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HomeMy WebLinkAboutBuilding PlansSTRUCTURAL DES! CRITERIA INDEX �� II TERMITE SPECIFICATIONS. STRUCTURAL NOTES.` �I��� R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO TI1LE 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 AND 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. I FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLCATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL FLORIDADA BUILDING( 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 NATIONAL ELECTRICAL CODES (NEC 2ON CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4, CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O, 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI31&14) 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. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70C .SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BORACOR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 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 -AAF-20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE 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 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON! GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH INIIITHESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. 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 C90014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2D00 PSI (fm = 2000 PSI) 2. MORTAR SHALL BE TYPE"S", CONFORMING TO ASTM 270-14A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C47640 WITH A'. MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* 11/360 TL/24p COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. R WOVEN LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED MET AL 0 0 VEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL E HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10Fi, ROOF RAFTERS LL/180 TL/120 - LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/1W HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACE IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) 11/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR 01787, OR AS OTHERWISE APPROVED. PPED Mh 6. REINFORCING STEEL SHALL BE LAPER DETAIL O 5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR [-JOIST*** LL/480 TL/240 *TL MAX 2" UP T0.4OFT SPAN **TL MAX 3/4" R703.7.2 PLASTER.. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE A STOP IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN. TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACIN 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 OR CONCEALED,. PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS R (3) DAYS AND NO CONCENTRATED LOADS FOR 17) DAYS. PER CODE ACI 318-14. FLUSH WITH TOP OF WALL FACING MATERIAL IS COMPLETELY 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS P CODE. GROUT SHALL BE GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). a71 CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE R703.7.2.. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE R703.7.3 WATER -RESISTIVE BARRIERS.. TOP CHORD ILL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN P�A{� OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDEDLFOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS WOOD FRAME INTERIOR BEARING WALL STUDS TWAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 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 PLUMBINGILINES, ETC. SHALL 13E REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 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. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED. OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING Of ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED: I ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. N0. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER HALL BE PROVIDED AT BEARING LOCATIONS R MASONRY. EAT PLATES S 0 OCA S 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE O SO S ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL REINSTALLED IN ACCORDANCE WITH THEWATER-RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BEAM NAILING PATTERNS E 7. SEE PLAN FOR STUD PACK AND 8, ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: ILL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND. PARAUAM COLUMNS: 1.8E Flo = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TOMEETTHE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS W NAILING INFORMATION THERWI E: 9. SEE PLAN NOTE. FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG / A GOTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD CC/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH T0. EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. " RATED OSS EXPOSURE 1 SHEATHING:? 16"STRUCTURA L I OSB EXPOSURE 1 0R 15 32 RA WALL / / APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED 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 ILL 40 (PSF) COMMMENTS: WIND LOADING CRITE LA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O OS (+)' 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8. (-) 34.4 O 50 (+j 24.8 (+) 24.8 O 27.1 O 31.1 0 0 23.4 (+) 23.4 100W (25.7 (•) 28.8 DIAGRAM RS* GARAGE DOORS* SOFFIT 9'-0" x T-0" 1 16'-0" x T-0" 1-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 167 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC ,ewtttturott TOR II 4 s ao J Q •, No J ,dill 3111110 N 3 t _ to v o N W In g81 pf ti ro s F ro n EEs��y a �G ac xa m ri fJi � 0 A,6 FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) Is A INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLJ N FOR ACTUAL,. PRES-'SURER "� ! � 5 a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM clfoRD OL 5 (PSF) g 2 W _ a IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE LL w` a � 12 LL_, a w o ® gw 0��� o 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 I g S $ a 0 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN SPECIAL FLOOR LOADING _ 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 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. - "e B gm J J as;� m m m C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS:. a .I' Z a s a a MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) L� ® 8 &' y 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)YZI �_•' 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) ° g' ° • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. r wwrr.wseN6.cwd • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHTWEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES ,n READING ROOMS 60 (PSF) h t • UNDER AND ATTIRE 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) 9 Z m ,;„;. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS ApND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, - 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 ® HAND RAILS (d). 200 (PSF) Z CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. .GUARD RAILS IN FILL COMP. 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) Q * A UllTd GUTTERS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) �- y STAIRS 40 (PSF) z UPLIFT CONNECTORS FOOTNOTES M d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. � yJLJ TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A p NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLI ED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. U - MORE INFO. BUILDER NOTICE: ^ `"' FIELD REPAIR NOTES GENERAL NOTES: M �N E 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7 EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. R Is the Intent of Deslgner/Engineer Listed In the tltleblock of these --- F t m 8 >~ 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 = $ ro 6 i " 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 t0 ,�® m �-- 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 _ 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 RSOB OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to N d no INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations r or to P. undetected d to a Desi Designer Engineer n DURING BOND BEAM POUR.. CONTROL OF CONSTRUCTION SITE: and not reported the gn / g p DA NG 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT{ BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT. BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the T 0 FOOTING). BUILDING D ?HEREBY SHALL NOT BE information found in these documents. Any questions regarding the �i� all I LNG AN D SEQUENCING OF WORK JOBSITE SAFETY AND VENTILATION OF THE L G AN N BUT NOT LIMITED TO SCHEDULING 330146 s " CONSTRUCTION SITE INCLUDING, U Q FLORIDA CONTRACTORS LICENSE N0. CRC? 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAYBE SUBSTITUTED WITH (1) SIMPSON MT5M16 TWIST STRAP W/ (4) k x 2'k" TITENS TO information found In these plans should be directed to our Quality MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSMSB FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manger immediately. NO backCharges will be considered 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 REEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM 0 W/',14) 1/4" x 1 112" SOS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced 3000 GULFB 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 notification and approval by the Designer/Engineer. OULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO.MliRE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUN TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the termsof the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION..' DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H75 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 S MPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3". EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. - MASTER ISIONS DATE DESCRIPTION o4 �, Z o V-4 - DAMS HOMES Cia OM�P�IA1 LLJ M -- Of Northwest FloridaMM 5TURIE[CQ{ LN7 CL ®JLL1Z) VI 3 � m cn cn 1 Model Nam e Number: 3000 GULFBREEZE I PARKWAY D I 2000 Plan Issue Date: FILE COP - Wednesday, May 26, 2021 ® KA PROJECT NUMBER: MODEL 2000 21.-4881 Sheet: Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION CONNECTION & FASTENERSLUMBERUPLIFT TOP BOTTOM MARK S SPECIES CAP.(P10 BW1 16" 12)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT BW2 SP2 W/ (%lOd SP1 W/ (%lOd SPF 402 16" STUD, (6)10d PLATE STUD, (4) IOU PLATE 13W3 16" (2) SP2 IN/(8)10d (2) SP1 W/ (6) IOU SPF 803 Sn i 8 6d PLATE STUD 4 IOU PLATE FBW41 16, (2) 16d TOENAILS 12) 16d TOENAILS - BY NO UPUFl BW5 SP2 W/ (6}1Gd SP1 W/ (6)-10d 16" STUD 8 10d PLATE STUD 4 SOU PLATE SYP 439 BWB (2) SP2 W/ (6)'Od SP1 W/ (6}10d SIP 878 16" STUD 8.106PLATE STUD 41IOU PLATE BW7 12" (2)18d TOENAILS (2)16d TOENAILS SPF No UPLIFT SP2 W/ (6}10d SP1 W/ (%i d BEDS STUD, (6) 10d PLATE STUD, (4)10d PLATE SPF 5 MIS12" BW9 (2) SP2 W/ (6) IOU SP1 W/ I6}10d SPF 1070 12' STUD, (6) IOU PLATE STUD, (4)10d PLATE - 5W10 12" (2) IOU TOENAILS (2) IOU TOENAILS SYP 0 BW11 1 SP2 W/ (6)-10d SP1 W/ (6}10d SYP 585 12" STUD, a IOU PLATE STUD. 44)10d PLATE BW12 12-MD,2(5)10d PLATE STUD, (4) SOU UPLATE SYP 1170 BW13 NOT USED `DOUBLE 2x TOP PLATE TOP OF WALK SEE PLAN RP MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE, SEE WF09/93 FOR CONNECTION INFO, IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE M503/5-1 FOR NO UPLIFr CONNECTORS ERG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO T C 0 2x BLOCKING -CONNECTORS W/ (2)12d TOENAILS ® TOP & BOTTOM (2) 12d EACH END FOR WALLS PER PUN / TALLER THEN 8'-O" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B 0 32" D.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN.- REQUIRES MIN ALT.: SIMPSON 1/2' TITEN HD B 32" O.C. 7/16" OSS PLYW'D W/ SAME EMBEDMENT W/Sri NAILS AT 4"oc SEE GENERAL NOTE#B BEG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 20 STUDS USED UNO, 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN, 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, BPB AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PUCE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) THE WALLIS EKED A SHEARWALL AND REQUIRES MIN. 6. IF "SW' IS INDICATED q AT 4' O.C. IN HELD EDGE (1) SIDE WALL 7/i6" OSBEXT PLYWOOD AT 4-D S /NAILS E ACIiED PER NAILING SCHEDULE 2x EXTERIOR WALLS W EXTERIOR SHEATHING ATT CHE NA 7. ALL / N FOR D SPACING AND GRADE ACT AS SHEARWALLS. SEE PUN AND WALLS SECTIONS 0 STUD SP C G 8. IFTHE BEARING WALL ISRINDICATEDLDNWITH THE BW3, 91N4, Bwr, THESE TU DS E NAIL D T THE THE FLOOR LOAD AND NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATEONLY AN T TA PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (INAILS) AND WILL NUT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. e. SPI/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHICHIEVEETHE TABLE LOAD. SOd= 0.148" DIA. x 3" LONG HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2)-2X6#2 SYP SEE GENERAL HEADER NOTE #5. W/ 12" FLITCH PLATE THIS SHEET H2 SYP W/ 1/2' FLI CH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET HS (2)-2X10#2 SYP SEE GENERAL HEADER NOTE#5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE 46 W/ 112" FLITCH PLATE THIS SHEET 3-13/4"X 1.11/4 () ATTACH TOGETHER W/ 12) Ft0 Ws u4"x 31/2' H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS GT is- O,C. TYP. EACH SIDE (2) -1 3/4- X 9 114 ATTACH TOGETHER W/ (3) ROWS IIr X 31/2' HB LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KING5 SIZE EA. END EA. END EA. END EA. END 1-0"-3'-11' (1) (2) (1). (2) 4 -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 LINO ON PLAN S. 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" D.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH 13) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SEE CONNECTIONS (2) - 2 x 8 V SYP W/ 7/16' CONNECTION: PROVIDE (2) OSS FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20TO WOOD POST ROWS OF 12d NAILS BID 12' OR (2) SIMPSON HETA18 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 10 92.SYP W/ 7/18" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING (2) OR 12) SIMPSON HETA16 TO CMU ROWS OF 12d NAILS 012' COL. U.N.O. ON ROOF PUN. OX. TYP EACH SIDE 12) - 2 x 12 #2 SYP W/ 7/16 CONNECTION: PROVIDE (2) 44 OSS FLRCH PLATE. NAIL SIMPSON LSTA24 OR (2) CAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. UN.O. ON ROOF PLAN. (2)-13/4' x 11114" LVL CONNECTION: PROVIDE (2) 44 2.0E 193d2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS 1/4" x 31/2' SOS WOOD OR (2) I HTS20 TO WOOD POST SCREWS O 16" O.C. TYP OR (21 SIMPSON HETA16 N. CMU EACH SIDE. COL. U.N.O. ON ROOF PLAN. (2).13/4"x117/8"LVL CONNECTION: PROVIDE (2) M5 . 2.0E TOGETHER SPS(. VIAL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x S 1/2" SDS WOOD OR (2) SIMPSON HETAi6 TO CMU SCREWS* 16° D,C. TYP. EACH SIDE COL. U.N.O. ON ROOF PLAN, 12) -13/4' x is" LVL 2AE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 42) 1/4" x 3 1/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS O 16, O.C. TYP. OR (2) SIMPSON HE7rA16 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 PUN 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. COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) Ci (3)2 x 4#2 SPF (4)-16d TOENAILS 0 D172Z W/ 1/2" WEDGE C2 (3) 2 X 4 #2 SPF ANCHOR* & (8)1/4" X 11/2" 2145 SDS SCREWS C3 (B) 2 x 4 SYP 41-OR- (4) -16d TOENAILS 0 D7T2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 114" X 11/2' 2145 SDS SCREWS 6665 4 x 4 P.T #2 ABU44 W/ 5/8"ATR U - 2200** G - 2200 CS 61P P -16d NAILS POST & 1 12 ) 6 x 6 P.T. 1 2 AISLES W/ 5/8" ATR** G =12000 BYP POST & (12) - led NAILS U = 2300 C7 6 i 8 P.T. 42 ABUSE W/ (2) - 6/8' ATR** G - 24335 BYP POST & (18) - led NAILS U - 2320 .5 x 3.5 P.L HDU5SDS2.5 W/ (14)1/4" X CS 4.SE Fb=2400 PSI 2 1/2" SDS WS & 5/8" EPDXY 5645 OLMANIZED IF EXT.) ANCHOR, OR ATR** ;I.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14)1/4" X Fil }RE Fb-2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 OLMANEED IF EXT. ANCHOR, OR ATR** .5 x 7 P.L. HDU8SDS2.5 W/ (20)1/4" X 41124* C10 ILSE Fb=2400 PSI 21/2" SDS WS & 7/W EPDXY ' 6970 WOLMANEED IF EXT.) ANCHOR OR ATR*-* .25 x 5.25 .L HDU8SDS2.5 W/ (20)1/4" x C11 1.8E Fb=2400 PSI 21/2' SDS WS & 7/8" EPDXY „ 7870 (INOLMANEED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDUSSDS2.5 W/ (20)1/4" X 012 1.8E Fb�400 PSI 21/2' SDS WS & 7/8" EPO XYlilXY 7870 WOLMANIZED IF EXT. ANCHOR OR AIR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO, 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF #2 UNO ON PLAN. 3. NAIL BUI LT UP STUDS PER DETAIL WF37 S3 4. MINIMUM BOLT EMBEDMENT.- 5- EMBEDMENT FOR 1/2" ATR 6- EMBEDMENT FOR 5/8" ATR W EMBEDMENT FOR 7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) S. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (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 Ys. GUN APPLICATION NAIL DIA LENGTH NAIL SPACING ad 0131 X244 0131 X2'd SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0148 X 3 0131 X 9 SEE PLAN BLOCKING &TOE 0.148" X 344' 0.131" X 3 4A" NAILS & TOP PLATE 120 - 0.148" X 3 M- 0.131" X 3 SA" 8" 0 C:(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS Yod- 0.148' X 3' 01131, X 3" 8' D,C.(COMMON) STUD PACK 6' O.C. GUN NAIQ COLUMNS IOU 0.162- X 3 %' 0,131" X 3 4£' (2)16D(COMMON) SEE PLAN 13)16D ( GUN NAILS) 7 ICI (SCALE: 1/4" - 1'-0" ELEVATION "Ail HOSEi BIBB 5rogT 101_0" 14,40" 20'-6„ 3,_4" S3 6" 6" �- _ _ _ - _ - _ - _ _ _ C6 TYP. BM3 i COVERED PATIO iBM5 20'-0"x 10'-0„ &AS 64" 7,-0„ 7,-4„ 5,-0„ 9,-4„ 4,$° VERIFY LOCATION W/ BUILDER I O © U 25 SH 25 SH 25 SH DBL 25 SH 2868 13 EGRESS EGRESS „ i:9: 14'-2" 24'-6„ NOOK MASTER VAULT CLG. BEDROOM a VAULT CEILING - - - - - - - - - - - - - -. - - - - - - - - - - - - - - -, - - - - - - - -. ` 0 \ ------------------------------ ------'""' -.• r 1 0 7'-10" N ri W J 1 3:12 . x I- 1L1 SLOPE m a I( I I I vnuLG�TF�cL� rl 36" FLAT BAR rn rn o 1 TOP ON 3444"LO 1 o 3 WALL W/ 12- W 1 IZ II I 'J 3068 1 1 O ---R/SH SIKITCHEN/s 10'-0"FLAT CLG.OP WICREF.. 74'-2"4%0' ti n---R/SH_ - - - - 12'-D' 10'-11" 5'-5" 12' 2" , BEDROOMT Y � DOOR, PER VAULT CEILING in 2868 - ACCESSIBILITY w. ,. ., CODE iffit.k, ..,.... ..: O y DOOR, PER DIN `I ACCESSIBILITY CODE M r 10'-0 FLAT CLQ- 00 _ 47-4" 5'-10" N •VAULTTa 0 b ° PROVIDE PLATFORM _._..._..� - 2668 - 3 X 5 FOR HVAC UNIT _ R/S _ I F.G. VERIFY SIZE W/ N SHWR MFGR R/S I - 2668; JL � m 2 I in , 6" 4'- - DRYER D THRU ROOF NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IF WH' MAX LGT 3 ' REQUIRED BY MUNICIPALITY. ;BEDROOM 2 L SEE SHEET 4 FOR DETAILS 0 q --.° ; LAUNro VAULT CEILING W HANSON BOX lit I 036"AFP - --� 2868 21'-3" 7,_9„ 7,-6„ ATTIC ACCESS FOYER J/26158 1 VAULTCLG. ' r I I LOCATE IN FIELD 22" X 36" MIN $W2 d cn I_--_.____f WF39 I I 3 -7" 8,-7„ L S3 � - - - - li n --- - --- WZ --cc ' - - - - - - - - - - - - - - - - - - - H1- C - W on �� 1 3 CAR GARAGE 8 VAu� c 8' CEILING _ w/ T NS ABV. EGR S IN I R/3 o PER ELEVATION 4'-1" 1'-9" 6'-10" ---------`Y-`---- MSG& N m WF42 cp N 42 S-1 d' S-3 ; r o &3 �<• 2868 - - -- 2668 _ X It BEAM BMi @ 10'-0" 6x8 PILASTER -------------------------- '... WF38 2PLACES TYP.------------------------------------------------ o S3 r Q.T. " _lit i. b Q.T. -'--- - - s1z j l BEDROOM 3 ' S-2 , 1 ' 12 8'-0" CEILING EGRESS 8' X 7' OVERHEADIDOOR ' EGRESS JL 16' X 7' OVERHEAD DO 25 SH 25 SH 6'-4" 10'-0" 19' 811 a8'-8" }HOSE BIBB WSo S2 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B iA +27.6 / •29.9 B +27.6 / -37.0 O+26.5 / -28.8 ( n +26.5 / -34.4 +24.8 / -27.1 F ) +24.8 / -31.1 +24.3 /-27,5 O/ +23.3 / -26,0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES W 0 WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL �T N GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycomboore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit is Installed 5'-0" on each side of the nt'n `AAAAtg1r I11 /T�7, T ND c * : o� = i i� FLOP` •' m ve I g. 3. R302.6 The garage shall be separated from the 13 residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type Xgypsum board or equivalent. Where the separation is a floorceiling assembly, the » " N structure supporting the separation shall also g _ (p Motected by not less than 1/2 Inch (12.7mm) A s w gg `'"'` """" 61 r­ cc gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the a a&a N w _ 2 t � r ®p 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 ftnlshedgrade or other surface � ]:1 g d w y below on the exterior of the building, the operable window _1 g g B J $ m 8 3; shall with one of the following 3 listed methods - 3 ` Z Js x ha comply ng( ! "sly is 5• fT308.4.2 All windows within 2'-0" of doors and In W p s n s W shower or tub areas will be safety tempered glass. Z - e d a 6. Cfilling for exterior entries and Covered porches to I a c a Ln v Have 7/16'. span rated OSB nailed per zone on 1_I toof diagram nailing schedule or 5/8' CDX. $ � t' VAM FDSMG.COM ❑ ❑ ❑ m 1X T&G acceptable for substhutlon. -- 0 LID p 7.; R402.2.4 Access doors from conditioned spaces to Z i7 Id) Unconditioned spaces (e.g., attics and crawl spaces)N Z §hall be weetherstripped and insulated to a level equivalent to the insulation on the surrounding z N � A Surfaces, O °Q 8. M1502.4,5 Duct length The maximum allowable exhaust duct length shall be W z rD determined by one of the methods specified In sections M1502.4.5.1 through M1502.4.5.3 t/1 0 Q) y C D V bo N 9. Ceilings for exterior entries and covered porches to be 0 7/16" OSe On Underside of. roof trusses shall be attached to all framing members with 2x blocking O w provided at perimeter. The OSB shall be attached W/ 8d N d4 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 U-) m U rCili ccNnn ' attaches to OSB per manufacturer specifications - E REVIEWED FOR ODE COMPLIANCE T, LUCIE COUNTY BOCC FILE COPY AREA CALCULATIONS lat FLOOR TOTAL LIVING (AC) 2004 S.F. - GARAGE 754S.F. COVERED ENTRY (BASE) 45 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF anna s-F. CK Q N o xw <�I- ♦ QAM IyOM FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Fj Job Information: o Ln Ln o u v m u) 0 o 3: r v L0 1 ® Model Name / Number: 2000 ® Pian Issue Date: Wednesday, May 26, 2021 / KA PROJECT NUMBER: 21-4881 Sheet: 2 Or. FLOOR PLAN 1.0' 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 CONC. SLAB W/ 6X610/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI GONG. FROM FIR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FfG. 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 EXTERIOR SLABS SHALL. SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOIN'T$(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 OUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 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 PSFSEE 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 -1657 ( MODIFIED PROCTOR ) DESIGNED FOR A-bWVl►Ak1M 6&LdTFrAf g'( OF 2000 PSF, .J711�� MARK SEE DEPTH REINFORCING CAP, flWl F1,0 V-0• X CONE. 1'-0" 2 #b E.W. OCT. 2000 Fyp 2' W X ZW 1'-0" 3 #5 EW. ROT'. 7200 F2.5 2'8• X2'8" 1'-0" .3 #5 E.W. SOL 11000 F3.0 3'-O" X T-O" L'-0' 4 #b E.W. SOT. 15E00 FS.5 3%6, X3'8" 110•. 4 45 E.W. ROT, 21500 F4.0 4' 0" X 4'-0" 1'0" 5 #5 E.W. 807. 28000 F4.5 4'-G" X W-O' V-4" 6 #5 E.W. EDT. 34500 F5.0 5'-0" X 5-0" V,4* 6 #5 E.W. SOT 42500 F5.0 6'0" X 6'-0" 1'4" 7 #5 E.W. SOL 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ' ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING rLUIVIDIINU MlOr—M XxMilm SS - - --- - - - ---------------------- F275 F2.5 F2.5 , , M 1 FMO3 a i 3.1 M ' b, ti 1' 10" 31101, 3' 2" 3' 10' 3' 6" 3' 10" A'4'- 3' 8" 2' 4" 7' 0" 4' 4" VERIFY LOCATIONW/ BUILDER 100RERS - =- STEP DOWN 1 "___ ______ ----------------------------------------------------- ------------ ____i -/8" 1 HOSE ' FM01 BIBB b 3.1 p , \i42- a 7' 10" , , In W III I. I,__,,, ; o cn o,ll. of „ rr b„ , e p ' M i �S>�S\lS1l�S\'\SS��S11�'�11151'�SSY PROVIDE ELECTRICAL io & PLUMBING SERVICE THRU SLAB A ISLAND o a LOCATION (REFER TO FLOOR) � , M ' , ' FM 1 PROVIDE CHASE 3 FOR HVAC UNIT Zo , 2' 2" 8' 0" ' 4" 28' 6" N i in , 00. ._t__--__--_, 1 , W vw 10 C0 I I.'r 11 i io m r II 3X5 Iaim �i m D I I; F.G. I I LI"� J TO„ 3'0". ( ' SHWRJ 1 io 3.1 , ,i i ■ F2,5 b o a a a �. :' ---------------------- FM12 m _ , , W 4 1 �.`---- C.J. ____-- r STEP DOWN 21' 3" T 9" ' 12' 6" 2'6- 2' 10" 1' 10" --- ----- ---- --- 1-- co * s o i 10 `,' ' FM02 e- 8.12 f FM 1 �C� ..4J . , ; it 3.1 ' 1 � _ __ _ - ----. --- C.J. � —I-------�__; ■ ■ i `-��; '----'—" STEP N a jn 1 1 1 - g IA m i U MLz in 29' 8" a ; FM 2 1 r , , HOSE BB � 3.1 F2.5 I ; (2) #5 BARS 3.1 (2) #5 BARS ------------- ------ W/IN EA. F.C. , W/IN EA. F.C- ;■ Tom ■ -- -- ------- ------�------------------ - - -- ----------- REVIEWED FOR CODE COMPLIANCE ST. LUCIEf�COUNTY BOCC FILE COPY 4" 810. " 1' 10" 16 „ 1' 10" 2 0" 3 10" 3 10" 2 0 CO U N ®AT I O V P LA 1 V 1' 0" 1 I V 10, 01, 19, S" 6' 4" 12' 8' SCALE: 1/4" = 1'-0" 48',8' ELEVATION "All `'`,`11111t1 #IIIA�, i % Off' u` .,tea•, FLaR�•,• W Wa I 000 W Ln m :9 UAW per$ Wa. Q a,� a�\a � O ar@r a E o 9 LL Jo E 2 (5 cn U 9 fi ■ GJ J 7J a ' www.F)sB+G.COM ❑ ❑ ❑ Z — O Z N d Q 1 m On N � ./ {[f to C 0 w e. c V, = w c) —N E U law Q N o O hD ® DAM HOMBS FLORIDA CONTRACTORS LICENSE NO. CRC13, 0146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE T Job Information: G � u O � „ d c`D uJ m ® o ®.J�LI�Jq ('�J M J 0y ' V O V u7 L� P Model Name / Number: 2000 Plan Issue Date: Wednesday, May 26, 2021 KA PROJECT NUMBER: 21-4881 Sheet: 3 Of: FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. GREINF. GRADE SEE PLAN x 2 r O � (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8" OPTIONAL CURB FOR F F_ VARIES MASONRY 0 ELEV. 0'-0" - - — W/(1)-#5 BAR CONK. �'• N v • • REINF. N I 2 STORY: 20" X CONT. 16" (2) #5 SEE PLAN REBAR 16 (2) # 5 REBAR BEARING FM01 I SINGLE STORY FTG 1/2" =1'-D" FM02 I SECTION @ GARAGE 1/2" =1'-0' REINF. SEE PLAN F.F. 8" 711 #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. Ak GAR. FIN. FLR. v � ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE N • 2 STORY: 20' X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" = r'-O" SEE PLAN 8" 4" = 1'-0" I FM12 I STEP DOWN NON BRG. 1 1/2" = 1 SEE PLAN OPTIONAL CURB SLOPED GR)UT!j� OR MASONRY AT TO DRAIN 4"x 4"x 16' SEE PLAN ELEV. 0'-0" WITH � CURB o w TYP. SEC. (1) #5 BAR CONT. -I I(G.C. VERIFY) z REINF. ' • F.F. (SEE PLAN) d 2 #5 CONIT. INSTALL LINING "� 2 #5 BENT BARS W/ MATERIALS PER" y y MIN. 25" LAP SPLICE FBOR P2709.2 MUDDED FLR. SLOPED 70 DRAIN #5 CONT. MIN. FM14 I SECTION @ RECESS SHOWER ur=r-0" FM18 TYP. STEP FTG. DETAIL 1/2' 1'-0" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 NT REINF. SEE PLAN F BY COLD BENDING THE BAR WITH SEE ND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25' j c CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.0 FM19 I TYP. CORNER BAR DETAIL I11/2"=1 STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (O.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (h) d l STORY d 2 STORY b i STORY b 2 STORY IN STEM WALL 0'.0"-2'-0" 8" 10" 16, 20' W/ (2) #5 BARS <674# 6'S" >2'-0"-3'4' 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32' 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4'-O" - 5'4" 16" 16" 48" 48" & #5 0 18" O.C. TRANS' 1162# 2'b" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES' SEE CHART ABV. AlAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HORIZ. CONT. TIED' EA. VERTICAL REINF. BAR— #4 TURN BAR 0 STEM WALLS GREATER THAN 4 O" (1) #5 HORIZ. CONT. TIED' EA. REINF,VERTICAL FIN GRADE-8MI" MIN. TO TOP OF STRIP FiG. COMPACTED CLEAN IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE IS SHOWN) COVER d FMASW I STEM WALL SCHEDULE E #5 REBAR A/C CHASE—� 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM23 I TYP. FND PENETRATION 1/2'=V COMPLIANCI JCIE coUI 4 ¢ BOCC 1. VERTICAL• REINF. IN SOLID GROUTED CELLS AT ALL FUREAli. rl3} R P" 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" RBERMESH CAN NOT BE USED AND NERT. F.C. ABV. TON. #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0' INTO SLAB/ STEM EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #g CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE ✓is" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 016" c O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h • TALL (TYPICAL ALL CORNER,%) O.C. 6.IF STEMWALL IS WITH IN 5'-O" 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. b 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 6 e � I Sg Y�1 m00 co Lo 00 r $ U8 6a LL D' fi 8 3 w m m a_9��E a a g I8.1 �m 2= w 3 2 s 0 Sapr�aaa IL @$ k�e'a 0 c a k o m� zaE 2 WWW.FDSMG.COM ❑ ❑ ❑ z o z — o � Z Y 5 J N W a — In Z � N (9 m w v m u—m O w2 c L Ln � m p J U — C4 E w II�� ® F U III U `0 ®s cwap Q N O YID /MM \ W DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRCISBO146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O z c .—I Lo W M m o dj z Lo 11 I—�0 3 M a Q J Lu M o JmV)(f) L0 VI Model Name / Number: 2000 VI Plan Issue Date: Wednesday, May 26, 2021 KA PROJECT NUMBER: 21-4881 Sheet: 3 w Of: SCHEDULES & DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,004 x 3 6012 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF 'A" = (.40 x 24,562) = 9,825 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL o m 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PROVIDE DISCONNECT AND GR/WP OUTLET PER -CODE FOR A/C COMP --------- ®---------------� , , INSTALL FAN BOX PREWIRE WP GFI INSTALL FAN ® BOX PREWIRE / FOR D/W FI ,T 1 11 I _ IIGFl ; W/ LIGI'�1' " GFI' I I IGP 0:O $ ,EN: I ' „ FOR HOOD ---- O GFl , 1 GFI i I ----- GFI I t, I I ® r OM EGA, INSTALL FAN / BOX PREWIRE CHIMES I ,rim ' 220111 220 220 GFI `N. H. r D w 42" - _-_, GFI w � GFf W ,I (tb // AT11C ECECTRIVI,, IF RF;Q'D BY E / GFI - — - —_ GFI � GFI 042 FOR GARAGE FOR GARAGE DOOR OPENER DOOR OPENER I 1 1 I 0 42" i HOSE BIBB I I ' - INSTALL FAN BOX PREWIRE 4 INSTALL FAN BOXPREWIRE [ INSTALL FAN BOX PREWIRE ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "All 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. ALLTRIM 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 USTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT. EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL. BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 1-0. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OFTHE 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 134501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W 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 OFTHE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OFTHE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH db FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE o—n--IT TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET ,L W GROUND FAULT INTERRUPT N ' 7 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER Q RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINALAMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR E 200 AMP SERVICE : F 200=2/0 COPPER OR 4/0 ALUMN ;a�psA/+ IN 2' CONDUIT , �z®dg"iX d C METER MAIN COUNTY DISCONNECT 200 AMP AIC DISCONNECT UNDERGROUND SERVICE BV POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS 7VP 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 FILE COPY NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER Ca sm (coq m�00 g w 4 HE NN ry w a �w L4a�m�s °' awc o P5 MIAg�.�4' coIL LL m DER@ o U7 O He!- W 9(y)) WWW.FU8ENG.COM ❑ ❑ ❑ 0 z 7 —0 Z o *vim � rn Z rn C4 t!1 m D �` o � Jy w `1i/ L =1 c i(C UIN i— 3: Q cmom I ��m # DAMS I�HOM FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: ' 0 Z � � c � LtJ m O G LO v J G) in r7 ® —J LLJ Z) m _I m co U) `O IL Fl Model Name / Number: 2000 Plan Issue Date: Wednesday, May 26, 2021 / KA PROJECT NUMBER: 21-4881 Sheet: 4 Of: ELECTRICAL PLAN TOI a A 4E" OFF RIDGE VENT 4F DFF RIDGE VENT 48" OFF RIDGE VENT TOP OF BLOC UP UttiL1VK — - 0 FIN. FLR. cD TOP OF WINDOW El 1A3 SH 25 SH LITE TEXTURED DECORATIVE SMOOTH RAISED CEMENTITIOUS COATING CEMENTITIOUS BANDS w/ 2'-0" RETURNS _ FlN. FLR. o LEFT ELEVATION SCALE: 1/4"=1'-O" 48" OFF RIDGE VENT 4W OFF RIDGE VENT nF RI n( K VENTILATION CALCULATIO r.,uw _ cc / 9nn / Q * 4 AA. - - 0 -- I-M..nn ..a v....4i.".. Soffit:'Product provides Ridge vent provides Off ridge vent provides Overhang distance S.F. of Area to be vented (SF) Total needed for exhaust for upper 1/3. Total needed for intake (soffit area,. lower Number of Off Ridge Vents for upper 1/3 needed LF. of Ridge Vent needed can be used in combo with ORV) Lineal feet. of Soffit needed. to meet required LinealFeet of Soffit provided by. Ian TOP OF BLOCK TOP OF WINDOW ❑ O LITE TEXTURED DECORATIVE O ro CEMENTITIOUS COATING ro TH RAISED. Czo EMENTITIOUS BANDS w/ 2'-0" RETURNS FIN. FLR.. 25 SH 25 SH FIN. FLR, DOOR STYLE MAY VARY CEMENTITIOUS COATING REFER TO SPECIFICATIONS REAR ELEVATION SCALE:1/4"=1'-0" RIGHT ELEVATION SCALE: 1/4"=1'-0" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 12 6 "RAISED BAND BRG_® ENTRY —'— _ - - - FILE C09 T_OP OF OPENING_ MOOTH RAISED T TOP OF BLOCK_ _ _ _ _ EMER UB BANDS -0_ _ TOP OF BL CK (/ 2'" RETURNS - T.0_W. ® 03 n n nmin MM 6 FIN.yFLR. 111 11111 1 10100011 0 a FE11lul 0 8'x7' 16 PANEL 16'xf 32 PANEL SMOOTH RAISED 3068 w/ 16" L LITE TEXTURED DECORATIVE OVERHEAD DR. OVERHEAD DR. CEMENTITIOUS BANDS TRANS.ABOVE CEMENTITIOUS COATING w/ 2'-0" RETURNS FRONT ELEVATION "A' SCALE:1/4"=1'_C" p �rC N0 ,+ L p �If�ii �liD➢1i919'i N C N I V t0 1-t 0 ' g m to 000 m f LO 00 T- �g-W �OS mria'_d �m'a Qm�Z w 5 Mg_8 a a 6g S w 8 YI s Z mP s[ d a r o�U iht WWW.FDSENG.COM ❑ ❑ ❑ Z Z a d y — L0 Z r v y� fV3 a O W 2 to c t!1 2 ro U lV E W mo oo U 00 o d o L" I- Q tr O a a DAMS Homts FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: O to o � M m � ®J Lu m o �mC/) (n / Model Name / Number: 2000 / Plan Issue Date: Wednesday, May 26, 2021 / KA PROJECT NUMBER: 21-4881 Sheet: w Of: ELEVATIONS - A SEE DE G.C. TO PR( BLOCKING- W/ APA RE( FOR SPAN F SHEATHING SEE"HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX TBO3 J,USED, FOR WIND SPEEDS c 160MPH ** ALTERNATE SPAN RATED 32/18 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF16/32" IS THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS 4 o a a z W 4 Q R EQ. _ _ "X" DETAIL BRACE TB01 SEE -CONTINUOUS BRACING `~ 2 X _ BOTTOM 4 MIN. SEE CHORD DETAIL TBO4- - - - IVIDE �0 COMPLY ;OMENDATIONS ATING OF jE_ DAIL - - - - _ _ O O <a-1 W BOTTOM CHORD GABLE END BRACING @--/ LOP CHORD 2X4 #2 SYP 4'-0' O.C. MAX. FOR FIRST (4) BAYS BLOCKING 0 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND FISH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY I B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE [4:12FI12:121 (SQ FEET) (.)VALUE DENOTES SUCTION e=4TL „ .148414 10 AREA ROOF 1 20 2n 2r 3 3e 3r I,B 7f�1 HIP -37.02 51.0E 51.0E 57.0E 10 GABLE -37.00 -37.00 -58.99 -58.99 58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE) - ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2B, 2n, 2T. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ZONE 3, 3e, 3D ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O Q SHINGLE: la32" EXP. 1 (9620) TILE: 'R32"EXP. 1 (MI20) T NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Sd (2 38" x 0.113") NAILS r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG 14:12]-[12:121 RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 1 S" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM y SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN V. 0 NAIL AT BASE 2 ROWS @4"O.C. w/Bd COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4"D.C. w/Bd COMMON NAIL. © NAIL OPENING PERIMETER w/(2)ROWS@4" O.C. w180 COMMON NAIL. Q NAIL INTERIOR AT 6" O.C. w/ Bd COMMON NAIL O STAGGER ALL VERTICAL JOINTS & NAIL @4-O.0 w/Sd COMMON NAIL O PLYWOOD SPLICES O HEADER- NAIL SHEATHING TO HEADER W/ Od COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q(2)8d NAILS @WO.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END, EXPOSURE 1 SHEATHING I It v7___ PROVIDE BLOCKINGAS REQUIRED PER SECTION X-X IF NOTFULL HEIGHT SHEET FLOOR SYSTEM NOTE: ad NAILS FOR WALLSHEATHING MAST BE MIN .131'X212". 00 NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN IS' (2).2x TOP PLATE BEYOND 15/32'OSB EXPOSURE /_SHEATHING Off .wa ,X E. LL LL IA ALL----- IN(9 - 3x4 P.T. BASE PLATE BEYOND SEE A PLAN 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM LOCATIONS PANAT CATIONS LMINL N 9 TURNED VERTIG i S0002x BLOCKING III 111 11 II 11 1 111 I 0ALL SHEATHING u% EDGES III III II 1 11 111 II 1 11. 1 (SEESECTIONX-X) Q III NIL III C III II ii 11 1 III II II I 1 III II II I w { ifi � NII III III. ..III OPENING II 11 11 I 111 II II I I II ___JL___ 111 ___ 11 --_ --- II __- II w x .III III :III C 111 X III II II I II 11 a0� y II __ X I III !I1 ------- III T j I II II II - I 2. MOB BEYOND. ttOyy III I I I I IIII 11 II II SEE PLAN x y IIII II IIIIII 11 II II I IIII I I II i I I 11 II I 1 II II I I O= II IIi I I I I I I II IIII III 11 II II I y- IIII IIII 11 N 1111 I I 11- I II II 11 I HI 11 II 11 1 FLITCH PLATE TO WI (2)12d ° _NAIL 3'S" TOENAILS EA, END, NAIL FLITCH 5 WN, PLATE TO VERTICAL W/ (4) Sd SPACING NAILS 3/4" S � \ F1/2"� S / ISTAGNAILS@3"O.C. I_L SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. ■ CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2000 Bev A 30F TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTORS) CONNECTOR UPLIFTFASTENERS NOTES UPLIFT : DESIGN RATING A025-ACES, C1-CS, CI,C1C, CIV+CSV, L/R -ll94#or less HUA16/PER TRUSS MFG 1810# (9)10dx11/2 E2A, E5, E7, EV, GOES -CUSS, H5, H7, H7V C1C, CIP CAP, E7P, H2, H7P L/R -459#or less HICA/PERTRUSS MFG 3040# (MSd TOP PLATE (9)10d X11/2 TRUSS' A07-A15,BO1-304,D01,002. L/R -1396 #or less HETA16 / HETA16 1810#/ISID# (9):10dx11/2 2)10d x 1-1/2 . A015 L/R -918#or less (2) HUA16 / PERTRUSS MPG 2365# (10)10dx11/2: T(00)10d x11/2 A16 L/R -2125#or less (2): HUA16 / (2) HUA16 2365#/2365M :JJO}lOdx11/2. (22) 10d w/(1)5/8"ATRw/1S'EMBED& 003A L/R. -5989;1/UT Ie;£ MET/(2)fGTR S9B5#(94509 d36)1/4 x3 SDS '.I SIMPSON"SET'EPDXY @MGT& - SCREWS 2I3/2 x$'.'TITENHDBOLTs@C& K01,L02 L/R 8'd0 NF5grI IF " H10A/H10A"= 104,0#f 10gp#. (18)10dx1-1/2", LO1 5'3L%i(„ a'3R54 #dYi834 ., ,. j{)HTs>LD 7(2)HT92D 282d0/2h¢0i1 (56130dx11/2 G -- f - 118) 10d x 1-1/2" CIS-055,VO1v05"LYR,: ed876at14s§ PER TRU$S�MFG .' TRUSS LAYOUT "A1l SCALE: 1/4"=1'-0" ROOF CRITERIA -16" OVERHANG 40 EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING SIMPSON - CONNECTOR SCHEDULE MARK TYPE CONNECTOR& FASTENERS SPF SYP OFRAMETO MASONRY FETA16 w/(9110tl x 11/2" OR HETA20 w/(9)10tlz112" 1810. © FRAME TO FRAME H15Aw/(10)8d NAILS 535 50 Na/FRAME TO FRAME H1MW/(18)IOd xi l2• Hl0A-2 wl(18)/0d x I UT AT 2 PLYTRUBSE9 101& 9M 1040 1090 FRAMETO MTS12wK14)lGtlx112'(AT EXTERIOR USP-CONNECTOR SCHEDULE CONNECTOR & FASTENERS SPF SYP HTA16wl(10110d 1117 OR HTA20 w/ 110)l Od x 1 112" 1585 iB70 RT7Aw/(10)8d NAILS 615 585 FffT Aw/(17)10dx 110 w/(16)1Ddx 1112'AT2 PLYTRUSSE9 IRS S35 1020 1060 2 w/(14)10d x 1 12" (AT EXTERIOR O am 990 1005 119E FRAME LOCATION INCLUDE (3) TOENAIL LOCATION INCLUDE (912d TOENAILS) MGTwI(22)lDd NAILSANO578"AT.R.wl12' 9330 NAILS AND 51T A.T.R.w1 3930 448E OFRAMETO MASONRY EMBEDMENT w/SIMPSON"SET"EPDXY 3"MUGT75W(28)10d 1Z" EME1EDMENTW/ SIMPSON "SET"EPDXY FRAME TO HTS20w/(24)10dxll,2(AT EXTERIOR H1W20w1(24)l0dx 112"(ATEXTERIOR 1285 1530 F FRAME LOCATION INCLUDE S)12d TOENAILS 112E 1310 LOCATION INCLUDE (S)l2d TOENAILS FRAME TO (2) HTS20 W(48)tOdx 11IT AT EX7ERICK (2)HTW20 W/(48)tOtlz11/Y' TAT IXTERIOR SO80 .FRAME LOCATIONINCLUDE (8)12tl TOENAILS �''� 2820 LOCATION INCLUDE(B12d TOENAILS (EI1) 2570 HGT-2w/(16)I0d NARSAND(2)518" AT.R HUGT2w/0G)l0d NA1LSAND(2)5B"AT.R. © FRAMETO W 12' EMBEDMENT W SIMPSON'SET" 10690 w/ 12" EMBEDMENT W/ SIMPSON "SET' 7020 9790 MASONRY EPDXY (HGT4I FOR 3-PLY) EPDXY (HUG" FOR &PLY) TO FGTR W El 8)IN- x X SIDS WOOD SCREWS 3400 RFUS W7(12) WS3 WOOD SCREWS AND 7100 OFRAME MASONRY AND (2) 12" x7 TITEN HD ANCHOR BOLTS 4725 R)&4"xWWE1)GE_BOLT (11 LGT2 w/ (16) ll SINKERS J1 FRAMETO &17)IM"x2-1/4"TITEN2 1740 2030 MASONRY SEENCTE#SBELOW J2 FRAME TO MASONRY/ (2) LGT2 wl (32) 16d SINKERS & (14) 1/4'x 21/4' TITEN(2 PLY TRUSS)' 3500-M 4080-M (2)LUGT2 M (32)16d SINKERS & (10) lWx3° WEDOEGOLT(3 PLY TRUSS) 310" 310" 3240-F 3770-F 380DF 4520-F FRAME OR a&)16d SINKERS FOR FRAME (EA) OR (32)1Sd SINKERS FOR FRAME (EA) J3 FRAMETO (2) LGT3 w/(24) iN' x WSW SCREWS B' TITEN 8(52)16 4730-M 6670-M (2) LUGT3 W(24) IW x 212' WS25 SCREWS &&"x6'WB(2PLV TRUSS) 64" MASONRY/. 5010E 8880.E B43(/-F (AaDF T/10F nl5 FRAME SINKERS RFRAAI (E OR (52)16d MNKERS FOR FRAME (EA) OR (58) i6tl SINKERS FOR FRAME (EA) 58)lBd BEAMTO HW10OPT.HUO410w/(18)l6d&(10)10d OW2680 F HD4100THD41GFw/(20)16d&(10)10d OU3080 O BEAM NAILS LOSES NAILS U*1950 TO HU410 OPT MC410 w/(18)TIrl G#4600 1113410 OFT HD4101F W(2011M" x 7 GA7365 OBEAM MASONRY IW x2314"&(10)1Ed NAILS U01800 WEDGE-SCI&(10)1Od NAILS U#850 BEAMTO HU4BOPTHUG46Ws)l0d'.NAILS& GMW GM0M NINE OPT HU46 W 18) 10d NAILS& G#1825 GM015 O MASONRY/ 02) IW x 23W TITEN TO MASJ U#980 LAMM (12) 1W X 231V TAPCONS (TO MAS,) LWI030 U#850 FRAME OR (12)161 & (9)10d (FOR FRAME) SYP-F SYPGM OR (12)1Bd &(6)1 W (FOR FRME) SYPF SYP-M FRAME TO430 (2!) HETA16 OPP (2) HETAZO 1980 1920 M HTA16 OPT (2) HTAM O I4PLYxd(10)l0dxl UF'OR 1-PLYw/(10) I Od x 1112" OR MASONRY �� 2N'LY W 112)1M 2365 2%5 2-PLY W/ (12)16d 20 43 HTSM16 W (8)10d NAILS AND (4)1/4'x219' 955 1110 HTWM16 M (8)10d NAILS AND (4)1/4"xl 3M" 1145 1225 FRAMETO TAPCONS WEDGE -BOLT N O MASONRY OR HTSM20W ITG)l W NAILS AND (4) 1/4•x21 W 955 1110 HTWM20 W(10)106 NAIILLS AND (4) 1/4W31V TAPCONS WEDGE -BOLT 1145 1225 OFRAMETO P H10S wl(0) Sd x112" RAI US AND (2) 318NV ]BO 910 MASONRY TITAN HD DTT2Z.1(8) I1V xi 112' $DS WOOD DTB-TZ vd (8)114' xl 1/2' WS15 WOOD FRAME TO SCREWS AND(1) 12"R A.T.R. EPDXIEDw/ 183E 2146 SCREWS AND(1) 12" 8 AT.R. EPDXIED wl 1510 183E MASONRY SIMPSON 'SET' (SEE NOTE 04) SIMPSON "SET" (SEE NOTE 84)FRkM. HTT5Yd RS) 16,14 110 NAILS AND (i)Sr8°S HTT45w/(26) 16d# 11Y NAILS AND (1) ® A.T.R. EPDXIED w/SIMPSON'3ET• 4375 W90 I 51WH A.T.R. EPDXIED W SIMPSON"SET• 6006 N1SONRY (SEE NOTE IM BELOW) (SEE NOTE MM BELOW) HTT4w/(18) lrAQ I/ZNAILS AND (1) 508"6 FM45 W(18) 1Sd .2 12' NAILS AND (1) O FRAME TO A.T.R. EPDXIED w/SIMPSON 'SET' 3840 4236 I 518-0 AT.R. EPDXIED WI SIMPSON 'SET' - 4160 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE 04 BELOW) OFRAME TO H103 w/(1A)10tl xi 1/2'NAILS 785 910 LUGT7 w/(23)Btlxi /2'NAIL9 875 7045 FRAME OFRAMETO HM9KTW/(4)1/4"x1121SOSWOOD 760 760 RT16Mwl(9)l0KIx11151'NAILS& 1395 1395 MASONRY SCREWS&(6)1/4'Sd V4" TAPCONS (4) 1M'x 1 3/4"TAPCONS Vol (16) JM.a" BOB WOOD SCREWS& VOFRAMETO MASONRY (1)5/SH AT EPDXIED.1 SIMPSON "SET" 3555 4940 M 12" MIN. EMBEDMENT FRAMETO (2) VOT w/(32) 19'h8• SOS WOOD SCREWS O &(2) 5W 9 AT.R. EPDXIED w1 SIMPSON 5170 7183 MASONRY •SET-w/12'MIN.EM060MEM FRAAME VEIT V # (16) IMl SDS WOOD SCREWS 8 MUGT75M(22110d NAILS NTT45 w/118) O FRAME HDU4-SDS15 w/(10) 1/4"x2 L2"BOB WOOD 3255 4585 10d NAILS&(1)S41"H A.T.R. - 4160 SCREWS 8(1) 5W H A.T.R. (2) KrT6vd(52)16d-x211T NAILS& (2)HTT45 w/(52)i6d' VT' NAILS OFRAMETO FRAME (1)&S"9 AT.R.(SEE NOTE#4) 4375 woo &(1) SWR A.T.R.(SEE NOTE IN) - GOES 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS BEAMS wI(2) 12d TOENAILS. 2 ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER. U.N.O ON PLAN. 3, G.C. MAY USE EITHER SIMPSON OR LISP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP 412"A0 TO TRUSS VERTICAL' WEB d(2) ROWS OF I Od NAILS I@ 3" O.C. STAGGERED 5. iT MIN.A.T.R. EMBEDMENT@ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD W 4'.0"2x SYP M (MATCH CHORD LUMBER SEGI)w/(2)ROWS IOd@4" FROM END St 4'. O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. U MINIMAL CONNECTOR UNO ON FRAMING PLAN _ - - 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24.OR 37 O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS BEE DETAIL F012193.1 FOR MORE INFORMATION 3, CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS" WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32- DO MAX Nd(2)AT EACH CORNER. GA. TO VERIFY LOCATION DOES NOT CONFLICT W/TJ1 OF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMSw/(2)12d TONAIL9 BO . MINIMAL CONNECTOR UNO ON FRAMING PLAN i.CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM _ \�f MINIMAL CONNECTORUNO ON FRAMING PLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH,) SHEATHING -SEE IRSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL. EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 IF ROOFTRUSS LAYOUT SHOWS NOTE S,T FRAMER 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 FOS. q 1=A11r1;;,, FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST C.M.U. OR ICF WALL ° SEE TYP. WALL SECTION 2x2 #2 P.T. MIN. FASTENED PER NOTE 2BELOW. - CONT 2 x 4 NAILED TO BLOCKING W/ (2)12d NAILS - 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPAI SPECIFIED FOR COMPONENT AND CLADDING 1 2. 2X2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.14 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRE FILE COP 4-1A,:�2x METAL DRIP EDGE 2 x SUB -FASCIA ALUM FASCIA BLOCKING NAILED TO TOP. CHORD OF EVERY OTHER TRUSS W/ (3) 12d NAILS, TYP. (**) (***) CONTINUOUS SOFFIT BASED ON THE DESIGN PRESSURES IN THE DESIGN CRITERIA ON COVER PAGE I.C. FASTEN TO CMU W/ 3/16"X3" TREN 2 4" AT 16"O.C.) I(**)ALUMINUM SOFFITS> 154" BLOCKING REQUIREb. I I(***) VINYL SOFFITS > 1-'-0" SHALL HAVEI FOR SOFFITS < 1'-4" MID.BLOCKING NOT REQUIRED MID BLOCKING PER R704,2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1•-0" 2 91. a R00 1 S 8,5 EIC13 F tOn m ;ns� 4 O� m N 0 lit �- o T"6 3E6 1 1°- P WVM'.FDSENG.COIM ❑ ❑ ❑ Ili Z p z n acn � N a In- Z C4 *(� L9m d fO W C o V) IL, w C w m N C v mNm7Y T_l� ¢'rLN'om 5e FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: 6® Lb � \ In cl J N ® ® _II Ld ®i m o J Do e,,., Do ,^ �J Ln LL ® Model Name / 2000 ® Plan Issue Date: Wednesday, May 26, 2021 ® KA PROJECT NUMBER: 21-4881 Sheet: Of L LF LF —TYP. TIE BEAM W/3000 P.S.I. CONIC Ve/1 #5 REBAR CONT SIMPSON SP4 W/(8) - 104 X 11/2 SP6 OR SP8 FOR.2x6 AND 2x8 WALLS _ DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC, W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL t' a ;r. (3)12 SYP/SPF P.T. (3)1/2" X 8" "J" BOLTS OR 4 (3)1/2" X 6" EXPANSION < ANCHORS DR (6) 3" X 114" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE 8F 12-1 B/1 PLAN FOR MORE INFO MS03 FRAME (RAAv /BRG/SHEA) WALL O N.TS. RM85 12" LINTEL DETAIL #5 REINF. 20" MIN. LAP BAR. q #3OR#4 REINFORCING BAR /8« #gA#41 AP SPLICE 5 #5 STD. 90° HOOK 05 REINFORCING BAR — #5 LAP RPI I(IF SCALEJ"-1'4" " MIN. LA #6 REINFORCING BAR a GRADE 40 U.N,O. #B AID= MS05 REBAR SPLICE DETAIL - GRADE 40 N.T S. ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X tab" 12' O.C. 1 2 x 6 1/4" X 214- 12- O.C. 2 2 x 8 1/4" X 244" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. :PRECAST- -- - LINTEL n a i (2)2X P.T. > BUCKS W/ , 1/2" O.S.B. ' BETWEEN FASTEN Pr 2 NAILER TO MASONRY ( i IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL —FORM & GROUT SOLID BAR CONT. LINTEL BEAM: _ J. COURSE LINTEL BLOCK W/ 1 # 5 NOINSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR. PLAN. FOUNDATION RAN MIN. LAP 25- (ACI 530) FOR MORE INFO TOP OF SLAB N.T.s. I MS021 TYPICAL SHEAR WALL SECTION N.TS SCAL91 1/4"=1'-O" ELEVATION "All AND 'aCR" GO 0 GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS AFE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRDUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. w LINTEL MIN. DEPTHS. ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F=PLLED WITH V0 UTyU-UNFILLED SREBAR ATTl1P MIN. (1)fl Q'O R-RECESSED QFT. or is =_,IrCLEAR AR 0UNITE OF OF UNIEL CATTY CAVITY r $ TOP KNOCKOUT E2+ T LINTEL BLOCK COURSE F16-113/1T �o toi LANTITY roGROUT OF WIDTH #S REBAR aT #s REBAR AT TOP BOTTOM OF UNTELCAVITY NOMINAL. "EMT n TTOM RIE NFORCING 7b 'ACTUAL PROVIDED IN UNTEi (VARIES) TYPE f1FFIC.NATION S' NOMINAL WIDTH ('FNERAIrCONCIR .. . MATERIALS GPNERAf INSTAL I ATION NOTFA 1, fa precast llmels=ASM psi. L Pnwide Nl porter heed and bad joints. 2, fc prestressed lintels = 6000 Psl. 2. Shora filled intele as requhed. 3. granted per ASTM C476 fg=a"psi w/ a hatalMAm of llntal must cornpty With the emrxecluml and/or structural dreahgs. 4. n»Tmlpt 3/8' eggregste ant W m 11' slump 4. WTmel, lam mNFlfacbured with 51/2' [erg lanterns, at Bra epos to emonvnodate S. ConermemASanryunm(CMUTper Asrocolw/ ""Baal cell mlrPop:ing Ord grouting minimum net ama MarOmsive strergm=2(IOO: Pei. S. All IImNa-W or ..ad L/964) will except llrbals 17'4"Ord 6. Reber Per ASTM A615 Grses 60. onger With a nominal MliFlt pit S" meet or exceed L/160. Prestressing Apart per MW A416 green 6. 1101 n "1 added :.bar to be located el6m bott,rn of bins lintel ca tad. 7. 270 pw ponesp ion. 7. 7132" dlamaRr am azirruix re velded to bra bottom deal per mechall er<hersge. 7/32 wire per MTM A610. S. GAlaplrfcleoncrt ms7MPro dadlncomposftvM lnllauefcorande S. Marta' per ASTa C270 type M or S. meeonryupli 9. SAN load ndnga boned m radio w design Mayas par AC131B and AQ 530 M Bell PraMet Approwl No. 158.1 11. TM exterior audaO, & Irma inatMMd h etleler concrete meeonry Weial sag h. a meting of Its. applied In acmrdence With ASTM G926 or other apVroued ceeUng. U. Lintel, plead Imilwa euety wfh wHtcel (graft and uplift) and troYrsontal lleterel: leach ahOW be chechle for cMUM eval and, are miming squrtbn: l piledwnpallesel APNiad herlaMal pad < LO Safe wrUwl lend Safe hodmntel load — o01070 1070 8RF6-0B/1T. 8FSOB/ST 0 0 0 0 - SRF3418/1T 'BF161B/1T •O: © D D SF2P1B/1T O O O O O O ' 8RF22-16/ST SF24-iB/1T O O © BF2818/1T •�' O o BF32 1B/1T O N N g UJ .BWB� �y�$PEv a a w a mLL CLLuN g z LL yFW -e ¢ k °�E9N 8 iq p 8 2' Z C) a N rEr 'w WWW.FDSENG.COM g ci Z c3 O Z,cq oY O — w� � c Ln 4 P- (6 U _ N E U N�� �Q C Y -Y ¢�{ A DAMS HOMES REVIEWED FOR Ai a �I _ o�unnuuunat� CODE COMPLIANCE FLORIDA CONTRACTORS LICENSENO.CRC3330145 STa LUCIE COUNTY 3000 GULFBREEZE PARKWAY ®6,Ci GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE PRECAST 'U" LINTEL W/ 3000PS1 CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL . Job Information: LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE 4 4 HOOK STD. 90 HOOK `} ANCHORS _ .� / (TYP.I *a F. T GE COPY STD, 90 DEGREES REBAR ON BOTH SIB .ANGLE 3000P8.1 OF OPENING U.N.O. CONIC. W/1 #5 D TYP. BOND BEAM PROVIDE KNOCWOUT REBAR 8' x S' x 1S" K.O.LO LINTEL BLOCK �O 0) . BLOCK FOR FIRST FILL W/3000 P.S.I. W ` -4,•. COMPLETE CIKU COURSE CONC. W/1 #5 DIA. (n OD - BELOW SILL& FILL SOLID REBAR .. W/ (1) #S BAR FOR ALL T10 U �• - WINDOW OPENINGS 6'.6" `J' • AND LARG INDICATES FILLED fv% 'J 81 x 8" x 18' CELL FROM FTO. TO t,..) M d CMU U.N.O. BEAM BAR MIN TIH 1 #5 wawa Q J w � 07 O JmU)(n n LL VI Model Name/ Number: 2000 TYP. DOWEL 25" Plan Issue Date: MIN. LAP(ACI 530) Wednesday, May 26, 2021 VI KA PROJECT NUMBER: 21-488.1 SEE FOUNDATION ' •SEE E0iINDATION PLAN , FOR L®CCATIONS Sheet: Of: PLAN MR L MS01 BLOCK WALL REINFORCEMENT n.rs. LINTEL PLAN 2x6 #2 SYP P.T. ° W/ (2) Wi AY WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" ° "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN, 5 PER JAMB, o L SECTIONAL ® OVERHEAD DOOR ,e�wluu nLsoq CONT. P.T.#2 �,,��lz�o T0RR e WOOD SYP 2" X 6" ti e F ..S . TRIM Q Q . � N E V i � Zx6" P.T. WOOD JAMB V No i ei x : OF c� P DOOR AND CONNECTION PER GARAGE SLAB .%q SF �\Q GARAGE DOOR MANUFACTURER v TYP. GARAGE DOOR sA TRACK MOUNTING DETAIL no 0 aD C a y 3 M$12 OVERHEAD GARAGE DOOR ATTACHMENT N 1 5 e'pg ei °r° 0. �- ES OR ¢rvm J J J g€€ W g9� � pp o3M$ € a a BLOWN IN R30 INSULATION PER FBC�LL O'=.�+� a O AND ENERGY FORMSUBMITTED WITH 8Q al z o PERMIT APPLICATION PROVIDE BAFFLES _ BLOWN -IN R-301NSULATION PER 12 € V w W m m a AT EAVES (FOR VENTED ATTICS) < " v s �' -' FBC AND ENERGY FORM SUBMITTED ; TILE ROOFIBERGLAFSPERI ELEVATION) ° 0 N o I y 12 WITH PERMIT APPLICATION SEE PLAN ( ) s o I\ —� OVER APPROVED UNDERLAYMENT 8 Z a o° PROVIDE BAFFLES AT EAVES \ 13z °' d o in SEE PLAN (FOR VENTED ATTICS) PER FBCR SHEATHING - OVER APA SCHEDULE - FIBERGLASS PRE ENGINEERED WOOD ROOF SHEATHING -SEE �' v�nnv.wsens.caa ❑ ❑ ❑ ' SHINGLES OR TRUSSES @ 24 O.0 [RSH) - ON FRAMING SHT. FOR TILE ROOF (PER ELEVATION) , SHTG & FASTENERS. '- OVER APPOVED UNDERLAYMENT z " a PER FBCR 905.1.1 OVER APA ! Z o ROOF SHEATHING -SEE SCHEDULE- ; TRUSS ANCHOR (SEE PLAN) z w PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR ��`"~ J��.h.,"�.1`J�.Jl�l.l`..� _ _ _ - - SEE PLAN FOR F albol TRUSSES @ 24" O.C. SHT'G & FASTENERS. BRG. HT. a N 1/2" DRYWALL 1 ! ` TRUSS INSTALLED (SEE PLAN) TRUSS PLATER . • P ETAL DRIP EDGE z N TO BE INSTALLED ON OUTSIDE u „ u u +r a u 11 v +r „ a i, i FACE 3/4" P.T. NAILER 2X SUBFASCIA co `J�� `,-J`� _ — - — - — - — - — - I •R SOFFIT. SEE ARCH. 1/2" DRYWALL iI PLANS // Ln I -0-METAL DRIP EDGE CURTAIN NAILER f 8 x 8 x 16 K.O. 1/2" DRYWALL 1 x 4 P.T. @ WINDOWS rl left A LINTEL BLOCK CONNECT ALL 2x STUD ZX SUBFASCIA 1 x 8 P.T. @ S.G.D. n O.H. W/ (1) #5 DIA. REBAR & In ic m TO TAP PLATE WITH (a) "", SEE ELEV. 3000 PSI CONCRETE (� SOFFIT. SEE ARCH. S6d TOENAILS PRECAST "U" LINTEL / 2" DRYWALL _ PLANS SEE SCHEDULE 1 Wu x 0 SEE PLAN FOR HEADER SIZE oD -� Office 15/32" OSS EXPOSURE 1 ON MAXIMUM OF (3) - ZX PLATES MAY BE O.H. EXT, WALL W/ ALL EDGES BLOCKED. i ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE 7813 FOR NAIL ATTACHMENT. DAM HOMES(OPTION) STAPLE: 16 GA. 1 3/4" PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL-(1) #5 DIA, FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. „ CONC. W/ /L LOCAPTIONS 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 SHOWN ON FOUNDATION VINYL FRAMED WINDOW W/ SCREEN & FLOOR PLANS (QC, TO VERIFY W/ FLOOR PLAN DIVISION LOCATION: N LOCATION OF OPENINGS IN r REVIEWED FOR EXTERIOR WOOD WALLS. IF. NO �r09m®�iS.'���i. OPENINGS ARE INDICATED, FULL ^� PORT n: LUCI E STUDS ARE REQUIRED). (VOTE; 44" MAX. SILL HGT, ON ST. L CI COUNTY ® Job Information: ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW BOLC W/ SCREEN WINDOW STOOL A CEMENTITIOUS DECORATIVE PER SPECS „ PRECAST CONC SILL FINISH 7/8" THICK PER ASTM " C-926-98A PAPER BACKED FOIL R-4.1 u INSULATION AT CMU BLOCK WALL 2X STUDS (SEE FLOOR PLAN FOR u PER FBC AND ENERGY FORM V MORE INFORMATION), SEE T013 SUBMITTED WITH PERMIT J EXTERIOR FINISH - 1/2" DRYWALL (SEE ELEVATIONS) ° LO ON SHEET 6 APPLICATION FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P.T FURRING FIG. DOWEL #5 DIA. REBAR 0) u ° 17" IN CONCRETE - 25" ;n v WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. EXTEND (ACI 530) ABOVE +w m BASE NAILER m 0 ai AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITER SLAB. ALL LOCATIONS SHOWN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN M MIN, 6" FROM END - SEE WS07 WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN i SLAB INFORMATION FOR SLAB INFORMATION _ _ TOP OF SLAB _ _ _ TOP OF SLAB F I'L COPY ® �yJ•� ®w/y �/•� Ln LL '—cfi'—�.=•;", x,—" x---'-s t. a -xi ,x` � J W V> VJ ' \ GRADE00 i GRADE ♦ Model Name./ Number: 2000 n Issue Date: CLEAN 3 'SEE PLA FOR COMPACTED a o REBAR UANTTfIES ALL ! a ♦ PlaWednesdaY. May 26, 2021 SEE FOUNDATION PLAN .SEE PLAN: SEE FOUNDATION ♦ KAPROJECT NUMBER: 16" FOR FTG REQUIREMENTS PLAN 21-4881 Sheet: Of. �1 WS02 TYPICAL WALL SECTION EXTERIOR FRAME 1 3/4"=1'-a" WS01 TY KCAL WALL SECTION - 81" CMU 3/4"=V-9 TYPICAL FRAMING DETAILS ro m ro 1y„ S4 1" 1i5" 14a Q Q 4 (2) 2 x 4 LAW NATIONS W/(1) G32 x 4 LAMINATIONS W/ (2) (3) 2x 6 LAMINATIONS W/ (2) ROW OF STAGGERED IOO ROWS OF STAGGERED ISO ROWS OF STAGGERED 16O COMMON WIRE NAILS (D = 0.145-, U 3") OR EQUAL COMMON WIRE NAILS (ONE INTO" EACH OUTSIDE1/2 COMMON WIRE NAILS EACHDE FACE) H (DO O R EQUAL (0 = 0162L31/2'' OR EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE 1/4"DIA. x 51/2" LAG "OSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 31C OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE UST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.r.s. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOSOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. VERHANG N. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU- -7/16" O.S.B. EA, SIDE 2X BLK'G. TO O.S.B. W/2.8d EA. END EDGE VIEW P4 AT (3) 16d COMMON 24" O.C. NAILS(TYP)� SEE PLAN FOR WILL HGT. ©ATTACHED 11 /1 �i EACH END TYP. �I 2x4 SPF CONTINUOUS BLOCKING TO . • :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• R • SQUARE• Box HEADER11 7. EACH • WINDOW OR DOOR OPN'G ,--CMU PROVIDE 2x4 ONTO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ UBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. �oM7N TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE Wj 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OF SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4" = 1-0 * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ_AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END JEAEND JEA END LESS THAN 4' (1) 2 (1) 2) >4' BUT <9' (2) 1 (3) 1(2) (2) 3 4 3 4 2x CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LE55 THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ — 8" O/C TYP, DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON H T4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE I ' � I , I 2 X 4 #2 SPF KNEEWALL WITH ' R-13 INSULATION AT EXTERIOR STUDS @ 16" O.C. W/ WOOD FRAME WALL PER FBC STRUCTURAL SHEATHING ON AND ENERGY FORM SUBMITTED BOTH SIDE FROM TOP OF WALL WITH PERMIT APPLICATION TO BOTTOM OF BEAM, ATTACHED (WHEN EXTERIOR WALL IS PER NAILING SCHEDULE. EXPOSED TO INTERIOR SPACE) SEE PLAN FOR BEAM SIZE !� BUILDER FRAME RADIUS AS REQUIRED I I i 2x BUILD -OUT BEYOND WF38 I KNEEWALL @ ENTRY FRONT WALL N.T.S. 12 SEE ELEV. (TYP) PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE -' 1AN 2"x4" STUDS @ 16" O/C UA'"6 tl c.. r—CRICKET AS REQUIRED SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD R-19 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED ' cq WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS - - EXPOSED TO INTERIOR SPACE) SIMPSON SPJ- @ EA. STUD - 2"x P.T. PLATE MAIN SPAN ROOF TRUSS 1/2" X 8" "J" BOLT @ 24" O/C MAX UPLIFT CONNECTOR 8" x 8" x 16" K.O. (SEE SCHEDULE) BLOCK W/ 1 #5 CONT. CMU WALL WF42 I KNEEWALL ABOVE MASONRY WALL 3/4"=1'-O" 0 I cJFR/�FSs, e S,E v • No g� ! '; CC w :w ,1101 21 'f-I R 9 L ' al. p ea co I� 21 00 A� 4k ft * E N J 12 LL EEEE �aE P — O, LL -8m" W�NM1 W a $oc� •I lnm$S d - HP. a Ap" 5 a w m ¢13 . 3 0 cc a " `s WIRm� of J f�i m 2- me d m 2 C- I, k J uG.2 LL a29 W OU m ° IG WW1W.FDSEN6 COM ❑ ❑ ❑ W z z o 2 n 4�zy� Q � a m r !r�fl — In z� � N m o� Duo w OD �Ili"> = a�N N ,f U d3 o Q allom Q'm �`'�"' A FNARM4= HOMIES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: 0 z cLo c Lo Wy M LLD 1i m 3 0 D � ' m J N a 0_ILLJZ:) M LO o Li J m U) U) ♦ I Model Name / Number: 2000 V1 CH-1--Date! Wednesday, May 26, 2021 ♦ KA PROJECT NUMBER: 21-4881 Sheet: 3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 1 TRANSOM DETAIL AT ENTRY 1/2" WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS - *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - , TO BE LESS THAN - OR EQUAL TO 450 - r MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR ' LOCATION) BLOCKING r 00, r i ` r r r (3) 12d i i r r r PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR FOR NAILING SYP w/ (3) 12d @ EACH TRUSS WEB T1301. TYPICAL CROSS BRACING DETAIL N.T.S- TB02 TYPICAL CROSS BRACING DETAIL N.T.S. %AA%p TT O R RTTT"rs PROVIDE 2X4 MIN. BLOCKING AT O7 ��' 6A CENTER LINE OF HIP/RIDGE, TYP. . ••=• ¢� BETWEEN TRUSSES W/ (2) 12D y ,�.: CAO NAILS EACH END TO TRUSS TOP '* CHORD M x F � �1 A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING ,�°i C" ••• �' ` WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP °f2rtllsT TRUCTURAL PACE y G.T. SHEATHINGt. ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 c TOP CHORD WHEN REQ'D NAIL TO TOP CHORD 3 TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d m ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR SEE * SYP TRUSS BRACING SPACED AT I0'-0" MAX 8 4' Ip PLAN g _ 01 /i' Q �i'i 00 R yw gf pp ik Yk Ak U 1�N3{ H J J J jig D 2X4 BLOCKING ° w_ r w a BETWEEN TRUSSES HIP TRUSS SECT -A -A W a IMP Q a y .B u"'sg Zc�~a Z K O 3 TB03 HIP /RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S.T a"° "5�S WIL $�m� K O� m m G n�g 2^ ?y ¢ as k ° 6u oo y O U '^•de3b W U J y rs� ❑ ❑ ❑ rE �'s `J^,,WwW.FUSLNG.GOM Z � S TRUSS NOTES: Z o a row :I. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 J (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA 15 GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE RE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE 13RACING IS THE MOST COMMON CAUSE OF ACCIDENT y v Z N I IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED I M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY OUT Q) CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY E TRUSS MANUFACTURER ALL 2. ALL BRACING (DB,CB,BB) SHOWN ABTH O m LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM- 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 3. O Lu 4, ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT C f/�'1 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. V) = c (O �R3 � � ��`;�) SEE TYP. TRUSS BLOCKING DETAILS m 4' a0 = o is 3T 4TRUSS ,x4 AS SHOWN L) V)b DIRECTION Q c o '' ° RUS ISEE " �" DAMS HOMES ,. VERTICAL SCAB 2X6 #2 SPF 48" D.C. (2)-1 NAILS W/ (4) 12d TOP & BOTTOM ) H5 FTRUSS TO EA TRUSS OR HCLR/LL IN PLACE OF (4) SOD . FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED @ RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY ZI BEE PLAN OUBLE TOP DOUBLE GULFBREEZE, FLORIDA 32563 PRE -ENO. TRUSS PLATE SECTION B-B TOP PLATE DIVISION LOCATION: B UD WALL STU SEE PLAN PORT ST. LUCIE CONY. FRAMED RIDGE . Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 REVIEWED (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED ® EACH TOP & BOTTOM OR H5 OR �°`+ C0DE SIDE w/ (3J 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQQUIRRE0D 6 RAFTERS GREATER pp B�. d. a� 7 B REQUIRED w/ (2) MTS12'S < THAN •�', COLLAR TIE EVERY 3M 130cC.. O SHEATHING- RAFTER CB 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) 7 N U) @ EACH END, CONT. EACH BAY TB ` c 0) O p 2X4 SPF W/ (2) #T%31/2„ ALTERNATING DB WOOD SCREW EACH TRUSS OR HS @ 48" O.C. LIJ CO BLOCWNG PREENG. TRUSS > r~ It U CONT. ROOF SHEATHING AT TRUSS TOP In ci J y STRUCTURAL SH G CHORD AT ALL HAND FRAMED AREAS TYP. m ('!) d NNEC SEE PLAN FOR CONNECTION O 1 Z:) m 'too J 8 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2%8 #2SYP RIDGE BEAM LL co TRUSSES W/ (2)-12d NAILS @ EACH END AT8-0TRUSS MAX 2x6 RATTERS @ 2'OMM. F I Model Name/ Number: MAX. w/ (3) 12d COMMON r fed �r WALL BELOW TOENNLS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN 000 (SEE PLANS FOR TYPE) 4 FT @ 2'-0" O.C. MAX W / (3) 10D 0 1 MASONRY COMMON TOE NAILS TO RIDGE BEAM T 2X4 CONT. AT STEEL OR WOOD Plan Issue Date: T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Wednesday, May 26, 2021 V KA PROJECT NUMBER; @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING 21-4881 Sheet: S 4 Of, TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T,s• ROOF FRAMING AND BRACING DETAILS 7 THERMA-TRU INSTALLATION \����������\\\\\\\\\\\\\\\\\ MaAWnbS,Heb and Watrraming f3ambsr Head aM Sill) 02 aprure/PIAelFlr 4" _ S" S° 8° 6" 9" Or Deft, . Snlc°ne KEY DIFFERENCES CHECK LIST -- Use xNa mum #19 Sam So'8wY Nnlmom.. " Penwabon n e^ e° e^ 8' S" —_ —_ GIs" Be• LIL 1 3/B- smaller n IWM " n 1 4" sma e o the II r n idea d Rough openings are 1/4 smaller o each s / " header than standard Therrn Tru rough opening dimensions. MourBlg Flp SEALANT onlyamaximum of 1/4" thick shims. Cress Secum V levy NAIL SHINGLES W/ 310R 12 GAUGE ROOFING or vow • NAIVhYdd LS. 3/8' MIN HEADS. PER SHINGLE. ** of Predrill the jambs and headers using 1/8" drill bit. Predrilling 0D°{0� Rx�A increases structural performance. oar 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, win.m u R- and nails are insufficient anchors, and should not be substituted for �� r T t 51ti�ne wood screws, _une_velley.by centeing � q'n°®ea _. o • q, Be certain of the number and placement of all screws securing the frame ter mat rg `igaay �°°� e4 yky o rIN,Sheam n° afa inTead Ingle ,„ R nWan9 to the rough opening buck. Consult the architect or engineer of record qm aentchirmdn to a, cDWgO Fyp concerningfastening the buck to the rest of the building structure. to AM,Cour wa — --- g Z^hC°° Note: We stronp/yrecommendlhe use oyhashlnp ariolorflasnlnp tapes arms/!!pans asatateo/n A57Nf1112-01. However, due to CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT Rake variation In codesondbu/ldlnp types, ltlsleR op to the en?user to datarmine the properinah/ktlon ofthoue/tems 6" na11 wnhm Embed each ehlnEle IP 12 ;�• wAvw Tm wjom wRAR omi Before lmbUln9 your wlndav, the lwbbNewnip No be Deelao back tot mwecumy out plea wta stld the wrap W OPENING SIDES AND HEADER. mat" "' Wiley CBnteni� wl d each shtnooasona6• P DW the Hocks from scratches and atlwr damage pndi consar do, is complete. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE I F'ga r"""` 2a SOep1 Measure to be sure Me opening is 318°to 112"brgerMan the wTMDw slzebM veltlwgy and horltanblry. Cut 2' ' ~d" F YOU may wish to PreI the andrallbtlon holes In Me fin a Nistime. 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS dia OrmII wupper 5aVw7" RRoazaeDRIP EoaE. are bass aidremgn nn as are not SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE orle•OYt�meN geoesa use in 5M[w" r' WHI RMR OEDGVERLAPO AND HASEe OF ,, PHCWLE ROOFS. OVERLAP EA E BE A VMININIUM Rev 7 A)pHj a generous peed of sNlwne to to baaede of Memountlrg fin. Use enough slirone to suRdentlY fill all voids between The DOOR FRAME, 1 X P.T. BUCK STRIP AND HAVE A MINIMUM m e. oF31n p6cml. uve OPoP mGEs sHut EMEND fin and the Wall 5leaMi . W. BELOW SHEATHING AND EMEND BACK ON THE OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. the eNrlaes POOR A MINIVI OF 2In. MR EDGE AT EAVES Stry3 Iraart the window am the opening hen Me aaude. The widow is bbeted'Wide" and'outside", but B Mesa btels have been war theoutend BHAL'-BE PERMR HE TO BE INSTN.IED OTHER 98`Rp9p ffiOW 1/2" OVER 03 UNDER TNEUNDFI"AYMENT.IF IY9TNLE0 rEInON.d the bnTd shouts dhvdys be to Me M5Mk of the building. `. Cut ellnitba 2• If dT or about 3/4" MEN THE UNDERLAY. ,THERE SHALL HE `\\\� TO n/ / •,' aag" MINIMUM 41n WIDTH OF ROOF CEMENT INSTALLED Step tratal shims under sill, adlWtlrg dn"n until Me ultlspumpin the openag. R11mS should under Me �I evey2teat. tip u r back from If"odnpedgels G9ed. over THE MR EDGE FurvDE: DRIP EDGE SHALL. BE The wkdDw Shand be bast Centered in to Wen rap more Man. 4" ap between the window and wag ham \\ Q, LNS •• v e� ' ,` .' ' MECHANICt FASTENED A MAKIMUM Of 131n ON ' 6n 6" " 6" 6" 6' Willeyeardednne CENTER WHERE THE V4sd AS DE ANINEDW 5 issued a#10xWLr screw4" Tram Me tamer of the fin at won end of the head, SUI and hotsjamb, C7 A " •• ' 3" '' ODORANCE WITH SECTION R301.2.1.S IS i1D WH \ ••* 3 3 3 " sap6 IaagMeremnlnng ase esln8"ircremen6homMecane soewstoMecenedeeh mnememhe. Usewe rot over- a 6 M 6" 6" 3" 11 3" 3e 3"(177KAt/HIORGREATERORTHEMEANR00FHEIGH qo + J, 6 MEWS 33 FEET U0,058I OMP EDGES SHAU BE tghten the screws and pol dam thmuo Mean. AISD, rtaM sWe ft SaewS in stra' t and dD Mtr8m Me ham to bow. + � • O � r MmxrWlcnur FASTEwm a MaKlmuM or4lrvCxEs Wall framing should be a mismum of #2 smallipmurf ir. - 6" I 6" 6" Be 6 6„ Fastener shonldbe#30 xrewS ofsuffidemk Mto adamve l-3/8" teal Hilo the Wary and rg bsz Man 1/2"from ei ahamm * : SHINGLE INSTALLATION GUIDE = �E OF ` FdShnlT WdntlhEs needed In �Lt Sde of Namefn dPOTE r I. Le of fn. me Member 10" 38' 26' 34" 42' 74" 82" W ga" 'o '• I'' Q�'. s Numberuf Fasteners 1 2 1 3 1 4 1 s 1s 7 a 9 10 11 12 13 p {• ,�L O.P;\•'• Sap 7 sl SPACE SPACE - - Rep B tf desired, as foam mubb'm be applied to the interim gap (between Me window and Will ammg. a applied, #nsmust be me / S S I O y P �� EVENLY EVENLY ROOF CRICKET: /It7rn n1% m MIN: 3:12 SLOPE ASPHALT f343ED NpHCCPANDING lYpfPoA,M. ____ __ GO (REQUIRED L ASPHALT APPLIED Step 9 Since Oise windows are typically used in maims wed high mdsb re, Is, bativocral t b recommended tea to imerbr gap M ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING between the window Bad wall Training also be sealed wtthsilimne and tooled so a not Tn Inberfere wed the insblbton of C LOCATIONS EVER. WALL FINISH AND EXTENDING A wallboard, WE or trim. C MINIMUM OF 6" ABOVE — _ — G• X 6• H GI VERTICAL RISE OF FLASHING Rep 10 Ono: all construction S compete; remove the bubble Wrap from the mide and Outside of the window. if necessary, clean the VERTICAL WALL FLASHING CONE. AT NNEEWALL bbUe with a raid detergnt and warm water using a sot tlah. TENTRY InAamtsr SEALANT ROOF Failure to follow these procedures will void any and all warranties. f SHINGLES 6" I F J 6.1 6" SINGLE DOOR SINGLE DOOR W SIDELITE III Be 3" b.. b.. 3„ 3„ 3. 3" 3" III _ Ill E 1 i,r 1 3e 3" 31 T3„ 3" 6 6 DOUBLE DOOR W/ SIDELITES A P'PACE WENLY i" SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0a" IN FRONT OF MECH. OR APP. WHEN REQUIRED _ 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB ri 00 z z 1°, a- I f M' Ir I _z Oi I' ° • A PROTECT101 16" MIN. DIAMETER CONCRETE FOOTING I ER DETAIL N.T.S. ;" SPACE EVENLY 6 6 X6 H V. BASHING COHT. m FLASHING DETAILS 6° XOR Z. NOTE: THIS DETAIL IS REQUIRED FusHl G 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 i w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" - SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANA BLOCK LINTEL & SCREW W/3/16" x 2 1/21/2" DRYWALL FLAT HD. "TAPCON" SCREW THE W'DOW FRAME INTO MA JAMB MIN. 4" FROM END AN 16'r C.C. 1/8 SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S BY OTHERS O.A. WINDOW` HEIGHT E3 TERIOA INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/4" MIN: DISTAh 1/4" MAX" SHIM SPACE a m go � � a Lfl Do W aa JJ J IS B g.� O "' I c; LL LL LL 5 �eil W.90 z w 1 - Z e�L n Product Approval Submittal Affidavit 3 o� ¢-IN � 3 0 Building Address: Contractor:g� Building Permit: %A'a o o a K Product LL Design Manufacture Model # Attachment Approval # � J Pressures Method �s � wwwMSENa.cOM ❑ ❑ ❑ Roofing: 0 1st Choice COUNTY APP. IKO Industrues, Ltd Cambrdge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z 2 NAILS. 3/8 MIN HEADS. 6 PER SHINGLE. z 8 NO W/ 3/8"MIN PENETRATION THRU SHEATHING. Q i ROOFING VENTS: DADS. Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, COUNTY APP. Inc. " D.C. FL21580.1 R-2 m ROOFING UNDERLAYMENT: w;a 1st Choice TAMKO BUILDING TAMKO No., 0 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT AA'ACHED IN ACCORDANCE WITH •CJ R905.1.1 Q w Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 16x� 2"x6"P.T.WOODJAMBNTH FL16546.8 F 2 53W5 (5)1/2" DIA: x 8" "J" BOLTS x o 00 2nd Choice +30.0/32.0 CLOPAY ax7 FL15279.84 rno �10 Swing Doors: Q N a eJ 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 LIT SERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL2 46 .12 +67.0/-67.0 THERMA TRU-CORP. SOLID AND MIN.12" O.C. THEREAFTER. THE DOORFRAME SHALL FL20461.1 Sam DAM I`NOMIKS FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM r 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PLL.AAT PRO�u FL15215 z 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 1St Choice MI WINDOWS & DOORS SSIERIES 1420 SPED DIVISION LOCATION: MI WINDOWS & DOORS SERIES "0 SOD FL15332 i2 PORT ST. LUCI E Alum. reinforced ♦ Job Information; Windows: 3540 SERIES Twln SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPOON +40/-50 MI WINDOWS FL 17676.9 1st Choice Single Hun (fin) ANCHOR WITH MIN. 146" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAP JCBON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS SI le Hung flange) FOOR INSTALLATION l T THROUGH 2x BUCK USE EMBED. W000 SCREW OFBUCK. FL 17594.2 +50.0/-50.0 MI WINDOWS Single Hung (fin) ES SUFFlENT LENGTH TO ACHIEVE 1f/a" INCH MU✓ UIM EMBEDMENT g FL17676.2 IX IN WOOD SUBSTRATE. �d ® �9�&"Is'I^ MI WINDOWS 3500 SERIES Singe '�'"® L i—" +"R&894.4 O Hung (finless) frame Mullions: M-1926 Vertical FOR ATTACHING MIWINDOWS MULLION SECT5796 CLIPINT C CRETE z 1st Choice MI WINDOWS MUllbro 16" TAPCON ANCHOR H SUFFICIENT LENGTH T ACHIEVE A 1iA FL 18504.1to M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM 1 .S 7 mullion EDGE DISTANCE FL 15804.2 0) N M Fixed Glass: > 3 W 1st Choice +50.0/ 50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL1S644 R6 A Is A Is WITH MIN.11,G" EMBED, TO ALL FACTORY DESIGNATIONS J Y U M a WITH ALL HOLES NOT BE FILLED W/ #8 SCREWS OF SUFFICIENTFOLTH. TO PROVIDE 0M�'W^ M IQ 5/8" MIN. EMBED. INTO WOOD BUCK. ,J W V / V J Soffit: VI Model Name / Number: Standard vinyl. Staple 10" on center In direction 2000 1st Choice +66.0/-71.6 KAYCAN LTD of le FL16503.4 RS Plygem / Variform Pygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 Stendard standard vinyl staples solid 144 vent -145 FL12194.2 VI Pian Issue Date: Hurricane Panels: ALL AMERICAN 2a" Ga. Wednesday, May 26, 2021 Dade County App. 24 GA. STORM PANELS C 0•Ce SHUTTER &GLASS Storm Panels FL16293 R3 ® KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 21-4881 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 561a6 Sheet: Of: Name: Luis Pablo Torres Certification Number: FI. # 87864 S-S Name: Certification Number: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS _ MECHANICALLY FASTEN AS FOLD up WEATHER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER 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 flashing described In Section R703.4. envelope shall Include as /-WEATHER ,,� •, WINDOW UNIT / RESISITIVE , - BARRIER WOOD FRAME CONSTR. R703.1.1 Water resistance. The exterior wall envelope shall be designed and -instructed Ina manner that prevents the s ESHEA XTERIOR EXTERI ING DO FLASHING 3/DHESI E T OF APPLIED SE LAPPING DOWN ADHESIVE TO BE APPLIED UNDER BY SLOPE 0.3 in: 12.0In SELF -ADHERED FLASHING accumulation of water within the wall assembly by providing awater-resistant harrier behind the exterior cladding as g required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. • OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 61N. UP JAMB 6'. USE LIQUID NAIL BRAND (0.6 Cm : 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, Tree from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 OR EQUAL WEATHER PROOF CAULKING \WEATHER asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed In accordance with the Ll SELF -A HERED FLASHING EXTERIOR barrier Installation Instructions. The NoAS asphalt felt water RESISTIVE CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive manufacturer's or other approved -resistive BARRIER SEAL TOPS OF JOISTS �� PER FBC-R CURRENT EDITION 703.7.3 ( ) barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as tlescrlbed In Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) / R703.7.3 Wa te-resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood-I'tased sheakhing, shall include awater-resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two Mayers 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 to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above header to allow for flashing installationRefer 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items In the list of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or resistive barrier 3. Fold weather resistive barrier back over head flashing and g 8 8 PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weatherresistive barrier to form water shedding laps greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater "absorbing layer or designed drainage space. seal with tape 2 U 2 U 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible --- release paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingledashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied In accordance with the manufacturer's Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW W P®� SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W Scoring Cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of building framing Selfadhered 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 structural components. membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM 0920 Gass 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, fT r 1r EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid-applled membranes used as flashing In Ixalitt' J, O Oe EXTERIOR SHEATHING -� 3!4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE ASPHALT 6. Fold as Shown by arrows flashing walls shall comply with AAMA 7ng l The flashing shall extend to the surface of the exterior wall finish. Approved lashings shah be installed at the following locations: xO � .. ��`QP' ••'' � $' • • �S 4� THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust foldingof the flashing accordingly to fit g y ry' j g g y ` GO.. �G�l 6 4 •• REFER TO TECHNICAL UP JAMS USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight t0 Comer 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the J j3T p10 LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically p t g 7 = ; .l COMPATIBILITY , RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed -x OF. in accordance with ogre or more of the following: SELF ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM Ii" �� IeEPORE FOLDING. scone RELEASE PAPER 70 IMPOSE ADHESIVEASSHOWM 1.1 The fenestration manufacturer's installation and flashinginstructions, or far applications not addressed in the PP PSE *0 • C'.•�. L F FLASHING VERTICALLY FROM fenestration manufacture's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing i�0� ' 0 M OF THRESHOLD Instare notprovided, pan flashing door openings. or installed at the sill surfa ie or r sJ� `` N + MECHANICALLY FASTEN AS l be sealeails Panflashingshaluctions exterioow of of hor sloped In such a manneraasto direct water to thee wall finish or to � � Ito i. a a NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection v SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered des: g g g 8nt professional y 1.3 In accordance with other approved methods. f SELF -ADHERED FLASHING O' 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 z SELF -ADHERED FLASHING 5 2. At the intersection of Chimneys or other mason Construction with frame or Y masonry stUC60 walls,'Nitfi projecting lips on both sides under stucco copings. NAILING FLANGE 7 4 2 NOT FLASH OVER SEAL TOPS OF JOISTS o 8 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. DO BOTTOM NAILING 8 UNDER DECKING DETAIL WP07)' 7 m p �i I r0 FLANGE (SEE 5. where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame Construction. S „i F CO m m 6. At wall and roof intersections. # SELF -ADHERED FLASHING A W P 04 W P 0 5 SELF-ADHEREDRING M El ^) 0 �- ROWINDOWEXTERIORg HALFLF ROUND EXTER OR DOOR W THHDECK DE CORNER 7. At built-in gutters. a a lip SELF -ADHERED FLASHING :..... ,� ' "3F 13 € m a ] � 5 G z 33 DECKPROTECTOR _ SHEATHING sP 7/8"Cement Plaster " Cement Plaster / 2' a in accordance with i accordance with q J �+ o ®9 Z 4- ASTMC926 ASTMC926 . g g ® o 1 rn -,_ -:-- - SELF -ADHERED " ... .: � . ' � vnvw.rosrnaconr ❑. ❑.❑. FLASHING PATCH t backed metal Felt ked metal accordance ASTM accordance 0 - SELF -ADHERED FLASHING `\ M lathe ASTMC 063 with „ �. Z p o \ DECK PROTECTOR �IM "' JY Building Paper Building Paper Z y 3 ¢ i 7/16" O.S.B. 7/16" O.S.B. in DOUBLE sheathing %; sheathingLO Z N SINGLE JOIST ' ' Metal .. .. Keep top edge 1�tl1 .Oro JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING t Flashing ., .;-` Of weep screed :, 2" below top of jQ% W�� '+' 'g 0 Tq'+ 31/2 block 2 3"MIN Unperforated VUlcum U t g � ,,,, ® 4 5 Flange 7/8" Weep Screed caulk bottom joint only m N = M fp m <" �. Maintain :'. .' . Metal Flashing U IM cr; E - 9 ., Bottom of 3-12' Unperforated § . _ t,,,, I SELF -ADHERED FLASHING ! � SELF -ADHERED FLASHING FW-P 08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P Weep Screed Flange 7!8" Weep Screed 1 1/2" t0 2' U rn c 00 � ola \HO.8362x;DECK JOIST f OUTSIDE CORNER Above Roof ¢ C4 o � - INSTALLATION OF THE BUCKIRECEPTOR. 1/2" Cementtlous Sheathing Decorative Finish DAMS OMSS ,o•• ••o, All Inside and outside corner will ° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. cut and caulked all Cement Plaster to GULFBREEZE, FLORIDA 32563 BUILDING PAPER SLOPE SLOPE in accordance 9 ° ° ' becaulk d users with ASTMC926 ° Vulcum caulk for all DIVISION LOCATION: SLOPE 0.3 in: 12.0 in 3 fi: 12 0 in (0.6 cm: 30.5 cm) 0.31n:12.0in �_ (0.6 cm: 30.5 cm) over wood floor PORT ST. LUCIE � Job Information: (0.6 cm :30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING - EXTERIOR . E IEWED PO > CEMT. FIN. V CODE COMPLIANCiz BUILDING PAPER WIRE LATH a�. T" LD'r- ITY - 1/2" CementWV V SELF-ADHEREDFLASHIhG Plaster Finish .IVi Z Nock LU o to WIRE LATH 2 1/2" Perforated � M Flange 1/2" Weep > � BUILDING PAPER BUILDING PAPER Cement o, Screed Z m U CO m 0- Plaster over block ' �- �< ® _J L11 :D im o Istfloor o EXTERIOR __1m ® Model Name / Number: WINDOW UNIT CEMT. FIN. Slab Install bottom edge of weep screed 1" be PY ` 2000 finish floor Plan Issue Date: Wednesday, May 26, 2021 OPTIONAL DETAIL KA PROJECT NUMBER: 3 3 (3 Note: 21-4881 The building paper arid metal lath must be installed over the top of WEEP SCREED DETAIL Sheet: Qf SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT- FINISH WINDOW SILL WP �/�� 'j CEMT. FINISH PARAPET WALL �/ V P 2 SCALE: NOT TO SCALE the Weep Screed. WATER PROOF CEMT. FINISH WINDOW HEAD 1 DETAILS --0 ------ — — — --aJ QQY113112 EAIIQ i 42X42 A/C SLAB £ �_ BY BLDR MIN MAU ,8 VAULT cLr. 2FROM WALL BEDROOM vNL, CF&M 1 ax6 1 cd }.. 5 .......:..:..........:...,..... LL i" _ l i b L 14x8 lwcd: vw77- r c o 6 , „ 215 ; U � 14x8 lwcd 3 8 90 - _ N2\FF , 10x6 wcd cd Moll-W CUL 8x 6„ t� MALI L7 -\Fl - ----- - d�, --- 'wcd i .. .....tt!m:-. ...:.:........... : ..n: - - 1 40 i 12 BEb1390M 4 Sl TURN CEILING 4x1 14x14 rag,,, -_.� 5„ ro 5" bath duct 6„iO'jD FIAT . to roof cap 10xs lwcd t? wl standard 70 `'' 45 cfm bathe fan —light - w o 12 s lwcd .......... I .......... ::....seae, 4x1 rag z\R 6 lwcd ------ ___ t__ z m 0 a L'�ULU 6„ 2\R 0L I _ lawn.::.::.-.:.:n.:.... s _ 4 e.vF �= ,(, 10x6 lwcd 1 I + 10,> 70 r • v,WL CdLNiQ 10x6 1 wcd ;I „ 4 dryer duct _ •..:....:.........:....1 Won 10 rag o ro of oof cap w/dryer vent box axak�rrn EQYm 9 U?A 14.1 VAL cLr.. `- PRIM lee X 12P } 20 fx ra - - 1 w 3 W R£ "A - O gx ate a 3GARc�E ;� -- 5„ bath duct _ LU ±49 e�._.__ s 71to roof or wall cap U CDECF. e" w/ standard 70 T.I`UCI a � � � N S --- 2x12 rag 190 c f m bath fan BOC( Q pp ( ---------------- E - - - - r---- -- , 14x8 lwcd Q ® z 1 I , e 1 l LI 1 I 1 1 I 11 I I 1 1 I II 1 I 1 1 1 1 1 - 0 ® ,/J LU _ b I AREA, CAl CULATIONS I z o w - __——__-y_M_____ - IA sS iid)LIY :404 S.F.c� � � O Row umtm a ,r x `ar r a rs JM4 ypyp 1/�'/�' W IZ NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED . •• •� ^- •.• I TOTAL LIVING ihC} 7.004 FkF. 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS FLOOR PLAN E Cow" i. EN11W:R4W rsasF. ae�.F. � R a � n g Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 s�E•1/a'_V-c ELEVATION A caveRer; ¢aasa,Lvan1 B45S.F. balanced return air. F 31xr35-H• EXCEPTIONS 1-3 ,V I Must have a minimum clearance of 4 inc esl around the air handler per the State 'Energy code. All duct has an r=6 insulation value.