a10 x 2` screw 4" from the caner of the tin at each end of the head, sd and both' mid. Step 6 Instal to remaining fasteners In 8" Increments from to Other screws to the center of each frame member. Use Care not to over - tightentescrewsandpullthemthroughthefin. Also, make sure the screws go in straight aid W Net muse to frame O bow. Wall framing should be a minimum of o2 SpruceJPlnelPtr Sep 8 If desired, a foam Insuledun on be applied to the interior gap between the wlMw+and wall framing. If applied, 0*nwit be Me NON FA'PANDINE TYPE RrAM. Sep 9 Since tese windows aretYPIc* used In rooms with high mo side, le; bathroomx it is recommended ties he Imerior gap between the window and wall framing afro be sealed with still and tooled so as not to Interfere with the indnhxtion of wallbosul, WE or trim. StepM Orge aB Onatmctim Is conplere hanauve the bubble wrap from the inede and oALde of the window. B necessary, dean the blocks with a mild detergent aid warm water using a soh cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE:SEE COVER SHEET FOR WIND PRESSURE AND EXPOSI IRE SEE ELEVATION j� I. SEE ITEBLOCK POR OMA&.b ittal Affidavit Building Address: Contractor: isfl .ATRUGZURAL SHEETS FOR ANY STRUCTURAL INFORMATION 1st Choice I COUNTY APP IKO Industrues, Ltd I Cambridge AR ROOFING VENTS: DE COUNTY APP. Florida Metal Products. Inc. ROOFING UNDERLAYMENT: 1st Choice TAMKO 3UILDIF PRODUCTS LLC PANEL WALLS: NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. All 3/8" MIN PENETRATION THRU SHEATHING �. A dgv� m o 0 _� ��,r�fal' W to r m m � f zI N r_ 4i Rh *e E AiLo V N A LL LL 0Stiz° w Approval # GO m�€ Tie Zc�a Z K O C W 3 E -r � SZ� W FL30310.1 g,s�r of do a — T 5�$ mcA N Oc a� mks W U N ridge vent" 11" FR �..., �.. �� u„��� u„�.A,.,«� """ �, "" rA.. ''11" �'" FL21580.1 R-2 OM EDGE AND 4" D.C.TYPICAL MAX. KO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH THE TAPCO GROUP "L SIDING INSTALL PER MANUFACTURE INSTRUCTIONS FL20403.4 HUBER ENGINEERED ZIP SYSTEM INSTALL PER MANUFACTURE INSTRUCTIONS FL17146 R7 WOODS. LC HOMEGUARD BUILDING HOMEGUARD INSTALL PER MANUFACTURE INSTRUCTIONS CCRR-1092 PRODUCTS. INC HOUSEI Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7E2'�Iia" P.T. WOOD JAMB WITH2nd 1/2" DIA x 8" "1" BOLTS FL16546.8 Choice +30.0/-32.0 CLOPAY aX FL15279.84 Swing Doors: 1st Choice +67.0/.67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12' O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.12 +67.0/-67.0 THERMA TRU-CORP. SOLID FL20461.1 FIBERGLASS Con FIBER LA S DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) Sidelights g THERMATRU FL20461.2 PLAT PRO FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS GD AlAlum. FL15332.4 relnforc n MI WINDOWS &DOORS SERIES 440 SGD Alum. reinforced FL15332.12 Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE] FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 Single Hung (fin) ANCHOR WITH MIN. 14" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-50 MI WINDOWS Single SUFFICIENI OTNTHROUOVIDE BUCK USE#BBE DSO EWOOD BUCK. FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS Single Hung SUFFIENT LENGTH TO ACHIEVE 1m/z• INCH MINIMUM EMBEDMENT FL17676.2 (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894-4 Hung (Bales) frame Mullions: M•1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE LL 18504.1 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVEA Isle M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 1.5804.2 union EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R8 WITH MIN. 1�A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 1011 on center In direction FL16503.4 R5 1st Choice of length Plygem / Varifomn Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl sta les solid 144 vented -145 FL12194.2 Hurricane Panels: Dade County ADD. ALL AMERICAN 24" Ga, 24 GA. TORM PANELS 1st Choice SHUTTER & GLASS Storm Panels FL16293 R3 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: W U � z � 1/ zS W N O Z e a — to (ur) CO Q)� w. m U — 'm OW C (13 G m ~ —nsn m U ENE t 00 <� Shim a�m U Nod EX OD Q N C n D Q I W DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Tj Job Information: 0 z �DO >r DO W N r✓ � Gg M N O ED z � V MED OJLLI:D m o In I w v, (A LO LL Model Name /Number: 1820 Plan Issue Date: Friday, November 12, 2021 KA PROJECT NUMBER: 21-10584 Sheet: Of. S-5 MATERIAL REFERENCE INFO (PSL) WEATHER FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP BARRIER & WEATHER REslsnve THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH ` RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE � BARRIER DOOR ROUGH OPENING TO BE USED, R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall /'WEATHER �� envelope shall include flashing as described In Section R703.4. /' RESISITIVE WINDOW UNIT BARRIER WOOD FRAME CONSTR. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the g s TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING ByLAPPING DOWN 3/DHESI E 7 of APPLIED ADHESIVE TO BE APPLIED UNDER SLOPE 0,3 in : 12.0 in SELF -ADHERED F LAS H I N G accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. ' V.cseuaimw,xnar, OVER RIM JOIST AND UP WALLBY6IN. THRESHOLD S DOOR AND RETURN OUP R 6'LUSEHERP NAIL PROOF OR EQUAL WEATHER PROOF CAULKING (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 as halt felt, free from holes and breaks, complying with ASTM D226 y p y g for Type 1 felt or other approved water -resistive barrier shell be applied over studs or sheathing of all exterior walls No. 18 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer nat less than 2 Inches. Where WEATHER SELF -ADHERED FLASHING EXTERIOR joints occur, felt shall be lapped not less than S Inches. Other approved materials shall be installed in accordance with the RESISITIVE `CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive barrier manufacturer's Installation Instructions- The No-15 asphalt felt or other approved water -resistive BARRIER SEAL TOPS OF JOISTS f ,( PER FBC-R (CURRENT EDITION) 703J.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior well envelope as described In Section R703.1. UNDER DECKING I SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) r R703.7.3 Water -resistive barriers Witter -resistive barriers shall be Installed as required in Section R703.2 and, where applied ever wood -based sheathing, shall Include a watenreslstive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The Individual layers shall be installed Independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather "� RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the water -resistive banter is directed between the layers. resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list of instructions below: Exception: Where the water -resistive barter that Is applied over wood -based sheathing has a water resistance equal to or resistive barrier 3. Fold weather resistive bamer back over head flashing and (7) x i T ) y:( PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially monwater absorbing layer or designed drainage space. seal with tape 2 V 2 U 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -for ease of installation and to minimize y ) membranes and mechanically bons.Met attached flexible R709.4 Flashing. Approved metal flashing vinyl }lashing, with the flashing shall he applied shinglafashlon or in accordance with the manufacturer's Instructions. Meth flashing shall be corrosion resistant. Fluid•spplied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: Nrs SELF FLASHING SELF -ADHERED FLASHING -ADHERED FLANGED WINDOW W P 01 SELF -ADHERED FLASHING W P 02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER IWPO3 scoring Cuts instructions. All flashing shall be applied In a manner to prevent the entry of water Into the wall cavity or penetration of FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK- SECTION A 5. Remove all release paper per standard installation instructions and water to the building structural framing components. 3elfadhered membranes used as flashing shall comply with adhere to substrate using a square piece of flashing material (6" x 6" AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 900 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1261, EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED Minimum ) AAMA 812, or other approved standard as appropriate for the type of seahmL Fluid -applied membranes used as flashing In EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE ASPHALT 6. Fold as shown arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ADHESIVE TO APPLIED UNDER FLASHING JAMB &HEAD ADHESIVE m 7. Angle of corner may van adjust folding Of the flashing accordingly to fit g y y' 1 g g g y flashings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN F FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WP01) 'I tight to corner S. Mechanically fasten a5 necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY I RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed In accordance with one or more of the following: SELF -ADHERED FLASHING SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" v SIEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE AOHESWE AS SHOWN) 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed in the VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF THRESHOLD Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. O MECHANICALLY FASTEN AS Pan flashing Shall be sealed or sloped In Such a manner as to direct water to the surface of the exterior wall firlislr or to � NECESSARY IN CORNERS THROUGH the water resistive barrio for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection SIEC(SEE D N-A (SEE DETAIL WP02) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design of method of a registered design professlomL SELF -ADHERED FLASHING OO\v\ /`'1 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 2SO, FMA/AAMA/ 2 WDMA 300 or FMA/AAMA/WDMA 400. SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with NAILING I LANGE projecting lips on both sides under stucco copings. DO NOT FLASH OVER t 2 O SEAL TOPS OF JOISTS 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. BOTTOM NAILING 8 UNDER DECKING (SEE DETAIL WP07) 2 FLANGE S. Where exterior porches, decks or stairs attach to a wall or Door assembly of wood -frame construction. S. At wall and roof intersections. SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHING WITH W SELF -ADHERED FLASHING 7WP 6 HALF ROUND WINDOW EXTERIOR DOOR DECK 7. At built -In gutters. SELF -ADHERED FLASHING " DECK PROTECTOR SHEATHING - 7I I a 7/8" Cement Plaster 7/8" Cement Plaster j t _ I in accordance with in accordance with a >, ASTMC926 ASTMC926 SELF -ADHERED FLASHING PATCH - -Fell backed metal Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING - with ASTMC1063 .. With ASTMC1063 DECK PROTECTOR -, ,�,, r _j� Building Paper Building Paper sheathing sheathing I ,� I I DOUBLE I SINGLE i JOIST Metal - Keep top Edge JOIST SELF -ADHERED FLASHING==x Flashing 0f weep screed - SELF -ADHERED FLASHING t 2 F �yl, sy� 9, 31/2" - 2" below top of block - 3" IN a'~?tj Unperforated 4 Flange 7/8" Vulcum Screed cauk bottom OWeep 5 'Zbs joint only _ a � Maintain Bottom of Metal Flashing SELF FLASHING W P07 SELF -ADHERED FLASHING Q W P O APPLY A LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ( j ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W pOg Weep Screed 1 1!2" to 2" 3-1/2" Unperforated Flange 7/8" Weep Screed .ADHERED \H0.8362x;DECK JOIST OUTSIDE CORNER {J INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1/2" Cement@lous Decorative Finish 5'• • o, All inside and outside corner will EXTERIOR WINDOW UNIT 0 need to be miter CEMT. FIN. cut and caulked all Cement Plaster butt joints need to BUILDING PAPER SLO0.3 P in accordance o, b • ' becaulked using SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in : 12.0 in in: 12.0 in 0.6 cm : 30.5 cm) ( ) 0.3 in : 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm : 30.5 cm) • SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~� EXTERIOR CEMT. FIN. BUILDING PAPER - WIRE LATH. - 1/2" Cement IV T SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 21 /2" Perforated ° Flange 1/2" Weep BUILDING PAPER BUILDING PAPER - Cement 0. Screed ;Plaster over block EXTERIOR 1st floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 3 Note: The building paper and metal lath must tie installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 10 SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL Ewp 11 SELF -ADHERED FLASHING W P 12 the Wi'ep Screed. SCALE: NOT TO SCALE CEMT- FINISH WINDOW HEAD CEMT. FINISH PARAPET WALL 4 �tygA .r ..� ..;j��•ti`�0 �rf ti:;J• d I Z N li gffisE N OD OD g¢w S W M l0 W t• O d yG gf: Q Y\ w zrv<a 11 3 2 cF.n�, = tail �_m 3113 O Y 3 ¢ o m a`;gfe 0 6 Ir w H§ 'A FDSENC.fAM ❑ ❑ ❑ O z � _g o Z �/1 Z N a 3 J N tea/ (L N Z L Q m LL W � noUUM w 7 cn = - I�i�l (70 m U-NE x 0 03 Pt Q N O M \ W DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE TI Job Information: LL O z�LO G In W ar t0 aj m tit a z Q J WZ) J000cn m o Model Name / Number: 1820 Plan Issue Date: Friday, November 12, 2021 KA PROJECT NUMBER: 21-10584 Sheet: WP Of. WATER PROOF DETAILS 2 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 5" bath duct to roof or wall cc:) w/ standard 70 cfm bath fan I[ Ike f go •. Bi�E�RQtki� �2 {--- 50 q' 14x8 1 c4i 12xl2 r 8 ^' 148 1 wcd 200 El 0" 16x16 rag "°�'"';g1.6.�c16 rag 14" 1 x14 rag ,8» 14x8 1wcd 25 ------•---------- }--------- ra g R" 24 18 f ag 12x6 lwcd 120 - 9�7 12x12 rag 12x6 1wcd 155; i E H #11t1wIP� i ti1''ci 3.0 TON W/5KW @240V 1PH 18x13 plen scale :1 /8"=1'0" platform by bldr Ij 5" bath duct 'r to roof or wall c w/ standard 70 cfm bath fan 18x4 1 we 9 M 5 Ox6 1 wcd f� a . 40 1Z �Qd r r. I,; ., ove , 7„ dryer duct °M CIA. 3 2x6 1 wcd i i to roof cap 140l /dryer vent box wAOkAg, ao. x4',1Fcd' a a 40 Uar l;W, ..� k9EwAYR J+6 AAR � F7 --- •-------- License NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED "A 1INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 4',' 1 WOW ;sue xa Ana I e - xcoc- kXi'GCIR •5 Y $ gnba AkIlM 7 Y C p1t 9 )QALL IVILIEVAr4NS AREA CALCULATIONS Y�'rsi b✓K7 aK!l5la IE4?'l4'<kT6+1.3Lz� -A Mh4/1MN4' 13! Rating v s 0 CZ N � < o _ o v =S O - SA U) M Z LU LU � Q 0 W U) Z w O 1— O U7 = W CIO W Q Q Q = N ® O E I — > < N Z �— Ise) or- I i- C ) M LU >_ Z Z ® LU O D Q d_ m 0— —1 (f) Q 0 Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.