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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA R31S.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE. AND CONSUMER SERVICES. NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR• PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SMALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OFTHIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR 01787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PARER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN. SECTION R703.1 R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION 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 INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OFTHE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS CAST IN PLACE CONCRETE CODE CRITERIA 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF. ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN, 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDEDWIREFABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE TTH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA7617, NATIONAL ELECTRICAL CODES 2017) BUILDING CODE REQUIREMENTS FOR ODESSTRU(NEC(N EC 2 CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 30146) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 201B EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 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 LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF20 EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8) LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fin = 2000 PSI)2. MORTAR SHALL BE TO ASTM C2704A. 3. COARSE GROUT SHALL CONFORMNFORMING 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. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LAM STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS * * FLOOR WOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" *** TL MAX1/2" 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING 71 WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F.:#2. TOP CHORD LL TOP CHORD DIL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3- ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSONHSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS TOTAL (PSF) 37 37 1 45 - 55 BOTTOM CHORD LL (OPT) ATTICS LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 20 50 10 WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN ROOF DECK: PLYWOOD C-C/GD,EXTERIOR ORGSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 10R 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD OL 110 (PSF) PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL BOTTOMBHORD DL O (PS F) 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURALPLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. S. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SPECIAL FLOOR LOADING GAME ROOM BALCONIES/ DECKS BALCONIES OVER 100 SQ:FT LIGHT STORAGE 60 (PSF) 40 (PSF) 100 (PSF) 125 (PSF). COMMMENTS: LIBRARIES READING ROOMS STACK ROOMS 60 (PSF). 150 (PSF) GUARD RAIL 0 HAND RAILS (d) GUARDRAILS IN FILL COMP. (f) ROOMS OTHER THAN SLEEPING SLEEPING ROOM STAIRS 200 (PSF) 50 (PSF) 40 (PSF) 30 (PSF) 40 (PSF) UPLIFT CONNECTORS FOOT NOTES 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 TO. UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR THE TOP. f . BALUSTRADE AND PANELS HORIZONTALLY APPLIED ED FILLERS SHALL BE DESIGNED TO WITHSTAND A NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. MORE INFO. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-.0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :9 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. (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 50. (+). 24.8 (+). 24.8 -- Q '� (.) 27.1 031.1 @ 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-O" 16'-O" x 7'-0" O 51.3 (+) -' 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY 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. SEE FLOOR PLAN FOR ACTUAL P ESSAME.S SHT NO: TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: i. 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. AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. It Is the Intent of Deslgner/Engineer listed In the titleblock of these documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2, WINDOW 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear InfOml Every attempt has been made to information. PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL 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. IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 5. ALL GLASS LOCATED 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Deslgner/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 CONTROL OF CONSTRUCTION SITE: - responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. 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 information found in these documents. Any questions regarding the TO FOOTING). " SIMPSON M TWIST STRAP W 4 k x 2'/a" TITENS. TO MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH 1 SIM / ( ) 4. MISSED LINTEL STRAPS FOR MA O CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE OTHERWISE S O OBLIGATION UNDER THIS AGREEMENT OR HERWI E N WHATSOEVER. KA AND FOR HAS NO DUTY R B F FOR ANY H DOOR AIR QUALITY, OR THE EFFECTS THEREOF. RESPONSIBLE FOR THE IN Q information f should a directed to our Quality rm n found in these lens s o b P Q Y � be 8 FOR UPLIFTS LESS THAN 1720# . IF CORNER STRAP LIFTS - T TRUSS FOR UPLIFTS LESS THAN860LBS USE 2 MTSM1 ) MASONRY AND 7 10dNAlLS 0 ( (). () MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TfTENS ONE EACH SIDE OF TRUSS Y OTHER FUNGUS, FIRE THEFT VANDALISM TRESPASS OR AN 0 ER OR EQUIPMENT, FROM MOISTURE MOLD FU U CONSTRUCTION SITE MATERIALS E TO PROTECT, WITHOUT LIMITATION THE RESIDENCE CONST UCT Q PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will n r Assurance nce Manager r Immediately. N backcha es vn co side et ssu a a a e Immedlat o g Y � y the Desi nee/Engineer without advanced for reimbursement b g NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. Payments will be made In accordance to the terms of the agreemerr MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H75 w/ 126) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION :)rthwest FloridaIIIIIIIIIIIIIII 1119111 AAt ,o TOR N'S G r bi 0"¢t� s000i 5 S I to V O f0 I � Po Cog� m LL � LL 10j@N � ya 2 W vTm�6 n x w Z�; 0 W2�� oro J Z� Z c� K la U J qJ P"N4.FDSENG.CCL1 U ❑ ❑ 0 z u9 z Q g 7" U .-i Z N 'If •i ... 0 m U O c - mM -- J U - N E m _. x " r- Q N 6tlp FLORIDA CONTRACTORS LICENSE NO. I CRC13301 46 I3000GULFBREE E PARKWAY GULFBREEZE FLORIDA 32563 PORT ST. LUCIE IVI Job Information: q REVIEWED FOR CODE C(� PLIANC;r- ST. L UCIE. vi 4 W o LO ` � I �2, m H U m 00 ° O _j LLI Z) 4 o J M U) V) Ln w VI Model Name / Number: FILE COPY 2000 VI Plan Issue Date: Wednesday, May 26, 2021 VI KA PROJECT NUMBER: MODEL 2000 21-4885 Sheet: �p Of: COVERRq SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(p10 6W1 16" (2)16d TOENAILS (2)led TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6}10d SP1 W/ (%lod SPF 402 STUD, (6) 10d PLATE STUD, (4)10d PLATE BW3 16" (2) SP2 W/ (6) SOd (2) SP1 W/ (a) '-Do SPF 843 STUD B 18 LATE STUD 4 10d PLATE BW4 18" (2)18d TOENAILS (2)led TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6),10d SP1 W/ (a)-lod 16" STUD 8 10d PLATE STUD 4 SOd PLATE SYP 438 BWB (2) SP2 W/ (6)10d SP1 W/ (6}10d SYP 878 16" STUD 8 10d PLATE STUD 4 10d PLATE BW7 12" (2)16d TOENAILS (2)16d TOENAILS SPF UPUFT 6 BW8NO 12" STUD, f6)10d PLATE STUD, ()) i0d PLATE SPF 535 BW9 (2) SP2 W/ (6)10d SPl W/ (6)-10d SPF 1070 12" STUD, (6) 10d PLATE STUD. (4)104PLATE BW10 12' 12) led TOENAILS (2)16d TOENAILS SYP 0 BW11 STUD, lod PLATE SYP 585 12" (6) STUD, (4)) Wd PLATE (2) SP2 W/ (6) 10d SPS W/16l,10d BW12 12" STUD, f8) iOd PLATE STUD, (4) 10d PI ATE SYP 1170 BW13 NorusEo DOUBLE 2s TOP PLATE TOP OF WALL SEE P� MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADE PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/83 FOR CONNECTION INFO, IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MSO3/SI FOR NO UPLFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -WAN BLOCKING CONNECTORS W/ (2)12d TOENAILS W TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE Zx P.T. W/ 1/2 A B 0 32" O.C. W/ 7 INFO EMBEDMENT OR 1/2' A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN. T EMBEDMENT PAST STEP DOWN. > REQUIRES MIN ALT.: SIMPSON 1/2' TITEN HD QV 32" O.C. - - 7/38 OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"00 SEE GENERAL NOTE#8 BRG. 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. SPe AND SPB CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "SW IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLDOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) W LLIS ALL AND REQUIRES MIN, 8. IF "BED" IS INDICATED THE A W AT 4-O,C. IN HELD i/18" OSB PLYWOOD W/ 8d NAILS AT 4' O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL PER NAR)NG SCHEDULE ERIOR WALLS W EXTERIOR SHEATHING ATTACHED E 7. ALL 2z ExT / AT AND WALLS SECTIONS FOR STUD SPACING A ACT AS SHEARWALLS,WALL SEE SECTIONS WALLSND THESE WALLS ARE ONLY I BWI, R S. IFTHE BEARING WALL IS INDICATED WITH THE BW3, TSWIGUDS ARE TOE NAILED TO THE SUPPORTING THE LOAD ANDTA NOT HAVE UFr. THE STUDS R HARD NAILS (GUN NAIL AND WILL AND THE 2x PLATE CAN BE ATTACHED WITH HARD CANED NA S) PLATE PLAT NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE 9TUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. iOd= 0,148" DIA, x 3" LONG HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 92 SYP SEE GENERAL HEADER NOTE #5 W/ 1/21 FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (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 #5 W/ 1/7 FLITCH PLATE THIS SHEET (3)-13/4"X111/4 ATTACH i00ETHERW(2) ROWS 114"X 312' . 6 LVL 2,OE Fb=2600 PSI SDS WD SCREWS 0Is- O.C. TYP. EACH SIDE (2) - 1314- X 9 114 ATTACH TOGETHER W/(3)ROWS 1/4"X 312' H6. LVL 2AE Fb=2600 PSI SDS WD SCREWS 016' O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED, AT OPENINGS 2x4 WALL 2x6 OR 2X8 WALL OPENING JACKS .KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (2) (1) (2) 4'.0" _ 9".0" (2) (3) (2) (2) 1.6'-0" (3) 1 (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 19t FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING. WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MOLT -PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS ` AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6- FASTEN ALL HEADER$ TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS 2 x 8 02 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS FUTON PLATE. NAIL SIMPSON LSTAIS OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012' OR (2) SIMPSON HETA16 TO CMU O,O. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM SIMPSON HT520 TO WOOD POST BEAM TOGETHER USING (2) OR (2) SIMPSON HETA16 TO CMU ROWS OF 12d NAILS O 12" COL. U.N.O. ON ROOF PLAN. O.C. TYP EACH SIDE (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) Deal FLICH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM 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. UA.0, ON ROOF PLAN. (2)- 1 3/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb-2600 PSI NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS M4 1/4" x 31/2" SDS WOOD OR (2) SIMPSON HTS20 TO WOOD POST SCREWS O 16" O.C. TYP. OR (2) .N-O. HETA16 N. CMU'. EACH SIDE. COL U.N.O. ON ROOF PLAN. (2)-13/4" x 117/8' LVL CONNECTIOW PROVIDE (2). 2-OF Fb=2600 PSI: NAIL BEAM M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1i4" x 3 l/2- SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 10" O.C. TYP. OR (2) SIMPSON HETA36 TO CMU EACH SIDE COL U.N.D. ON ROOF PLAN. (2) -13/4" x 16" LVL CONNECTION: PROVIDE (2) 2,0E EU0 P31. NAIL BEAM (V] TOGETHER USING (2) ROWS SIMPSON HTS20 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 018" O.C- TYP. OR (2) SIMPSON HETAi6 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.D.R. COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) C1 (3) 214 #2 SPF (4) - led TOENAILS 0. OTT2Z W/ 1/2" WEDGE C2 (3) 2 X 4 #2 SPF ANCHOR* & (8) 1/4- X 11/2" 2145 SDS SCREWS C3 (3)2 x4 SYP #1-OR 44)-led TOENAILS 0: OTt2Z W/ 1/2- WEDGE (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2- 2145 SDSSCREWS G = 6565 4 x 4 P.T.#2 &ABU44(12) W/ 5/8" ATR*' C5 U - 2200 SYP POST & 12 -16tl NAILS S 1 ) / /8" ATR ** x 6 P.T. #2 ABU66 W 5 G=12000. 8 SYP POST & (12) -1Bd NAILS U = 2300 8 P.T. #2 & (is) W 2 - IL 8" ATR** 0 - 24385 Bx /O / C7 BYP POST & (18) - 18d NAILS .,, U -.2320 ,O X 9.5 P.L. HDU5 SDS2.5 W/ (14)1/4"% a1,8E Fb=2400 PSI 2 1/2' SDS WS & 5/8' SIM 5645 WOLMANIZED IF EXT.) 'ANCHOR, OR ATR*"' 8,5 x 5.25 P.L. HDU5-SOS2.5 W/ (14)1/4" x },8E Po-2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 6645 LMANRED IF EXT. ANCHOR, OR ATR** -jXx 7 P.L. HDUSSDS2. (20) 1/4' x C10 7,8E Fb=2400 PSI 21/2- SDS WS ii EPDXY' 8970 LMANIZED IF EXT.) ANCHOR, OR ATR* 0125 x ,25 P.L HDUSSD52.5 W/ (20) /4" x C11 1,BE Fb=2400 PSI 21/2- BOB WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXL) ANCHOR, OR ATR*** 7 x 7 P.L. HDUBSDS2.5 W/ (20) 1/4" x ❑1.8E Fb=2400 PSI 21/2" SDS WS & 7/8' EPDXY C32 LMANIZED IF EXT.)ANCHOR OR ATR*** 7870 GENERAL COLUMN NOTES 1, SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 410R SPF 42 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR B" EMBEDMENT FOR 7/8' ATR 5, ]FCC] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTfTUfED FOR ANY P-T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA, / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.- ENGTH NAIL SPACING Sd 0.131' X 2'/i' 0.131- X 2 *h- SEE PLARRING SHEATHING SHANK ON ROOF ROOF& WALLS 10d OR 12d 0148' X 3' 0131, x 3 SEE PLAN BLOCKING & TOE 0148' X 3 -A' 0131' X 31A' NAILS & TOP PLATE 12d 0.148- X 3 AA- 0.131- X 3 %- 8" 0 CJCOMMON) STUD WALL e" O.C. OUN NAIL CORNERS 10d OA48' X 3' OA31" X 3' 8" O.C.(GOMMON) STUD PACK 6" O.C.(GUN NAIQ COLUMNS led 0.162' X 3 %* 0,131' X 3 �A" (2)16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) f7 0 e FLOOR PLAN SCALE: 1/4" = V-W ELEVATION "All HOSE- BIBB 48'-8" 14'-10" 20'-6„ C 11 9'-9" 91-91. _-_-_-_-_-_ -_ -_ _ _-_-_ _ _ ' C6 TYP M3 BM3 i6M6 COVERED PATIO 20' 0"x 10'-0' BMS i 51-411 7• 0" , 7'_4" 51_0" 9'-4' 4'-8" VERIFY LOCATION W/ BUILDER © O (O ©. O O 25 SH 25 SH 1 25 SH DBL 25 SH ' 2868 EGRESS EGRESS 2'-0" -x 14'-2" 24'-6" ' 00K VAULT MASTER CLG. BEDROOM a VAULT CEILING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------- ti N T-10" w Z 3;12 J w - ,' GREAT SLOPE n: r0 - , o �', VAULT CLG. lil 3,-6" 1 _ , A ' z N 36" FLAT BAR N w to-p TOP ON 341h" LID IN I= w -' O co 3 ' WALL W/ 12" ; OO.H. 0 1 s Lu J _ 3068 - - - - R/SH --- ------- .: KITCHEN .� 10'-O"FLAT CLG. WIC w I N : VAULT i REF lit I ��/�� vvry I VAULT `--- " --- F12'- - - -RASH - - 4' 2„ 4'-0„ 2'-0" 10'-11^ 5'-5' B ED ROO M4 DOOR,PER VAULT CEILING M 2868 - ACCESSIBILITY AL , CODE 3'-6 DINING N 10'-0 FLAT CLO, 00 ,n . I n N ❑ I m M. BATH VAULT Ir' w e o .: PROVIDE PLATFORM FOR HVAC UNIT VERIFY SIZE W/ 2668 _ _R/S - - _ - N - - MFGRI R S / it 4 4" T 7?0D 3X4W O N r DRYER VEN D THRU ROOF�( NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY. W,H" r ' MAX L ,� 3 �y rS SEE SHEET 4 FOR DETAILS " 4 Lj� in --", ^.1 L VAULT CEILING w ; W ,, .UN HANSON BOX �� �1 @ 36" AFF iI '. 21, 3" 7' 9" 7'-6" 12,-2„ FOYER ' ATTIC ACCESS LOCATE ON FIELD VAULT CLG. 2688 rl rl 22 X36"MIN 0o BW2 d d di - - ® WF39 I I 3,_7" 8, 7" w U t. S-3 po - - - - `-------- ---- -- --- I I - -- HI © IN BA, 2 LU 3 CAR GARAGE 3068 VAU T cLG R/SR 8' CEILING _ 4 w/ T NS ABV. EGR S PER ELEVATION 4'-1" (Y `T$ r" MS03 WF42 i:N WF4 S-1 a S-3 o S3 2668 --_--- 2668 N BEAM BMi @ 10'-0" 6x8 PILASTER ----------------.T- -----' 2PLACESTYP. WIF ----------------------- -------------- o ti ----- i - i - - Q.T. - - - - - - - - - - -�-- - 6,_4„ -- - - - I S12 J BEDROOM 3 ' S2 S12 8'-0` CEILING , 8' X 7' OVERHEAD IDOOR O EGRESS .EGRESS I" Fill 16' X 7' OVERHEAD DO 25 SH 25 SH -4„ 8'-0„ 1'-10" 16'-0". 1,-10" y-6" 1',8" -5'-6" 10'-0.1 19'-81, 6'-4' 12'-8" 48'-8" +HOSE BIBB Q t KI 0 0 N O 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 m © +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 ® +24.3 / -27.5 O +23.3 / -28.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES 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 GENERAL NOTES I. R302.5.1 Door from garage into house must be a minimum 13/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid Soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302,6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a flDorceiling assembly, the structure supporting the separation shall also Protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent, 4. R912.2.1 Window sills II In dwelling units where the top of the sill of an operable window opening is located laBs than 24 inchesgreater above the finished floor and r th en 72 Inches above the finished grade Or Other Surface below on the exterior of the building, the operable window shall comply with one of the following 13 listed methods]. 5. R908.4.2 All windows Within 2'-0" of doors and In shower or tub areas will be safety tempered glass. 6. Coiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on rMof diagram nailing schedule or 5/8" COX. m ' 1X T&G acceptable for substitution.. 7. ECt R402.2.4 Access doors from conditioned spaces to Unconditioned spaces (e.g., attics and crawl spaces) Shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. 101502.4.5 Duct length The maximum allowable exhaust duct length shall be m e methods determined by one of the s eclfled In sections m p M1502.4.5.1 through M1502.4.5.3 9. Cellings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter" The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSS per manufacturer speclfications JE�I gW� ED NTw FOR ':LJrE O PLIA L O' a' a Y BO A.#e FILE COPY AREA CALCULATIONS let FLOOR 2004 S.F. TOTAL LIVING (AC) 2004 S.F. GARAGE 754 S.F. COVERED ENTRY (BASE) 45 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 3003 S.F. °t1/t111111//7 p TOF?q P0 tA S E L. O \O tv ' c N f0 fap O w Pi O ti c F (� C' OI 11 IL 8j2 a x6 z W �m Qy�LL 41 N a w y g OY � Nil O5g� � & p GJJ asn8 M�g.y. m. m 1 SNrm 'L C, i3r 4 1 Q ��.g,5° N. '. L-O WWW.FDSFNG.COM ❑ ❑ ❑ Z C g a7, Z 8 0 Z Y ( a - w Z � N N M � W a 0 w c (� x's' U 8"! a,Be\DAMS HOMNO FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZ,E PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: LL 0 Z `-) c 1H LLji + O rD M J N ®-ILj ® Model Name / Number: 2000 VT Plan Issue Date: Wednesday, May 26, 2021 VI KA PROJECT NUMBER: 21-4885 Sheet: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24•' (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" ' CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8" REINF. OPTIONAL CURB FOR F,F_. VARIES GRADE SEE PLANMASONRY 0 ELEV. 0'-0" W/ (1) - #5 BAR CONT..e • ` i w 2 STORY: 20" X20" REINF. cpN �- " W/ (3 - 45 CONT. 16": (2) #5 SEE PLAN rr REBAR 16 (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2"=r-0" FM02 SECTION @ GARAGE 1/2"=1'-0" REINF SEE PLAN F.F. 8" (1) #5 REBAR CONT. pTFnuE�� FM03 THICKENED EDGE 1/2"=V-O" =1-0" .SNN o TOa'''% (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. lj�;•GEN S .. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION No 8T8 PROVIDE 13" WIDE _ FRONT WALL RECESS AT GARAGE OF GARAGE " '# OF DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. �'0 5� P O�• ALIGN. DRIVE W/ BOTTOM OF ! ' 20" RECESS &PITCH DRIVE 2 STORY: 20" X - 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. V JOINTS 10" O.C. TYP. 18" (2) #5 REBAR p 3 FM09 I SECTION @ GAR. DOOR 1/2" =1'-D" SE =1'-0" FM12 I STEP DOWN NON BRG, SEE PLAN " OPTIONAL CURB SLOPED GROUT 17 OR MASONRY AT TO DRAIN 4"x 4"x 18" m ELEV. 0'-0" WITH CURB p y - (1) #5 BAR CONT. It 8. (G.C. VERIFY) Bo I f z ,' •a , r F.F. REINF. M ib 1/2" - 1 SEE PLAN TYP. SEC. P• a (SEE PLAN) a 2 #5 CONT. INSTALL LINING ''��`•. -., w v 2 #5 BENT BARS W/ MATERIALS PER e'F _ y y75i MIN, 25" LAP SP LICE FBGR P2709.2MUDDED FLR.SLOPED TO DRAIN FM14 SECTION @ RECESS SHOWER 1/2"=r-o" FM18 TYP. STEP FTG, DETAIL 1/2"=r'-o' ALTERNATE: REINF THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONT REINF. GRADE PLAN BY COLD BENDING THE BAR WITH SEE FND.. FOR ... . MIN. BAR LAP OF 25" QUANTITY- #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. " REBAR, TYP. U.N.O. : •' •- = 16„ (2)#5 REBAR A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3)-#5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=v-o" FM23 I TYP. FND PENETRATION;'D F ' 1/2"=1'-0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS - <674# 61'B" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 6744 5'<F" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS - 845#: 4'-0" >4'-0" - 5'-4" 18" 18" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'�" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ARV. -MAX F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR 11) #5 HORIZ. CONT. TIED' EA VERTICAL REINF. BAR- #4 TURN BAR 0 STEM WALLS GREATER THAN 4,-0. (1) #5 HORIZ. CONT. TIED EA. VERTICAL REINF. B MIN. n_._ FlN GRADE-8" TO TOP OF STRIP FTG. COMPACTED CIEAN FILL IN MAX:L LIFrS i STRIP FTQ- W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) c" I. COVER d FMASW I STEM WALL SCHEDULE ,.i m IE COUNTY locc NOTES: FILE Wei 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W:M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND -VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED cm EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM NOTE 3-IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO r-SEE #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ®16" c O.G. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" g„ h • TALL (TYPICAL ALL CORNERS) a 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. B.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. s 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 �.§ga " z9 00 g�wgg F LO cor- $ ki os d i D �Fn N N pp W d "q y aN�OG a a_ V §•4w 1131 aw z s3 3 i'Tg 3 g g IL Z� at '4 ad § W N N ". s � § 'a VfMV.FDSEN6.COM ❑ ❑ ❑ z_ m� 0 0 7S QDz w; (/� l..e....� a C4a�� z M w c Lp u o N E too V y r " U ¢ N 6 FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® FJob Information: 0 L c LO W o M m 3 o gi zI—�Um m rl �° Do E OL _J LLI � LO o ED cn (n ® Model Name / Number: 2000 v Plan Issue Date: Wednesday, May 26, 2021 KA PROJECT NUMBER: 21-4885 Sheet: ■�Ri�e SCHEDULES & DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2.DO4 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 UGHT'G & RECEPT. + APP. CIR. - 34,562 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,562 NVAC CIRCUITS A/C ( AIR HANDLER & COMP,) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0100% = 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 ��I'�''�.f�7vL�n\\J\' EDGE OF WALL Q `� 2x6 WALL (FLOOR TO CEILING) 2'-B" USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER rL r.s. PROVIDE DISCONNECT AND GFI/WP OUTLET PER -CODE FOR A/C COMP. INSTALL FAN BOX PREWIRE it FOR I � — NA I I (^I INSTALL FAN BOX PREWIRE WP GFI -------------------- FOR D/W FI I , 1 � 1 1 11 I I I FAnr W/ LIGF�71' / GFl �d 220' � g D / GFl , GFl 1. -�7 - 'GFI CM 7 I I G , o INSTALL FANS BOX PREWIRE -0. / ' I I / o CHIMES F la, 220 r 20 ; � � 220 1 1 � . �, g� GFI W.H. r D L /. w @ 42" {`} cFl / w wa GFI r 1 W 1� Y` jl 1 _ 9 ATQC EEECTR,,/, IF RE,'Q'D BY C E ✓' " —41 GFI - — - ` GFI GFI - - 042 FOR GARAGE FOR GARAGE I DOOR OPENER DOOR OPENER ------------------------- ----------------------------------------------- 1 i I I WP GFI 1 1 1 I GFI /1 P 42" HOSE BIBS I 1 ----------- INSTALL FAN l...l BOX PREWIRE 4INSTALL FAN 1BOX PREWIRE I 1 , LL I ® I INSTALL FAN BOX PREWIRE ELECTRICAL_ PLAN SCALE: 1/4" = 1'-O" ELEVATION "A" 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" AEF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4.ELECTRICAL PLAN. IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL217 6. PROVIDE AFCls (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS 1N ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034. STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315,1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12 BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A. BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24", THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %/� FLOOD LIGHT $4 FOUR-WAY SWITCH �/ U $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE D�--D_—�Q TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 4 110 VOLT SPLIT SWITCHED OUTLET I,L W GROUND FAULT INTERRUPT to ' 2 DOOR BELL CHIMES WP - WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET Q- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER R� RECESSED LIGHTING J JUNCTION BOX ❑ WATER PROOF RECESSED LIGHTING � `\L/ THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM L.E.D. DISC LIGHT omi GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SEF SAME AS UNDERGROUND 200 AMP SERVICE 200 = 210 COPPER OR 41%tyh IN 2' CONDUIT s9r11 to METER. Mp�N DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 6 COPPER TO RANGE INTERSYSTEM #BTOHVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODEAPPRO A�IRTOIdT(W'y a)APPROVEDGROVNDING ROD W/MI .B Pam*, 1�'i..00��,.,,JA ��' b BONDED TO CONTINUOUS FOOTIN T ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO, r-I 0 N C4N m a G a 5 00 s S I• � a LL � - w O 'o a�9LL� a rn y zgg b@g Q MIL IL ' F 8�e ® o U a ;§ if r vw? � 'a' WWW.FDSENG.COM ❑ ❑ ❑ 0 z z0 Z � Q Y to 12 d _ r-i zFj n kn O M kl401 v We � W -6,V 0 � (Do w wf Lt/1 � 1 f� O .=mac, N E a �gm r4m DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: rltoo Z G Ln 0) LLJ OLn c cn m m o m r S = U I- 0 M ® 0JL1JZD v o ®I m V) U) LO Model Name / Number: 2000 Plan Issue Date: Wednesday, May 26, 2021 I KA PROJECT NUMBER: 21-4885 Sheet: Of: ELECTRICAL PLAN 48" OFF RIDGE VENT 48" Off RIDGE VENT 48" OFF RIDGE VENT TOP OF T0P OF BLOCK 0 50 2N. FLR, 0 ZED TOP OF WINDOW 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW 25 SH CNTR. ON TUB : TEXTURED DECORATIVE SMOOTH RAISED CEMENTITIOUS COATING CEMENTITIOUS BANDS CEMENTITIOUS w/ 2'-0" RETURNS — - FIN. —FLR. - - - — OF BLOCK - e0 TH RAISED CEMENTITIOUS BANDS W/ 2'-0" RETURNS FIN. FLR. mt----- ------ TO] C tx LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4"=1'-0" 4W OFF RIDGE VENT .LOP _OF WINDOW ZO io 25 SH P: VENTILATION CALCULATION ' _AN of ventm g eaded xhaust Soffitproduct provides 4.12 18.00 net sq in/sf ' net sq in/If Ridge vent pnovides Off ridge ventprovides 138.00 net sq in / sf Overhanggdistance 1.33 ft S.F. of Area to be vented (SF) 3003 S.f. Total needed for exhaust for upper 1/3 721 net sq inches Total needed for intake soffit area, lower 721 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 40 Lineaf Feet of Soffit needed to meet re wired. 132 Uneahfeet of Soffit provided b: plan 232 I --------------- --------- FIN. FLR-. DI%`uT C1 r®/A-renm VVtKHtAU UK. _...... w/ 2'-0" RETURNS FRONT ELEVATION "A" SCALE: 1/4 "=1._O„ 0 N e4 01111 fit III T O R O i N0 m OF rs`s L ss O c i U N C C n7 m yy to a O D¢ 6 V Lo 00 W. $e �g g a� a ° a• F QvQsA w w w 3 � b wg�5s �, 19 gm� m pomi ,�nEaw IL LL a e R 6 d� s gv' s ❑❑❑ I �� vnvN.EDSENG.coN C9 `� Z owl z a= J N 2 — E z t' N t"o k --) y Vvu W +C� W 4rGr� t/T .m U N E M a �gQ OOD 4 `DAMS MQMI SS FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE (PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: LED c `1 W v d � M N O N J N 0 _j LuD�/� 0 W (Vry A (n ® I Model Name / Number: 2000 ® Plan Issue Date: Wednesday, May 26, 2021 ® I KA PROJECT NUMBER: 21-4885 Sheet: w Of: ELEVATIONS - A SEE DER. TB03, G.C. TO PRI BLOCKING' W/ APA RE( FOR SPAN I SHEATHING SE E "HIP R BLOCKING" 20' 0" MAX 20'-0" MAX FOR WIND SPEEDS. < 13OMPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS LI ILq =00 qi, logo "X" DETAIL BRACE TBO1 I H_ SEE A ATING OF - mill IN mile BOTTOM CHORD GABLE END BRACING @- GOP CHORD 2X4 #2 SYP 4'.0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 11 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 NITS FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:121112:12] (SQ FEET) (-) VALUE DENOTES SUCTION B=4fl „B I,a k �" % jroE 1 O r AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 -51.06 -51 06 10 GABLE 1 -37.00 37.00 1 -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 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667RSRS-03 (10c) NAILS @ 4" O,C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q Q SHINGLE: Ull EXP. 1 (4Q20) ALE: LEI 1 ('20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Bd (2 38" x 0.113") NAILS r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1232", SHEATHING SHALL BE FASTENED WITH ASTM F1567 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-C4 (3' x .120") NAILS a=4R 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. [4:12]-[12'121 RAFTER W/ BLOCKING @ 16- O.C. IF NO DROPPED GABLE END, ATTACH 2x4 92 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. _ WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le. O NAIL AT BASE 2 ROWS @4.O.C. .1 ad COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS Q4"O.C. w/ Ed COMMON NAIL. © NAI L OPENING PERIMETER wI(2)ROWS 04"O.C. w/Bd COMMON NARE. DO NAIL INTERIOR AT 6'O.C. WI ed COMMON MAIL O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ Sd COMMON NAIL. O PLYWOOD SPLICES IP HEADER- NAIL SHEATH ING TO HEADER W/ ad COMMON NAILS 04" O.C. 12) ROWS V TOP & BOTT. O(2)Ed NAILS @S"O.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. 15132"OSB EXPOSURE1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT PULLHEIGHTSHEET NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131-X21/Y. D NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y (2} a TOP PLATE BEYOND 15/32'OSB EXPOSURE SHEATHING __________ -__I------.-_1 jj II. ii 11 I SOLID 2x BLOCKING r F 11 II IF II I CALLSHEATHING u"j rOy EDGES y 111 {I C II �;II II. 1 II I II CS (SEE SECTION X-X) 9 jll OPENING _ II II 11 I JL___ _ -JL___ II 111 I I I I I STUDSBEYONDrO2x w SEE PLAN N� j l l I I IIII IIII llll II II IIII II II IIII II 1! 11 I II I 11 I of IIII 11 II IIII II 11 1 I �� IIII 111 II II IIII I I 1 II 1111 II 11 II I II 11 II 1 IIII I1 II IIII II 11 II 1 IIII. U II 1. it 1L 1 III II yl 11 I Y ALLSHEATHING I I� / 2x RISSON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/8" 'S"=NAIL �318" SPACING SINGLE NAIL EDGE SPACING 112- DOUBLE NAIL EDGE SPACING. LL pes ryw� LL �9,/ P.T. BABE PLATE BEYOND SEE PLAN LOCATIONS MIN 2 X4 412 SEE TURNED VERTICAL W/7/1151' FLFTCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH BATE TO VERTICAL WI (4) 9d NAILS NAILS 0 W O.C. SECTION X-X TB IL WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -2000 E1ev A 3CF TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID �: CONNECTOR UPLIFT FASTENERS NOTES ' UPLIFT DESIGN BATING A01S-AIDES, C1-YS, Cie, C1V-05V, E2A, E5, L/R -1194#ar less HUA16:/PER TRUSS MFR 1810# (9)10dx 1-112" E7, E7V GO1S-GOSS HE, H7, H7V (9)Ed TOP PLATE C1C, C1P-CSP, EP, H2, H7P L/R -459#or less H10A/PER TRUSS MFR 1040# 9) 10dX 11/2"TRUSS (9)10dx 1-1/2" A07-A15, 901-B04, DOH, D02 L/R -1396#or less HETA76/HETA16 1810#/1810# (9) lOd x 1-1/2" 10 led x 1-1/2" A16 L/R 2125 #or less (2)HETAI6/(2)HETA16 2365#/2365# (10)10dx1-1/2" (22)10d w/(1) 5/8" AIR w/12" EMBED ' D03A L/ R 5389 # or less. MGT/.(2) FGTR 3965#/ 94508. (36) 1/4" x 3" SDS "SET" EPDXY @ (on MGT & & (t2) 1/2" x 5" TITEN HD. SCREWS (18)10d x 1-1/2" KOl, K02, L02 L/R -510#or less H10A/H10A 1040#/1040# L01 L/R -1934#or less (2)H10A/(2)HIDA 2080#/20$O#`' (36)10dx 1-1/2" (36) 10d x i 1/2 CIS -CSS Vol -V05 L R 137#or less PER TRUSS VIER TRUSS MANUFACTURER PRORUILD DATE OF LAYOUT. DATE OF TRUSS CUTSHEETS 5/22DU L=LEFT, R=RIGHT&M =MIDDLE BEARINGS ' BEARING LOCATI ONS ARE R EFERENCLD TO TR USE MANUFACTU RER'S TRUSS D RAW I NGS ) - ALL CONNECTORS. ARE SIMPSON PRODUCTS TRUSS LAYOUT "A1f SCALE: 1/4"=1'-0" ROOF CRITERIA -16" OVERHANG 49 EAVES U.N.O. -12" OVERHANG D GABLES U.N.O. -SQUARE CUT FASCIA PIT -ROOF H PER ELEVATION R C SHINGLE LOADING SIMPSON - CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS $FR SYP CONNECTOR&FASTENERS SIFF SYP HeIA16 w/(9)100 x 112'OR HTA16M(IR10d It I IWOR OFRAMETO MASONRY HETA20 w/(M1W x112" 1810 XTA20 w/110)10d z112" 1595 1870 O FRAME H2.BAM I10)W NAILS SEE586 RI (10)8d NAILS 515 585 FRAME © FRAME TO H10Aw/(18)lOdx112' 111 1040 RTi6AW(17)lWx112 895 1020 FRAME H10A2W(1S110dx112'A72PLYTRUSSE8 910 1080 RT16F2w/(16)1Odx1112-AT2PLYTRUSSES 9M 1060 OFRAME TO MT812 w4l4110d x 11(0(ATEX 1L0,F1 BID M7W12W14)10d.I 12"(ATEXTERIOR 1005 1195 D FRAME LOCATION INCLUDE Sr) 1, TOENAIL 990 LOCATION INCLUDE (9)/2d TOENAILS OEFRAME TO MGT W/ 2210d NAL6AND WS' A.T.R w/ 12° W 10d LS AD 51W AT.R. w/ 9930 485 MASONRY EMBEDMENT W/SIMPSON 'SET"EPDXY 33J0 MBS12HEMBEDMENTwI SIMPSIXJ"SET°EPDXY TO HTS20w/(2411Wxi 12"(ATEXTERIOR HTW20wl(24)10dx112'(ATEXTERIOR OFRAME F FRAME LDATON INCLUDE (9)12tl TOENAILS 112s 19 10 LOCATION INCLUDE (3)12d iDEMAILb ins 1s30 FRAME TO HTS20 w/48l Be 112" AT m ( ) (A HTW20 w)4810d x I l2' TEXTERIOR ( I 9080 Q FRAME LOCATION INCLUDE (8)12tl TOENAILS 2250 20M LOCATION INCLUDE (6)12d TOENAILS (EA) L 25]0 HGT-2 W (16)l W NAILS AND (2) 5l8' AT.R HLGT2 w/ (16)10d NAILS AID (2)'S'B" AT.R. © MASMONTO M12 EMBEDMENT W 81MPSON-SET' I 10890 W1 TY EMBEDMENT W/ SIMPSON 'SET" 7020 9790 EPDXY (HGT-3 FOR 3-PLV) EPDXY (HUGT3 FOR 9-PLY) FRAMETO FGTRW(18)1/4" xT SDS WOOD SCREWS 3400 FIELD W/(12) WIDE WOOD SCREWS AND 7100 H O MASONRY AND (2) 112'x 5'TITEN HD ANCHOR BOLTS 4725 H)3M"x6"WEDGE-BO1_T (1) LGT2 wl (16) 1 W SINKERS J1. FRAME TO & m 1760 2000 MASON" (SENOTE 06 BELOW) FRAME TO (21 LGT2M(32118d SINKERS &(14) (2J LUGT2 wl (32)1M SINKERS&(10) J2 MASONRY/ MA9 5 5 ( ) 1128)16d 9 M SOP 4060. M 1/4 x ' T 2PLRA 55 3 WED(1EEOL WI ( ) 3100JW SHOO-N FRAME SINKERS FOR FRAME OR 8 16d SINKERS FOR FRAME (2) (EA) 3240-F 3770E OR 16d SINKERS FOR FRAME EA 132) ( ) 9800f 4520-F J9 FRAMETO MASONRY/ (2) LGTS W(24) 114'x T DOE SCREWS F2PLY &52)16 4730M 8670-M (2) LUGTS M(24) 19-x 210 Wan SCREWS&(4)&'e'x5'WB(2PLYTRUSSI 611 7050.N FRAME SINKERS (EA) RFRAM (E OR (52)18tl SINKERS FOR FRAME 5010-F 6980-F OR (50)1 W SINKERS FOR FRAME (EA) 6480.E 7710.E O BEAMTO HI14/00PTHUC410M(18)16d&(10)10d G#2880 HD410OPr HD4101Fw/(20)16d8(10)1W GI BEAM NAILS L#11895 NAILS MISER HU4IDOPTHUC410w1(M)TITEN G#4500 HD410OPTHD4101FM(20)114"GIxF G ©BEAMTO MASONRY IW Q314-8(10)iWNAILS U#1800 WEDGE-SOLT&(10) 1 W NAILS U#850 SEAMTO HW8OPTHUC46w/(8)i0dNAILS& CYN5/0 GY300D HD46OPTHW0w/(8)10d NAILS& G#1628 G#20/! O MASOMRYI (12)lWx23/4NTEN(TOMA9.) U*980 U#1135. 02)lWx2314'TAPCCNS(TOMAS.) U91030 U#850 FRAME OR(12)16d&(6)10dTORFRAME) SYP.F SYP-M OR(12)1$d&(B)10d(FOR FRAME) SI SYFL! (2) HETAIB OPT (2) HETAM 1920 1920 (2) HTA16 OPT (2) HTA20 1870 OFRAMETO 1-PLYw/r0)10dx112"OR 1-PLY wf(10)10dx110OR MASONRY 2JxLYMF1�18tl 2365 236s 2-FLY w/(12)18d 2430 HTSM16M(6)10d NAILSAND(4) 11VA 11r 9% 1110 HTWMI6M(8)iW NAILS AND(2)1/4-0SW 1145 1225 FRAMETO TAFCONS WEDG RBOLT O MASONRY HTSM20 W(10)iW NAILSAND(4)1/4'a1W SEE 1110 Hirl(10)1W NAILSAND(4) 14'x1 We TARCONS WEDGE-DOLT1105 1225 POFRAMETO BIDSW(8) Hdx112' NAILS AND (2) 318"x4' 7B0 Bill MASONRY TITAN HD DI wl (8)1/4" x1 III WOOD DTB-TZ W (8)1W A 112' W315 WOOD OSCREWS FRAME TO AND (1) 12' B A.T.R. EPDXIED wI 1836 2145 SCREWS AND (1) 117 B AT.R. EPDXIED W 1510 1835 MASONRY SIMPSON -SET' (SEE NOTE 114) SIMPSON'SET(SEE NOTE 84) HTT6 W (26) 16d x212" NAILS AND (1) 518' 9 HTT46w/ (26)18d x212' NAILS AND (1) ® FRAME TO AT.R. EPDXIED W/ SIMPSON SET' 43W 5090 WE ATA. EPDXIED M SIMPSON"SET" - 5006 MASONRY (SEE NOTE M BELOW) (SEE NOTE 04 BELOW) HTT4M(18) 16d x21/2' NAILS AND (1) 5/8"9 HTT45 w/(18) 1Ed x211T NAILS AND (1) OS FRAME TO MASONRY AT.R. EPDXIED w/SIMPSON "SET" 3640 4235 WE XT.R EPDXIED w/SIMPSON "SET" 4160 (SEE NOTE fM BELOW) (SEE NOTE 04 BELOW) 0 FRAME TO H103 w/(2A)lOdX112"NAILS 786. 910 LVOTI M(23)etl x112"NAILS 875 1045 FRAME OFRAMETO U HM9KTM(4)1/4Nl 1/2"SDSWDD 700 760 Rr18Mw/(9)I0dx1117'NAILS& 1395 1395 MASONRY SCREWS & (5) 114W 1/4'TAPCONS (4)lM'x13/4-TAPCONS FRAMETO VGTW(16)iW4 - SDS WOOD SCREWS& `SET- O MASONRY (1)519-0 AIR. EPDXIED M SIMPSON 35W 4940 M 12 MIN. EMBEDMENT ME TO (2) VGT w/ (32)1WXS" SDS WOOD SCREWS O MASONRY &(2) DIP' B AT.R. EPDXIED .1 SIMPSON 5170 7185 'SEP M 12" MIN. EMBEDMENT TOMULTI5M(22) YGT W/ 06) 1PP)Q- SDS WOOD SCREWS 8 10dS& NAILS)515-9 TT45 w/(18) OFRAME FRAME HOW430S2.5 w/S& 1)S/8.12"SDS WOOD 3285 4585 iW NAIL5&(1)518"80.T.R - 4180 scREws a O) 518"e A.T.R. TO 12)HTTSM(52) 16d'x212- NAILS & (2) HTT45 w/152)16d'x21/2"NAILS OFRAME FRAME (i)S43'B A.T.R. (SEE NOTE 4375 SOM 8(1)9/8"B AT.R. (SEE NOTE 04) - 5005 AFNFGAi MNNF!`TIIN NMFR- 1. CONNECT ALL FLOOR TRUDGES TO INTERIOR SEARING WOOD WALLS BEAMS w/ (2) 12tl TOENAILS. 2 ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3G.C_ MAY USE EITHER SIMPSON OR USE CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SIN13LE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1Z'x4'TO TRUSS VERTICAL WEB d(2) ROWS OF I Ed NAILS 3' O.C. STAGGERED, 5, 12" MIN. A.T.R. EMBEDMENT ® CMU DOING SEAM U.N.O. 6. SCAB TRUSS CHORD M W-M SVPn(MATCH CHORD LUMBER SIZE) w/Cal ROWS IM@4"FROM END &4"O.C. STAGGERED CENTER AT CONNECTOR LOCATION AS MUCHASPOSSIBLE. - AO MINIMAL CONNECTOR UND ON FRAMING PLAN 1. CONNECTIONFOR ALL ROOF FLOOR TRUSSES TO MASONRYWALLSI LINTELS ICF WALLS UNO ON PLAN Z CONNECTIONAT24'ORM-0.11 PENDING VERTICALS FOR ALL FLOOR TRUSSES PAPALLELTO MASONRY WALLSSEEDETAIL FB12153.1 FORMORE INFORMATION 3 CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALIMICF WALLSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3Y O.0 MAX M(2)AT EACH CORN ER.G.C. TO VERIFY LOCATION DES NOT CONFLICT w/TJI(IF APPLICABLEI LAYOUT & CONNECTALL FLOORTRUSSES TO INTERIOR BEARING WOOD WALUSEAMSM(2)12d TONAILS O MINIMAL CONNECTOR UNO ON FRAMINQ PLAN 1..FOR JACK TRUSS TO WOOD WALL OR BEAM �CONNECTION / \C/ MINIMAL CONNECTOR ONO ON FRAMING PLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCH ES SHALL HAVE 7/16" OSEI 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 Sol NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S' ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1,1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS,ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS, FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN &ELEV'S. FOR O.H. DIST FILE COP C.M.U. OR ICF WALL ° '--METAL DRIP EDGE 2 x SUB -FASCIA SEE TYP. WALL f ALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENED 2X BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD / (3)EVERY OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING W/ (2)12d NAILS I CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING U%TED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2X2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24* O.C. FASTEN TO CMU W/ 3/16"; TR'EN 2 AT 36" O.C. (IF WOOD WALL, FASTEN W/ 0.14S%il " AT 16"O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE MAI INSTALLATION GUIDE I(**) ALUMINUM SOFFITS> V4" BLOCK NG REQUIRED. I I(***) VINYL SOFRTS> VO" SHALL HAVEI FOR SOFFITS < T41 MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4-=V-0" TOR T7 4j ieii E of �Q qF L 111 Ulan 1 uo3 m a® uc eN 00 l$EP Q2. ui -i9P Za�m� a � o amo ® ®$m Wfp1wW15 C 0 J IL 3ry Tad ¢ k g$`9 2 O. 4 U. g9WW FDSENG-COM ❑ ❑ ❑ -- c9 F, o- o z N am J � d N rl D Z ry n ad a c (a0 m .o _ Y Om w � c F L) -cMv E w cC 0 U f ©Q c m FLORIDA CONTRACTORS LICENSE NO. CRCIS30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® I Job Information: O 1-4 W O al OS Ln O Tn Q m ? W J 00 P G1 ® _J Ld D CY O (�(J ® Model Name / Number: 2000 ® Plan Issue Date: Wednesday, May 26, 2023. V KA PROJECT NUMBER: 214885 Sheet: Of: TRUSS LAYOUT I FA TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/B) - 10d X 11/2 SP6 OR SPS FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. +re' 2°x #2 SYP/SPFP.T. W/ S)1/2" X W "J" BOLTS OR (3)1/2' X6" EXPANSION •«. ANCHORB OR (6) 3" X 1/4" ` TAPOONS OR (�I2 /8" HILT] TUEDNI 8F 12-1 B/1 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EX / RG/ HEAR) WALL TO N.T.S. RMSS 12" LINTEL DETAIL #5 REINF. 20" MIN. LAP BAR R #30R#4 REINFORCING 1) BAR J�• #P R #A 1 AP CPI ICE 5" MIN. IAP #5 STD. 90° HOOK kb RSEINFORCING BAR #5 1 AP SPI I SCALE:1"4'-0" N. LAP #6 REINFORCING BAR • GRADE 40 U.N.O. #S I ASPgP ICE NISO5 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2A1" 12" O.C. 1 2 X 6 1/4" X 2aA" 12' O,C. 2 2 x 8 1/4" X 2a4" 12" O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. rPRECASS�___ (LINTEL r (2) 2X P.T. RUCKS W/ i 1/2" O.S.B. BETWEEN r FASTEN PT NAILER TO MASONRY , t IF DOUBLE 2X NAILER 15 USED, USE 1/4"X 4 1/2" TAPGONS. SEE OTHER N07E FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT. MIN. 25 LAP (ACI 530) LONG. SLAB SEE FOUNDATION PLAN FOR MORE INFO — �v IN —FORM & GROUT SOLID 5 BAR CONT. NON-SHEARWALL SEGMENT 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 #5f# LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOPOFSLAB 4 MS02 TYPICAL SHEAR WALL SECTION N.T.S. 3/4" = 1'-0" U O U U LINTEL PLAN SCALE:/4"=1'-O" ELEVATION "A1l AND "CRR 0 AG GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH 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. * 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. (*) ANY LINTEL DEEPER THAN Ell HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE 15 ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCRETE F a FILLED WITH GROUT /U=UNRLLED 5 REBAR AT TOP MIN. 111R Q'D R=RECESSED /2 CLEAR ON. OF #5 ®BOTTOM �REBNL OF LINTEL CAVITY de z TOP KNOCK OLT LINTEL BLOCK COURSE F16-113/1T 5 tOMINAL GROAT [QUAMITY H OF WIDTH #S REM AT N5 BERM AT TOP BOTTOM OF UNTEL CAVITY NOMINAL o HEIGHT OM RBNMRGNG PROVIDED IN LINTEL 7b TUAL VARIESI TYPF DFSIRNATION 8" NOMINALWIDIH GFNERAI CONCRFTFI.INTEL MATFRIAIS GFNFRAI INSTAI I ATIGN NorFS 1. Pc a¢epa llm¢Is=38CG psi. 1 Provide tug narter head antl bed joints. 2. Pc Travessetl lintels = WOO psi. 2 Shore filled Intals as resoled. 3. 111 per All Ca76 Pg=3"pel w/ 3. Installation of lintel must campy with the"RecWrel and/or structure! drawhgs. 4. maximum 3/8" aggregate and 8• In 31• slump 4. U-Umeie art maxrtactureo S10 51/2" all notches et Me ends to amomorl 5. Concrete masonry One; (GAU7 per AMV ma w/ verheal call reinforeng And ga uMl minimum net area cangassive strerch=2lx10 psi. S. All lintel. mast or exeaadL/6A0 vertical da8xlon,"I llrdals IT' 4" 6. Redar per MTM A615 Gmtle 60, sell a nominal he'll" or w meal a exceed L/180. PrestreaNrlg strand per All AM gratle 6. Bottom field added mber de d, I ... ded at the Sol of tide lMon mvVd 7. 2701. relaxaion. 7. T/32" die n mar Mm atlrrupa we walled W the bottom steel ice maeinnk.& arxneral 7/32teirepa ASTMA510. S, Cesttppie. conaete may oe pmwlded ih mrel Trial "lieu of concede S. Marter Pa ASTM C270 type M a S. masonry unite. G. SaN load ratings based on rathmel design asayeie per Act 30 and ACI SW 10, RaMe Pooluct 4paovel No. 15&1 71 Tma exterior ouri a IMat. Installed in edaia cmcmM maory wallaAmer here a meting of alum..Pp . n amatlavm wim ASTM C 928 oroMer Spprovetl meting. ]2 Lintels laatlatl slmaxenemed wth vergcal (geoid antl ugxt) ad M1odxmbl (Hanel; loetls ehautl pa cmedatl for eanpre loadingwhh the 1pbwEtg squabn: Applied caddel load } Applied halmmul load < LO Safe verdael load Safe M1aimnlel load O:' 0; O;' 0 '0 '� - ~ ~ O O O O SRF"B/1T 8F80B/1T :) © .p p - O O O O 8RF141B/1T SP16-1B/3T 1`0• ,'0• ,:'O C D O 0 O O . 8f20dB/1T O 0 0 O •.0 CO BRF2F2-118/1T BF2416/17 0 0 0 O Sam IS/1T •�' O 0 O 811B/ST O REVIEWED FOR CODE COMPLIANCE Te LUCIE COUNTY BOCC PRECAST "U" LINTEL W/ 30DOPSI CONIC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS (TYP.)—• REBAR ON BOTH SIDES STD. 90 DEGREE--�*, ANGLE 3000 P.S.1. OF OPENING U.N.O. CONIC. W/1 #5 DIIT . REBAR PROIRDE XNOCN•OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL $BUD W/ (1) #S BAR FOR ALL WINDOW OPENIN439 ii AND LARGIEFI 8"X8'x16' CMU U.N.O. C. TTOR e�CP�'rcNSE • `S °°O w .• l Ol • Q � PLOR\•° °®�, FS .1 ON �. !�tT 14111TT1ti � l ffi EE5 F se - TO 1 W m,o a to OD -w Q a �LL W q a IN 3 q �P'SOn . gn$ mom^ m CO 1J. `eEPe0 o J rn Spa Z LL J � Co rn S}' o r 'FIB WWW.FDSENG.COIM Z N Z y Q '= I��dlt J N a Z ('V �* n JM M W I To W� % all Ln_CTO If r— Trf I._..._...._._ _. F I*... LO N N ~ U M c U 4W Q N ooA ra A DAMS MO FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IUI �A�.LBeFLUSH COPY ♦ Job Information: fvc STD. 90 HOOK N � � S = li3 SEE �IiNDATION PLAN FOUNDATION BLOCK WALL REINFORCEMEINT -TYP. BOND BEAM O s-d S" x S" x 1H" K.O. >= O LO LINTEL BLOCK FILL W/3000 P.S.I. w N de' wn #s CIA. REBAR REBA m > m � �° � INDICATES FILLED FROM TO G m DO a BEAM 115 1 # BAR MIN. e 1 o JM1 //�pp J W V) �/�� VJ Ln LL ♦ Model Name / Number: 2000 TYP. DOWEL.25" ♦ Plan issue Date: MIN. LAP (ACI 580) Wednesday, May 26, 2021 VI KA PROJECT NUMBER: I 21-4885 Sheet: V� ®® OF: LINTEL PLAN 2x6 #2 SYP P.T. W/ (2)'/z"x5" 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" o "J" BOLTS WASHERS SET IN FILLED DELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL SECTIONAL @ OVERHEAD j� P.T. #2"Q �,. �eS S E ° gym! CONT. o o DOOR ,avg O TOR s�f WOOD SYP 2" X 6" r ' - b : TRIM 0 R 1.L3 2"x6" P.T. WOOD JAMB r eai DOOR AND CONNECTION PERK ° GARAGE DOOR MANUFACTURER GARAGE SLAB JA N` d+r� � S I O�Pti "�M TYP. GARAGE DOOR �• ail I111L,OL�, N a TRACK MOUNTING DETAIL o o ` MS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.s. 'fi e— N to g00 PI ,� 01-00 P F Oa in u ak [/QT1� t7 t0 J J J mKN� a a BLOWN IN R-301NSVLATION PER FBC Z .1 30 103 AND ENERGY FORM SUBMITTED WITH a 2 ` p Y PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) y LL W m m J BLOWN -IN R-30 INSULATION PER 12 g Z w to 0 a Q FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES IO ' SEE PLAN FILE ROOF (PER ELEVATION) @ u WITH PERMIT APPLICATION '•� OVER APPROVED UNDERLAYMENT8�' U N 01 12 PROVIDE BAFFLES AT EAVES ' \ PER FBCR 905.1.1 OVER APA .2 o r YMM'.F➢4EN6.COM El El El g� p1pN (FOR VENTED ATTICS) PRE ENGINEERED WOOD ROOF SHEATHING -SEE SCHEDULE- O ,n FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR Z TILE ROOF (PER ELEVATION) �{�}(� SHTG &FASTENERS. S OVER APPOVED UNDERLAYMENT •� !� '' 1 �f — o PER FBCR 905.1.1 OVER APA 1TRUSS ANCHOR (SEE PLAN) /2" DRYWALL / , * Z _ ROOF SHEATHING -SEE SCHEDULE _ _ _ SEE PLAN FOR � W a � PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR BRG HT J TRUSSES @ 24" O.C. SHT'G & FASTENERS. - a • ' FELT PAPER OR • ' ° ETAL DRIP EDGE — N Z ry TRUSS ANCHOR (SEE PLAN) TRUSS PLATE ro ' I i 2X SUBFASC[A TO BE INSTALLED ON OUTSIDE , 3/4" P.T. NAILER FACE '.Rr SOFFIT. SEE ARCH. a--•' —PLAINS w o O Cp - — - 1/2" DRYWALL j� PLANS METAL DRIP EDGE CURTAIN NAILER r 8 x 8 x 16 K.O. /DO @ w � 1/2" DRYWALL 1 x 4 P.T. @ WINDOWS A' LINTEL BLOCK �/ Ln cm 1 x 8 P.T. @ S.G.D. n O.H. W/ (1) #5 DIA. REBAR & IV U N ZX SUBFASCIA 3000 PSI CONCRETE CONNECT ALL 2x STUD " SEE ELEV. TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. " w 00 16d TOENAILS PRECAST "U" LINTEL " '® ~ $ °� PLANS SEE SCHEDULE u 1/2" DRYWALL SEE PLAN FOR HEADER SIZE " c N r P c 7 aNdm am J A DAMS HOMES OPTION, 15/32" OSB EXPOSURE 1 ON O.H. EXT, WALL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. ADDED BELOW THE HEADER W/ EACH r PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. FLORIDA30000NTRACTORS EZEUCENSNO. CRCi33Y NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. ALL BEDROOM WINDOWS, N REBAR W/ 3000 PSI „ CONC. ALL LocnnoNs 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 " SHOWN ON FOUNDATION & FLOOR PLANS DIVISION LOCATION: VINYL FRAMED WINDOW w/ SCREEN " c (G.C. TO VERIFY W/ FLOOR PLAN v PORT ST. LUCI E LOCATION OF OPENINGS IN �' � VVED EXTERIOR WOOD WALLS. IF NO �°(. OPENINGS ARE INDICATED, FULL 1..,, Y• x '�?�CF— Job Information: STUDS ARE REQUIRED). 'r Y a R NOTE; ARE RE .SILL HGT. ON r .I " LI'yaaTY . VINYL FRAMED WINDOW ALL BEDROOM WINDOWS. W/ SCREEN �� WINDOW STOOL rl „ IX CEMENTRIOUS DECORATIVE PER SPECS " PRECAST CONC SILL „ FINISH 7/8" THICK PER 0 ASTM " C-926-9BA PAPER BACKED FOIL INSULATION AT CMU BLOCK WALL „ 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM ? EXTERIOR FINISH - MORE INFORMATION). SEE TB13 SUBMITTED WITH PERMIT (SEE ELEVATIONS) 01 1/2" DRYWALLON SHEET 6 APPLICATION O � FOR NAILING INFORMATION FOR 1 x 2 P.T FURRING FIG. DOWEL #5 DIA. REBM AR - Uj N R-13 INSULATION AT EXTERIOR WALL SHEATHING. 17" IN CONCRETE - 25" '`o'' WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. EXTEND ABOVE FILE COPY c¢ o m AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALLL LOCATIONS m ONS SHOWN 07 M� WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN L� 0 _j U W o0 d MIN, 5" FROM END - SEE WS07 ' SEE FOUNDATION PLAN FOR '^ ♦� WOOD BASE FOR TERMITE SHIELD , O J 'U) r(n O SEE FOUNDATION PLAN SLAB INFORMATION TOP OF SLAB J v / V J LL. • FOR SLAB INFORMATION - — _ - _ TOP OF SLAB _ _ - - - — - — — � �- M � Model Name / Number; ro � � GRADE 2000 GRADE ' n T ) Plan Issue Date: 'SEE PLAN FOR _ w CLEAN l iv p'u RE -BAR QUANTITIES •" Wednesday, May 26, 2021 COMPACTEDPILL VT KA PROJECT NUMBER: r SEE pLAN SEE FOUNDATION 21-4885 SEE FOUNDATION PLAN PLAN 16" FOR FTG REQUIREMENTS Sheet: Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4" = 1'-°" TYPICAL FRAMING WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1`0" DETAILS vf m 14i" 'h 1' 1+h" 1Vi 4 Q Q (2) 2 x 4 LAMINATIONS W/(1) ROW OF STAGGERED SOd (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED ISO (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS kONE OUTSIDE FACE) H31/2") COMMON WIRE NAILS OUTSDE FACE) INT2". E0.162O (D - 0 100', L OR EQUAL IEAC= 3L/2I OR EQUAL (D=16 11)ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY. PROVIDE 1/4"DIA. x 5 1/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION 10.3 FOR THE THICIWESS OFTHE LAST LAMINATION. ADDMONAL INW. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO ONS FURTHER INSTRUCTIREINFORCEMENT REQUIRED) F.F. IVERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'� 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 SP4 AT (3) 16d COMMON 24" O.C. NAILS(TYP)T FI SEE PLAN FOR WILL HGT. © III `3 ji::%� i .�,p: �1l/ 4�4 1;( • : .. NAILS @0400 TO SIDE & TOP NAILER .. TOENAILSi EACH •�I 2x4 SPF • • • I . •. •� Scl NAILS. SEE DETAIL ABOVE ISEE ELEVATION FOR ROUND/ SQUARE TRANSOM • j EACH END • L 1 WINDOW OR DOOR OPN'G CMU PROVIDE 2x4 ON TO 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) 4B M74' 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 NAILS 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 7TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS 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 APPLIff—I NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-( * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NOS EOFAA REQFAT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA :ND LESS THAN 4' (1) 1 (2) 1 (2) >4' BUT <9' (Z) (3) (2) (2) 10'-U" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP SOd NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U. N.O.) - Op�NVG' * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE TEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"0/C FOR 2x10 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 4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 I/2" AT GARAGE STEP DOWN P.T. BOT. PLATE SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO — BLOCK EDGE 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, ATTACH ED (WHEN EXTERIOR WALL IS PER NAILING SCHEDULE. EXPOSED TO INTERIOR SPACE) SEE PLAN FOR I BEAM SIZE BUILDER FRAME RADIUS AS REQUIRED u u , I � � I I 2x BUILD -OUT BEYOND WF38 I KNEEWALL @ ENTRY FRONT WALL 12 SEE ELEV. (TYP) 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 RAS) INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD 2"x P.T. PLATE ' 1/2" X 8" "J" BOLT @ 24" O/C MAX 8"x8"x16"K.O. ' BLOCK W/ 1 #5 CONT. CMU WALL N.T.S. FIE -VIEWED FOR CODE COMPLIANCE T. LUCIE COUNTY 0, VEERED WOOD TRUSSES Cm 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE FILE COPY �2"x4" STUDS @ 16" O/C CRICKET AS REQUIRED SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 I KNEEWALL ABOVE MASONRY WALL 3/4" =1'-0" Mill 0 c`9N co �'S tC as t� Dg 60"i � LL LL M�a "gym a m° �NNo a A m m g ¢ ��.efi o s Aga ¢ .po 3 ®S�Sd wE°i8 dD d °.?LL ,y Y m Q 8a I,, 2 d� m In o S''�,2"S U = H ° 'a ° WWW.FDSENG.COM ❑ ❑ ❑ Z M O o Z N 10 Z N h � M QJ in W C U Q w � c wNO Eo too 110 y�y Ins„-� a:O N U No wo ^O acqom QmI FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: /M I..r_ O z �Lo O LO W m 6 m d m m O Gj m00 J N a 0 J W v Lo o LI- I w Model Name / Number: 2000 Vi Plan Issue Date: Wednesday, May 26, 2021 KA PROJECT NUMBER: 21-4885 Sheet: S 3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 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 MINIMUM 2"x4" ' CROSS BRACING t ' (SEE PLAN FOR " '�.. - '�' ' LOCATION) ' " BLOCKING , (3) 12d , PER JOINT CONTINUOUS LATERAL BRACING- ' NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP W/ (3) 12d CD EACH TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL N.T.s• TS02 TYPICAL CROSS BRACING DETAIL N.T.S. 0 TTORR ` ,,,QP �� OVIDE 2X4 MIN. BLOCKING AT �NGE-• ; '•, .yI NTER LINE OF HIP/RIDGE, TYP. TRUSSES W/ 12D �.�: TWEEN (2) M' ILS EACH END TO TRUSS TOP L' HORD YP 0'0••"• 5 R'C r � \� • T RUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING tN WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP TRUCTURAL PACE,,0�••ONN G.T.--- SHEATHING a) ADD 2X4 ALONGSRIPPED 2X4 SYP #2 TOP CHORD WHENAIL TO TOP CHORD TO PREVENT SHE- --- OF HIPPED TRUSS W/SPAN FROM EXCEHIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EG.TSIDE OR BOTH IF (2) 12D NAILS MINIMUM (3) 12d'. ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SYP TRUSS BRACING SEE *SPACED AT 10'-0" MAX t"' s00 € 00 PLAN Q .gc'g2o 08 N O 2X4 BLOCKING B� � M € wa c BETWEEN TRUSSES HIP TRUSS SyFT-AA 13 N-L! TB03 HIP / RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. g Eo �'€B m��v O � w a �' 111^� m m J III IL SM. � ou z N OV .ts5a'" W 6 3 In ,= '� ^Www.FUSGNG.COM Lo Z � W z Z a TRUSS NOTES: 1. WCOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND OF ACCIDENT a M BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE Z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED m �1 TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OFANY CU 1/ CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT TRUSS. 4--I Lu W EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE O C 2. ALL BRACING IDS, CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANDE. 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. O w g U�t BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 4. ADDITIONAL BOTTOM CHORD ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERETRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. C MM�d �ra � SEE TYP. TRUSS BLOCKING DETAILS U N pEp w t O c> , ? 9' SHEATHING F— { 9 y 3 T04TRUSS X4 SHOWN 008 00 d TRUSS SPACES ALTERNATE [ALTERNATE DIRECTION C ¢ Cv O / MM QIW RUS "' A DAM$ HOMES - VERTICAL SCAB 2X6 #2 SPF 4W D.C. • ' W/ (4) 12d TOP & BOTTOM OR HS SEE TRUSS (2)'l NAILS SSEBC;ION TO EA TRUSS FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE OF (4) IOC REQUIRED @RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY 1.9 OUBLE TOP DOUBLE SEE PUN72x 1 XT T JJE D FOR GULFBREEZE, FLORIDA 32563 LATE SECTION B'B TOP PLATE PREENG. TRUSS l q c, '�' " �4.. '�-�. ��� DIVISION LOCATION: PORT ST. LUCIE STUD WALL �� ��4���II�� '. LL�3�, � ,- y Job Information: CONY. FRAMED RIDGE MAY BE NAILED w/MIN. VERTICAL SCAB 2X6 42 1130100 (4112d WHEN IT LANDS SEE 48" O.C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS 2 BLKING. NAILED EACH TOP & BOTTOM OR HE OR S10E w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER B COLLAR TIE EVER EVERY 3Td SHEATH!' RAFTER O 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) W TRUSSES W/ (2) 12d NAILS CD EACH END. CONT. EACH BAY c.. C L0 B TB 2X4 SPF W/ (2) #7X3-1/21' WOOD SCREW EACH TRUSS FILE COPY W ALTERNATING DB OR H5 @ 48" O.C. N M BLOCKING PREENG. TRUSS > f0 N V CONT. ROOF SHEATHING FRAME STOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. L Z M eH _I L � U OD a, 1.1.1 � SEE PLAN FOR CONNECTICN OJ 2X4 P.T. BLOCKING BETWEEN B DIAGONAL yV .*. 2X8 #2 SYP RIDGE BEAM ty V) V / to li TRUSSES W/ (2)-12tl NAILS CAP AT 8'-0' TRUSS LIS EACH END MAX - 2x6 RAFTERS & 2'4"O.C. Model Name/ Number: MAX. W/(3)12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM RAFTERS a 510D� 20 00 AXAW / 3NS (SEE PLANS FOR TYPE) Fr -0 O.C.X4 CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM v Plan Issue Date: 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Wednesday, May 26, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING VKA PROJECT NUMBER: 21-4885 Sheet: S Of. ROOF FRAMING TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s• AND BRACING DETAILS t3 N. Al THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16n DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE All 6" 3" 0.. b.. 3„ 3" 3" 3" 3" III I l„ I 3„ 3" 3„ 3„ 6' 6' 6„ DOUBLE DOOR W/ SIDELITES )A lE I" 6, iPACE :VEN LY i" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. m ---TOP OF SLAB DDZ 1 -II -ll°I i'.LIE,II° I 1- Ir" IT I 16" MIN. DIAMETER 2 t ° �r CONCRETE FOOTING 3" SPACE EVENLY 0 8.. e .. ----- 8 e" SEA NT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. GPM SHINGLE. wit Oycw Vol cast, Rake ` melee place 13eW 7' s to use In SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANTAPPUED ALL LEVEL VALLEY TEXiLIRED, PAINTED BEHIND FLASHING LOCATIONS) ESTER. WALL FINISH AND G A MINIMUMOF NDIN ABOVE 6-X 6'HGALV. VERTICAL RISE OF FLASHING KTE[MfrRY AL WALL FLASHING CONT. AT HNEEMMLL PLAGTER ST SEALANT ROOF SHINGLES y r v / FLASHING DETAILS NOTE: THISDETAIL IS REQUIRED F" H H : AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP " w/ ADHESIVE SEALANT & SCREW w/ 3/16" ` x 3 1/2" PHILLIPS FLAT'HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTAC H M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU " THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATIHING 8i OTHERS i 1/2" MIN. EMBEDMENT t —46 WOOD SCREW a BY OTHERS PERIMETER V4" MAX. CAULK S141:11I SPACE BY OTHERS O.A. WINDOW HEIGHT Ex---T--Tmok f TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S GE Sl F BE M e2m ON Haslmum Fasw*r$padn9 Wall Framing: (Jambs, Head and St) #15prurelPinelf it 8" h' _"`(""•--�"I".,-'.*) Or Began . Sillaone a1S 1-1j2" alOr ' Minimum Gamhp Bead 13/8'.. Mot -Ong. Rln C mss 5ectlon V iew BMWI r VION df Fixed WVrLNa ... .�.. MMM. --' Silicone Fir.•rior Sheathing -- Note: We stmagiyrecommend the use of9ashmg and/or flashing tapes and sill pans as stated M,A51M E2112-Ot. However, due to variation In codes and bulldmg types, It is leR up to the and user to determbte the proper installation ofthese items. LEAVE THE BUBBLE WRAP ONI Wore Installing your window, theWbtge wrap may be pelted bask for impednn, but please o,$tdk the wrapt.^. .protect the nbhafom s[ratchesand *W damage mall'Wmbriuma Ifs Pass. Sept Measure to be sure the opening Is 3W to 1f2" larger then the window sin bah verksO, and horizontally. • You may wish to medhill the in5tabatan hoes in the final nk time. Domaird dw hales M the ~hog fik as VW are net Sep 2 Apply a generous bead of sllleone n the basks de of the mwnnug fin, Use enough secure In sumderdy Or all voids between the fin and the wag sneadung.. Step3 Imetthe wkWow into the opening from the outside. The window is labeled "Inside and "mdside", but if these Male New, been removed, the glazing head should ~ be to the Inside of the building. 944 Install sham undo the sill adjusting than undl the unit Is plumb In the opening. shims should be Installed undo the sill mary2 feet The whitlow should be bell centered In the opening wth no more than 114" gap between the window and wall framing. Step 5 Install a#10x 1-1/2'screw 4" from the comer of she fin at each end of the hea0, sill and beth jambs, Step Install the Mrs irg Eastman; in from tl"rorno screws; to the cents, of each from member. Use rare not to over. tighten the hoe wW pit ds through the fin. Also, make sure the screws go in sta' ht and do i"t musethe freue to bow, Wall hams "A be a minimum of k2 SpnoxjPme Fir. Fasteeers should be 910 screasofsufidet length to achieve 1-3/8' penetration Into the wad and no less than 1y2" From edge ofhamin. Fastener anttM needed in eedh side oP trance to achieve 8" of Frame Nlemhs, 10" 38" tb' 34' 4T BB" Be" 66" 74" 62" 90" 9H" NumbvofFastawss 1 2 1 3 1 4 1 S 1 6 7 a 9 IB 31 12 13 Stop 7 Remove asses sllcoa Isquessaeour from around Me fin andinsimot for holes or told$. UsegbonetlDfillanyVO4ds. Sep 8 Bosomed, a foam insulation on be applied to the inbsio gap between the window And wall trots. If applied, &V;mustbe the NON EXPANDING MPE FOAM, Sep 9 Smx these windows arc tMically used in rooms with high makers, le, bathrooms, h k retummonnoed that the ksanor gap between the widow and wall harming also be sealed WMn shame and roiled so as not to interfere win the Installation of WallbDerd4leOrbirt. Step 10 Once all construction Is comgkte, remove the bubble wrap from tce Inside and ouWde oft" Window. If eecesoY, deee the Nods with a mild deborgent and Warm warn, olung asoft don. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval Roofing: 1st Choice COUNTY APR IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. F130310.1 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADS COUNTY APR Florida Metal Produ In FLAMCO - 2 a FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, OM A 4" O. . TYPICAL MAX. FL21580.1 R-: ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING PRODUCTS LLC ITAMKO No. 30 #30 ASPHALT -SATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH FL12328-R9 R905.1.1 Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 CLOPAY 53W5 18x7 2"x6"P.T. WOOD JAMB (5)1/2" DIA, x8" "J" BOLTS F1-18546.8 2nd Choice +30•0/32.0 CLOPAY 8 X 7 FL15279,84 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR ALL ONE LITE SERIES 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12' O.C. THEREAFTER. THE DOOR FRAME SHALL BEATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16F O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) FL20461.11 20461.1: -t87.0/$7.0FIB THERMA TRUCORP. RGLASS DOOR SOLID FIBERGLASS DR �20461.1 2nd Choice PLAST PRO ALL ONE LITE SERIES FL15215.2 Sidelights PLAT PRO U FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD AI m In r FL15332.4 2nd ChoiceAlum. MI WINDOWS & DOORS SERIES44O SGD reinforced FL15332.12 Windows: 1st Choice +40/ SO MI WINDOWS 3540 SERIES Twin Single Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. lib" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FOOR WSTAIELNATION THROUGVIDE 5/90 H 2x BUCK USE #E8 WOOD SCREW OFBUCK. SUFFlENT LENGTH TO ACHIEVE .IJA" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 17676.9 H-00/-50 +50.0/-50.0 MI WINDOWS MI WINDOWS 35M SERIES Single Hung (flange) 3540 SERIES Single Hung (fin) FL 17894.2 FL17676.2 MI WINDOWS 3500 SERIES. Single Hung (Nnless) frS%i FL17894.4 Mullions: 1st Choice M•1926 MI WINDOWS Mulilon Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFRCIFNT I FNGTH TO ACHIEVE A 1i4 rvI-Iy[o nonzonTal u I' rvummutw cwlocuhnctv1 rvtm 1 IVIIIYIIWuiVI CIVI6LUMCIVI rvnn i Iwnvuvtum FL 15804.2 EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16- TAPCON ANCHOR WITH MIN. 134" EMBED. TO ALL FACTORY DESIGNATIONS FL18644 R-6 WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/•71.6 KAYCAN LTD Standard vinyl Staple 10" on center In direction - of length FL16503.4 R5 Plygem / Variform I Plygem Double 5 Double 5 standard (Anyl)10" FL12194.1 Double 5 standard I standard vinyl staples solid 144 yeMe " 145 F12194.2 Hurricane Panels: St Ch a Dade County App. SHUTTER & GLASS Sto mhPanels 24 GA. STORM PANELS TI-7.6293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56125 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: I ``x111111 fill, LU C i LLJ �PtE :1> S ION, �4b I ��41111/iAE � ro N ' d c a r E�gmCIL F � 00 l Allgg m a mgs w i 0 22q a - N m 00 (n 13 as2r�a 3 c z a r �wa �o�& OalZN 9Ea0d a 2's € 0 a 8 m_ p V ��.� ".II♦ W U J $ N sad VAIM FDSING.COM ❑ ❑ ❑ z z C4 d R! to Z N NM Tra LU v 0 C O-0 r Jim W 2 Ln c d L!1 � tom h r— TB U - E i- 0 LT o m ;• .a—. t 00`I U �o a " • Q to O GM ALM HQM FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: lessesses o 0) LL-I 0' y On aMt bOA C) m a 3 � p-jLLJ� J m U / Model Name / Number: 2000 Plan Issue Date: Wednesday, May 26, 2021 / KA PROJECT NUMBER: 21-4885 Sheet: Of. S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS /�FOLD UPWEATHER : THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH /� RESISTIVE'BARRIER& WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING R703.1. envelope General. lu Exterior walls shall provide the building with aweather-resistant exterior •,veil envelope. The exterior wall ere TO BE USED. envelope shall include Plashing as described in Section R703.4. /-WEATHER WINDOW UNIT 0 RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall Are designed and constructed in a manner that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wan assembly by providing a water-resistant barrier behind the exterior cladding as TAPE s EXTERIOR SELF -ADHERED FLASHING 314'•1 °BEAD OF CONSTR. 0.3 In : 12.0 In SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) • WALL BY 61N. UP JAMB 6. USE LIQUID NAIL BRAND PRODUCTS DETAILS for Tye WaterIfelt r other approve. One layer is iveo. barrier asphalt felt, free from holes and breaks, complying with ASTM D226 yrse"a""tMxiww� OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING for Type 1 felt or other approved water -resistive barrier shall be applied over studs l sheathing of all exterior walls Where 15 asphalt left Shall be dppli¢d horizontally, with the upper layer lapped Over the lower Idy¢r not less than 2 inches. Where WEATHER SELF -ADHERED FLASHING %� EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed M accordance with the RESISITIVE / CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved waterxesistive /( PER FBC-R CURRENT EDITION 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS i( ) manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) appl3.7.3 Water -resistive ied ed over wood -based Sheathis water -resistive barriers shell i e Instavapor-pd as required In ermeable barrierection witha R703.2 at least pp rig, shall Include awater-resistive v p performance WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather RIM JOIST to the water -resistive barrier Is directed between the layers. Out, foldive barrier above header to anew for flashing installation Refer to the number marked as ® in each detail that corresponds to the resi2. Self -adhered flashing plus head flashing under weather BUILDING numbered items In the list Of instructions below: Exception: Where the water-res-stive barrier that is applied over wood -based sheathing hae a water resistance equal to or t t PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially nonwatr resistive barrier absorbing layer or designed drainage space. 3. Fold weather resistive barter back over head flashing and O Q 2. Install flashingand weather resistive barrier to form water shedding laps seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal fleshing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NTs SELF -ADHERED FLASHING SELF -ADHERED FLASHING •� SELF -ADHERED FLASHING W DO � scoring Cuts Instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW W PO I EXTERIOR DOOR WITH DECK - SECTION A W P O2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 water to the building structural framing components. Self adhered membranes used as flashing shall comply whir 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the bonding wall with a sealant complying RUBBERIZED ASPHALT Minim rtn0)SUbSbate using a Square place Of flashing materiel (6" x 6" with 812, or other0 or raappr TM ved st ndard aGrade PP owlet or for the typeproper of sealant. Fluid -applied nsion tlmembranes used TasC81, fiashing in % TOR EXTERIOR SHEATHING RUBBERIZED ADHESIVE comply gApproved♦ ILL 3/4"-1" BFJ+D OF CONSTR. exterior walls shall corm 1 with AAMA 714. The fleshing shall extend to the surface of the exterior wall finish. � O R r EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT 6. Fold as by arrows flashings shall be installed at the following locations: �`� �• pl S'C �� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of comer may Very, adjust folding of the flashing accordingly to fit j �e ^�G�' THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING g y ry' j g g g y 6 UP JAMS 6'. USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner - • �''' a19 •• REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 1.Exter-or window and door openings. Flashing at exterior window and door openings sh:sll extend to the surface of the LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary exterior wall finish or to the water -resistive battler complying with Section 703.2 for subsequent drainage. Mechanically L N COMPATIBILITY , RELEASE PAPER attached flexible flashings shall comply with AAMA T12. Flashing at exterior window and door openings shall be installed �. * : OF - in accordance with one or more of the following: �. L SELF -ADHERED FLASHING, `�� (BEFORE Fa.DING, scone �.A ,•i� �P Q`r ^ �� SELF -ADHERED RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications net addressed in the 1 � EXTENDAMINIMUMT' ADHESIVE AS SHOWN) s Q+ •,•FL F,.• FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing i re BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings.CSS THRESHOLD g p rrJgrff Irftttt` MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protectiono \_J NECESSARY IN CORNERS THROUGH SECTION -A at the head and cries. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 3 FLASHING 2 WDMA 300 or FMA/AAMA/WDMA 400. z 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING 5 projecting lips on both sides under stucco copings. NAILING FLANGE t Qz 4 3. Under and at the ends of masonry, wood o meta- copings and sills. 2 SEAL TOPS OF JOISTS t 6 4. Continuously above all projecting wood trim. V " p DO NOT FLASH OVER UNDER DECKING. i m BOTTOM NAILING H g 7 (SEE DETAIL WP07) $ $ � � °c ~ FLANGE S. Where exterior porches, decks or starry attach to a wall or floor assembly of wood -frame construction. E v5 i F w m 010 6. At wall and roof intersections. SELF -ADHERED FLASHING \/,/P®� EXTERIORSELF-ADHERED FLASHING DOOR WITH DECK WP05 SELFINSIDE CORNER 7. 7. At built In gutters. €9�i��� HALF ROUND WINDOW v r _ � w m•P� ,•, .-.. - ^ w a ". � 5 SELF -ADHERED FLASHING ',. @ a a 2= a z is DECK PROTECTOR JJ '`, 's Ig. SHEATHING { ii ' II it r, � - � �1 t'ri I it I ME I 1+�61 �411, 7/8" Cement Plaster tla 7/8" Cement Plaster Mil i 1 0 a o in accordance with in accordance with g i °ASTMC926 AST C926 ci m SELF -ADHERED , .-1 M i°- 'i'� vnm.FDsavaeppt ❑ ❑ ❑_ FLASHING PATCH , ' Felt backed metal Felt backed metal lathe in accordance lathein accordance O' w with ASTMC1 with SELF -ADHERED FLASHING Building Paper Building Bud ngTPaper " Z g ,..... ro �� j.. DECK PROTECTOR 7/16" O.S.B. 7/16" O.S.B. a in sheathing sheathing - �? r' Z DOUBLE ' ' of ep top edgep screed V1 O SINGLE JOIST , Metal wee `/yQ) -LL JOIST SELF -ADHERED FLASHING Flashing 'V/ y " � c SELF -ADHERED FLASHING t . :. : , � 2below top Of � 31/2" block - 0 E U - m' 2 Unperforated Q Flange 7/8 3`MIN - " Vulcum v1 4 caulk bottom V) = m Weep Screed joint only (CS U n E - O 5 "" y, Maintain Metal Flashing 0 a ' /x'� Flan -1/2" Unperforated . _ o Bottom of _ SELF -ADHERED FLASHING W P ®V APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W /'1®9 Weep mimed Flange 7/8" Wee Screed U' SELF .ADHERED FLASHING \ /� /p®7 o r H0ADHE;DECK JOIST y fl/ 1- OUTSIDE CCIRNER ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" to 2" c u00 = o INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1 /2" Cementltiou6 Q a ° °D j tili m Sheathing Decorative Finish A DAME. HOMES p• ,•o, All Inside and - i outside Corner will RORIOACONTRACTORS LJ ENSENO.CRCJ3301A6 EXTERIOR - -- ---- WINDOW UNIT O need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster butt joints need to cut and caulked all GULFBREEZE, FLORIDA 32563 BUILDING PAPER SLOPE in accordance o, b°•'' becaulked using DIVISION LOCATION: SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in :12.0 in 0.3 in :12.0 in over wood 2nd PORT ST. LU C I E 0.3 in: 12.0 in (0.6 cm: 30.5 cm) (0.6 cm: 30.5 cm) floor VI Job Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING `-"-- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH ° . 1/2" Cement Plaster Finish SELF -ADHERED FLASHING Z o uT • Block FILE Coll ULJ�i WIRE LATH 2 10 Perforated M t Flange 1/2" Weep BUILDING PAPER Scread co BUILDING PAPER Cement Plaster %_ I� lit over block ` ® _J W m LL 1stfloor _I M (1) (n EXTERIOR WINDOW UNIT CEMT. FIN. Slab Install bottom VI Model Name / Number: edge of weep screed 1" below 2000 finish floor VI Plan Issue Date: Wednesday, May 26, 2021 OPTIONAL DETAIL VI KA PROJECT NUMBER: 3 M® Note: 21-4885 3 The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL. Sheet: SELF -ADHERED FLASHING �/�� D SELF -ADHERED FLASHING SELF -ADHERED FLASHING \ /� / "� SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD Y if i 1 0 CEMT. FINISH WINDOW SILL LWCEMT: FINISH PARAPET WALL V y P 1 2 the Weep Screed. WATER PROOF DETAILS I Y i - �-------------fir------ _—�: ,r...,.. aa, n I (fti QQYEREQ FAIT-7 I v I Ka is He 139 183 O p _ BEiH73 22 3 - -- 42X42 A/C SLAB BY BLbR- MIN - - ) 2' FROM WALL _ .�.EB VAULT IEDRoaM CZ 0 w \ 1 vAerLT o=ritrxa .. 10x6 1 cd O O v y....... ... i.. .... .:......................... 0 (I 215 GREAT 6 11 ; J 14x8 1 wcd VAULT cua .1- S V h' 210 14x8 1 wcd -- 1Ox6 I wad Ht\9 KM � c •�a i -0 8Xcd 6» i L� tSc �T ell 41 wcd :...... ......:............. :: 35 a'z 12» BEi7H00M 4/STUQY -T - - - - 4x1 14x14 rag.,, v�ur cewNc - fn m ': 5 "bath duct 3, 5„ - m -- 6„ Z o to roof ,cap �d� 10 ' x6 1 wcd N 1; � w/ Standard 70 ` . 65 C cfm bath fan —light - 6` lwcd � ` y Lo 11 r ;:: ................. W LU 24x1 rag a�st Q -- 6 1wcd 6,. --_-=-_: i�a - Q 1 Ox6 1 wad 11 65 1O ' a 11Ox6 1wcdl VAIXT CEILM8t 4" dryer duct _�__ :... 10 rag W to roof cap w/dryer vent box E [�' - - REViIEVVED FOR . axv�!rrA YilR `sex •�r ,1 ::...>: : __ 4 CODS COMPLIANM U) O p/) Y Llj 12 2 9 " j BOCC ! ) -- B„; i COD I 20 � � ' 1 w - �i — w 87m -_ 3H� VALL1 M4 _ -.... - _ 5" bath duct p--- 3 CAR GARAGE _ f_� h- to roof or wall c a p w / standard 70 ®� N maa m zO ` aI •---------------------- ,. rg 14XFILE 8 1wcd CU QO2x12 N U) LLJ > Z 3.0 ton w/5kw 0240v 1 ph 0 LLJ 18x10 Alen 11=1,0If - -- -1 - I I I / platform by - - - O D Q bldr 6, AREA,CNLCJLATIONS m EL J (/) 0 0 _ Fx= aAiHt aQ 'c k `3 _., c2ViczJ - " .S.tst PJ.7Uli 21:J4 S.F. I txrs3r.�rsRave'rz' c � NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED I __ I-IB I°S .8F!(7 .. _ i TOTAL L14{P,'G (AC) . �r. R a t i n g 9E 756&r 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS �� �� Transfer ducts/grills sized in compliance SCALE: V*'=t•.r 03VE➢igTlSNTWIHAW fSSF COVEREGPA110,kAMM auas.r. with Florida Residential Building Code-M1602.4 ELEVATION balanced. return .air. T07rL'. PJ2FR Ute�FJi ROOF °JO03 S.F. EXCEPTIONS 1=3 Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation -value.