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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERI TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO.: TIT LE . BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1.", AND HAVE 2 TO 596 AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END$ OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25". LAP PROVIDED EACH WAY, FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA, NATIONAL ELECTRICAL CODES (NEC 2014) & 7TH FBCR Ch. 34-43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31&14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6% OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 , BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION I. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "80R-ALOR' REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO POD NG REINFORCING, SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON T'� WOOD FRAMED CONSTRUCTION MANUAL 2018. EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION THE N T WITH E BUILDING DUMBER THAT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING 4DHESIVE WAS USED iN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: - ASCE 716 ALUMINUM DESIGN MANUAL- 2015 EDITION ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF ECORD FOR WRITTEN APPROVAL. k 8. WHERE PROJECT BE LOCATED KNOWN RADON GAS PREVALENT AREAS, APPENDIX OFTHE BUILDING CODE 7th. EDITIONS IS I. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPUEDTOALL FRAME MEMBERS WITHIN 24" A.F.F. . 30 ET P.S.I.FLORIDA BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH INITHESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE M ON E ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL SE REPLACE6 WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH.. HAVING JURISDICTION. EXTERIOR COVERING MASONRY WALL CONST. 2. ALL CONFORM LATH DRAWINGS ANDC�ATCABLEIONS INACCORDANCE WITH THEroRK REQUREMENTSOFALSHALL THE FOL OWING WHERE R703.71. EXTERIOR PLASTER. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE IN, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES INSTALLATION OF THESE MATERIALS SHALL 8E IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (f m - 2000 PSI) 2, MORTAR SHALL BE TYPE."S", CONFORMING TO ASTM C270.14A. AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA LATH. OF 3000 PSI SLUMP 8" TO It". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES LL/360 TL/240 COMMMENTS: LATH AN MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH AND LATH ATTACHMENTS SHALL BE OF 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL B AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE 11. GAGE AILS HAVING 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL B HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10Fi, ROOF RAFTERS LL/ISO TL/120 , STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. - ROOF RAFTERS (W/O CLG) LL/360 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL M805 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 R703.7.2 PLASTER. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I- JOIST*** LL/480 TL/240 TCOATS WHERE APPLIED OVER NY TYPE OF PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THANCOATS GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 40FT SPAN WHERE CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COAWHERE DIRECTLY APPLIED OVER MASONRY, 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR * *TL MAX 3/4" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING, SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 1.0. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318,14. ** * TL MAX 1/2" FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION OF THE TYPES LISTED IN R70 .7.2 3 SHINGLE METAL TILE HEAVY R703.7.3 WATER -RESISTIVE BARRIERS. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) I. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND WHERE APPLIED OVER Q END BRACING SHALL BE EITHER H E ERAS SPECIFIED IN P OR DETAILS. IF CONFLICTS ) FL S OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL WOOD43ASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTUR kL FRAMING MEMBERS SHALL BE S.P.F. #2 TOP CHORD DL 7 7 15 25 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D.PAPER. TH E INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED OR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OFT E CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 0 0 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS TH T HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 SO 10 10 DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING JNES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP.,. U.N.O. TOTAL (PSF). 37 37 45 55 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELE APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBAA OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. OUT SODIUM SORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS *ATTICS W/ NO THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. STORAGE 10 INCHES. OTHER APPROVED MATERIALS SHALLBE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN, APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSg FLOOR SHEATHING: T&G AC GROUP 1 APA RATED 148/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. WALL SHEATHING: 7/16"STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 APPROVED METAL FLASHING, VINYL FLASHING, SELRADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMITMENTS: FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISKCATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURECOEFFICIENT OEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT 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 SO (-j 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 O 50 (+) 24.8 (+) 24.8 '� (-) 27.1 0 31.1 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (•) 28.8 - DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'.0" 16'-0".x 7'-0" 1-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 - 26.0 GENERAL PRESSURE NOTES NOTES: I. 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 WIND43U 0 RIVE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC iTOR ```�O aTa6 I + %rl J NO N :�pL6 Z i • 0. ,� 'C.. • 7 TA Inat >, Lt = E. m 10p 0 { W 1 t0 F� 0000 INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES U ED AS FLASHING 9 • D N a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL O (PSF) SEE FLOOR PLAN F0 ACTUAL PRESSURESg�� °m�a a a IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) 4 BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER LL g F - 0 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN iiz �i Z - . w ¢ 0 PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING g � ¢ s R 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. g • 5 , B ■ �R'� m O MEMBRANES USED AS FLASHING IN812, OR OTHER OVED STANDARD AS EXTER OR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING FOR THE TYPE OF SEALANT. USHAALLLUEXTEND ED 3 WITHSTAND THETRUSS LIVE IVE LOADS GIVEN IN THE NOTES AND TOTAAND CONNECTIONS SHALL BE L DEAD LOAD. ED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS g a ILLZ ar a d BALCONIES/ DECKS 40 (PSF) (D a 5 l TO THE SURFACE OF EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. R N BALCONIES OVER 100 SQ:FT S00 (PSF) " a o APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY gad W o LIGHT STORAGE 125 (PSF) g.g a • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. g I a www.roservccora ❑ ❑ ❑ • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) - zl c 8 • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED .GUARD RAIL 0 HAND RAILS (d) 200 (PSF) CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) 0 • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q:,,. AS • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) a Cn UPLIFT CONNECTORS FOOT NOTES z ' 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG V) m y TO UPIJFTHE TOP.T OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON N AREA EQUAL TO 1 SQ. FT. a MORE INFO. V W FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: Ln J 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It IS the Intent of Designer/Engineer listed In the Utleblock of U , w Eo these W L O.fj ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate providing be Licen sed sod PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS, SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED 1N HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the Information contained in these documents, prior to ® a .3 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. [he commencement of any work. The Designer/Engineer are not , PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN1HE NORMAL WAY responsible fore plan errors, . The ons,or misinterpretations 3. FOR DURING BOND BEAM LESS THAN 1/4", PROVIDE (1) #5 �ERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT( BAR DOES NOT HAVE TO BE CONT. CONTROL OF CONSTRUCTION SITE: undetected and not. reported to the Designer / Engineer prior to ®. DAM TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the ��•�*� 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) aA"x 21A" TIENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the MASONRY AND (7)l10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720N). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAMIO W/ (4) 1/4" x 11/2" SOS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. No backcharges will be considered PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement3 by the Designer/Engineer without advanced 000 GU LFB REEZE PARKWAY NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION.' Payments will be made In accordance to the terms of the agreement DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HITS w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LU C I E 16d x 24/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. EOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. Jab Information: 2 / O (� MASTER REVISIONS >- DATE DESCRIPTION REVIEWED FOR IX CODE COMPLIANCE O 0 W�AST. LUCIE COUNTY �. DAMS HOMES 'LO BOC�� -m Of LLJ Northwest Florida® [((Z( LL 9' 7moo M Z r- cv 3 � 3 d O J W Z) 04 o J m Chi V) aD u_ N 000 OUL ®RE E PARKWAY GULFBREEZE, FLORMA �32 63 � iLEE VModel ame /Number. COPY 2265 Plan Issue Date: Friday, January 15, 2021 VI KA PROJECT NUMBER: MODE.'L 2265 2CFL 21-0158 Sheet: I Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(PIJ) TOP BOTTOM NO BW1 16" (2) Led TOENAILS (2)16d TOENAILS SPF UPOFT BW2 16" SP2 W/ (6H10d SPS W/ (6}10d SPF 402 STUD, (0) 10d PLATE STUD, (4)10d PLATE $W3 is" (2) SP2 W/ (6) IOU (2) SPi W/ (8)10d SPF 803 STUD,1 d PLATE STUD (4)1Ad PLATE BW4 16" (2)1ed TOENAILS 12)16d TOENAILS SYP UPUFT BW5 SP2 W/ (6H10d SP1 W/ (01- "NO 1.6 STUD 8 30d PLATE STUD 4 SOd PLATE SYP 439 (2) SP2 W/ (6) SOd SP1 W/ (6)-1Gd BWB 18" STUD I-Od PLATE STUD 4I SOd PLATE SYP 878 N O BW7 12" (2)16d TOENAILS (2)16d TOENAILS SPF DO PUFr sW8 SP2 W/ (6)-10d SP1 W/ (61.10d 12' STUD, 46)10d PLATE STUD, 4 Lod PLATE SPF 535 (2) SP2 W/ (6)1od SP1 W/ (6}lOd BW9 12" STUD, (6)1-Od PLATE STUD, (4) Lod PLATE SPF 1070 BW10 12" (2).16dTOENAILS (2)16dTOENAILS SYP O BW11 SP2 w/ EYIOd SP1 W/ (6}SOd 12" STUD (6)10d PLATE STUD, (4 10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 1Od SPI W/ (6F10d 12" STUD, 8 10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL �L SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH. EE MS03/S3 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2X P.T. W/ 1/2" A.B A@ 32" O C W/ 7" INFO. EMBEDMENT OR I/2'A.T.R. W/ SIMPSON SET W/ SW=SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C. . 7/16" OSB PLYW'D W/ SAME EMBEDMENT Will NAILS 14.00 BRG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTE#8 GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 91 OR SPF 02 UNO ON PLAN. 3 CONNECTIONS TO BE INSTALLED TO EACH STUDAS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND SP2 INDICATED IN SCHEDULE ABOVE S. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF08 INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST RFLAOR CONNECTIONS (NOTE: THIS IS FDA 2 STORY PROJECTS ONLY) FLOOR C 6. IF 5W" INDICATED THE WALLIS CONSIDERED A AND REQUIRES MIN. INFIELD ED WALL AT 4" O.C. IN FIELD AND EDGE S AND (1) SIDE 7/LB" OS9 PLYWOODW/ /NAILS NAILING SCHEDULE A W EXTERIOR NA E 7. ALL 2x IXTERIOR WALLS / FOR STUD AN AND WALLS SECTIONS FOR STUD SPACING AND GRADE SEE WALLS SECTIONS ACT AS SHRING WALL S. IF THE BEARING WALL IS INDICAlEO VAT" THE BW1, BW4, BW7, 8W10 THESE WALLS ARE ONLY I SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE 70E NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPS/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0,148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) Cl (3)2x4#2 SPF (4)-16d TOENAILS 0 C2 1 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4- X 11/2" 2145 SOS SCREWS (3)2 X4 SYP #1-Olt (4)-S6d TOENAILS 0 (412 x 4 SPF #2 DTr2Z W/ 1/2" WEDGE ANCHOR" & (8)1/4" X 11/2" 2345 SDS SCREWS C5 4z4P.T.#2 SYP POST &(12) W/ 5/8- ATR & iZ - 38d NAILS G = 6665 - U - 2200 6P.T.#2 ABU66 W/5/8-ATR•* G-12000 O6x SYP POST & (12) -16d NAILS U - 23W 8 x 8 P.T. #2 ASUSS W/ (2)- 5/8" ATR** G = 24335 C7 SYP POST &(18)-Led NAILS U=2320 3.5 x3.5 P.L. 1.8E Po=2400 PSI HDUrMS2.5 W/(14)1/4'X 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZEO IF EXT.) ANCHOR, OR ATR** 5.25 P.L. HDUB-SDS2.5 W/ 114)1/4" x Q3-5Y 1.8E FIr-2400 PSI (WOUVIANIZED IF EXT. 21/2' SDS WS & 6/8' EXOPY ANCHOR, OR ATR** 5645 Cl0 3.5x7 P.L. 1.8E Fb-2400 PSI HDUS-SDS2SW/(20)1/4"x 21/2" BOB WS & 7/8" EPDXY 6970 (WOLMAMZED IF EXT.) ANCHOR OR ATR*** C11 5.25 X 5.25 P.L. 1.8E LD-2400 PSI (WOLMANIZED IF EXT.) HDU8SDS2.5 W/ (20)1/4" x 21/2' SDS WS & 7/8" EPDXY ANCHOR, OR ATR**- 7870 7 x 7 P.L. HDU8-SOS2.5 W/ (20)1/4' x 12 1.8E FD-2400 PSI 21/2" SDS WS.& 7/8" EPDXY 7670 WOLMANIZED IF. EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 3 SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2 ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/SS 4. MINIMUM BOLT EMBEDMENT: 5- EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 6" EMBEDMENT FOR 7/8" ATR 5. IF [CI COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.&E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE FLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON Ye. GUN APPLICATION NAIL DAA.{ENIOTH NAIL SPACING ad 0.131" X 2'A' 0.131' X 2 Jh" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131' X 3' SEE RIAN BLOCKING & TOE 0.148"X 32/" OA31"X SAL" NAILS &TOP PLATE 12d 0.148" X 3 W OAS3' X 3 "A" S' O.C.(COMMON) STUD WALL 6' O.C. GUN NAIL CORNERS 10d 0.148"X3" 0.131*xa, WO.C.(COMMON) STUD PACK 6" O.C, GUN NAIL COLUMNS 16d 0.162" X 31h' 0,131' X 3 iA' (2)18D(COMMON) SEE PLAN (3)16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SVP W/ 7/16" CONNECTION: PROVIDE (2) Ml OSS FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF i2d NAILS 0 12". ON 12) SIMPSON HETA16 TO EMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 X 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OS8 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF 72tl NAILS ®122"- OR (2) SIMPSON HETA36 TO CMU ' O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/10" CONNECTION: PROVIDE (2) Gas FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETAS6 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 1 2/4' x 111/4- LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x S 1/2' SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS D 16" O.C. TYP. COL, U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4'K117/8"LVL 2.0E F0-2B00 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 018' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. 12)- 1 3/4- x 16" LVL 2.0E F16-2800 PSI, NAIL BEAM CONNECTION: PROVIDE (2) (w TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 3 1/2' SOB WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 16" O.C. TYP. OR (2) SIMPSON HETA16 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 S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE 95 W/ 112" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2' FLITCH PLATE THIS SHEET (2) -2X10 #2 SYP SEE GENERAL HEADER NOTE #5 H3 W/ 12" FLITCH PLATE THIS SHEET -2X12#2 SYP () SEE GENERAL HEADER NOTE #5 O2 W/ 12" FLITCH PLATE THIS SHEET (3) -1 3/4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4' X 31/2 H5 LVL 2.0E Fb=2600 PSI So$ WE SCREWS 018" O.C. TYP. EACH SIDE H6 (2)-1314-X 9114 ATTACH TOGETHER W/(3) ROWS 1/4' X 3112 LVL 2.OE Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS RED. AT OPENINGS OPENING 2x4 WALL 2X6 OR 2x8 WALL JACKS KrND KINGS JACKS KINGS SIZE EA FA. ESN EA. END EA. END (1) (2) (1) (2) 4.0 9'A" (2) (3) (2) (2) 10 -0' -16'-0" 13) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" ox. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. S. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. R N O LO J N 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B F_ \. U / A +27,6 / -29.9 B +27.6 / -37.0 1 +26.5 / -28.8 D +26.5 / -34.4 C` +24.8 / -27.1 O +24.8 / -31.1 ® +24.3 I -27.5 O +23.3 / -26.0 14'-0" 23'-4" 19'$" 3'-8" 10'$" '�1" 11'-4" 12'-0" 7, S" NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES p0 © WALL LEGEND DEL 25 SH 25 SH io 16" PRECAST ABOVE 16' PRECAST ABOVE - -"" - Y - - - - - - - - - - - - � - D WA LL iv 111BERG EGRESSW/A.B. m BW1 ODz "ATTACHMENT 1688 MBEARING FRAME WALL H1w LANAI ..8'-0" CLG q © d0 ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING 4P M `$ ATTACHED PER NAILING SCHEDULE ACT AS R' B DR M 1a-o' 3'-10" 2 2'8" 4�" N Hs AT (BEDROOM 4-SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 8'-0" CLG 5' . 3450 SH 8'-0" 8'-0" CLG TOw ( MASONRY WALL iy W/ A. O i:N iv G.T.I 2-R/SH R/SH 514" 3',3" ------4'-10"I ATTIC ACCESS LOCATE IN FIE 07 00 ' 1= 22"X36"MIN. 4 I W ? R/SH I iL LL J J - 1 O S BATH I 8'-0" CLG , 2'-2" a -I fV ryp- 2468 l T= 3X5 � SHWR O (2) 3050 SH tm FAMILY ROOM 10'-0" CLG 5-SH ----------------- DROP BOX TO 9'-W B" WALL ------, , 4'-10" 5'4" 3'$" F C5 I FOYER BW3 C2 R ; AT 10'-0" m 10'-0" CLG o ao, i I x, ^ ix, , p, m LIVING ROOM ' _ _ _ _ - Q a , WF39 ¢, INVERTED )TIP T010' S , r 2 H4 S3 ❑ O o , I, R m © ,CENTS DOOR U IT T ❑ , / I ' ETWE N WALLS ' 3" X 10" 3068 / r CORNER R PROJECTIONS EGRESS J ALL LOC'S (2) -12" SID LITES SHOWN TRANSO ABV. / MET. T'HLD A V WF21 SSEEAEhIESLEV SIMS / 53 a 3'-0" 3'-0" ENTRY DEL 25 SH CD02 S3 -0" 8'-4" 2,-0" 12'-4" ❑SEE DET. MS03 ON SHEET S1. 1 ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED @ 8". O.C. ALT. BASE CONNECTION TO HTT4 (1) SIMPSON DSP EA. SIDE @ ENTRY ONLY COL. H4 H2 L BREAKFAST m 10'-0" CLG o 36" FLAT BAR TOP ON 34V1"� WALL 2'-10" 3'-11" 3 -------------- ^---------- I, KITCHEN Q 10'0" CLG a , ' , , y 'o 4/01P G _ 81-0" CLG DROP �� „ CLG ' ' 12'-10" 28r8 - RYER VENT RU ROOF AX LGT 35' NG ROOMN 10'-0" CLG `{ R N N CRAFTSMAN ELEVATION NOTE: AT ALL FRONT ENTRY COLUMN LOCATIONS USE THE FOLLOWING: PROVIDE 18" SQUARE BRICK BASE WRAPPING POST AS REQUIRED SEE ELEVATION FOR BASE HEIGHT I !P a 2868 bo -FRAME DOWN O CEILING TO S'CLG. 3'-6" 0 TUB SHOWER UTILITY / R! 8'-0" CLG 26M 2.2068 - 8' CLG , ' 3'•6" R/SH ' N 2668 2-2068 , BEDROOM 3 `v 8'-0" CLG G.T.I , w Z Jcc Of \ I (BEDROOM 2 8'-0" CLG , R ..._ I 2-2668 - W.H. �H4N , R/SH 2865 ---- -- - •r � _ H1 (1) SIMPSON HTT4 BSI$ MS03 REQUIRED BETWEEN OPENINGS S-1 C2 MS03 S1 5'.2" -------------- ATTIC ACCESS LOCATEIN FIELD �22_X36_MIN ___--� 2 CAR GARAGE 8'-0" CLG --------------------------------------------- � t , H ' 16 x 7 OVERHEAD DOOR S2 r/J 2 Mto � N O w N O N PRIMARY A/C LOC. AS PERMITTED BY LOC. ORDINANCE • FLOOR PLAN ELEVATION "A" & "B" SCALE: 1/4" = 1'-0" GENERAL NOTES I. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycomboore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit Is Installed 5'-0" on each side of the 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 1/2dnch (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 floor -calling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (127mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater 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. R808.4.2 All windows within 2'-0" of doors and in ahOwer or tub areas will be safety tempered glass. 6. O@Iling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. IX T&G acceptable for substitution. 7. EC: 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. S. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determinedbyone of the methods specified In sections M1502-4.5.1 through M1.502.4.5.3 9. Callings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framingmembers with 2x blocking rg provided perimeter. The OSB shall be attached wSidP at Pe / S nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications REVIEWED FOR CODE COMPLIANCL ST" LUCIE/'COUNTY BOCC FILE COPY AREA CALCULATIONS 141t FLOOR 2281 S.F. TOTAL LIVING (AC) 2281 S.F. GARAGE 476 S.F. COVERED ENTRY (BASE) 57 S.F. COVERED PATIO/LANAI 186 S.F. TOTAL AREA UNDER ROOF 3000 S.F. 1TTTllll it J J' NT 64.. COO e41. =A. PjE Of r rr;Ai9I1h1LA1 � N N a 2 � I J N d Z n m Q((/T 4�0 0 w 0 ea O w g c mJW ,..-.- �V U = E amgm i4 m ® DAM" i NOM ' �iMl FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I� 0 > Z mLO 0 c d LLI O M N a-. J y L N O FL ®-1 ED a J M / ^ P `/ /1 OD L2 F Model Name / Number: / J 2265 F Plan Issue Date: Friday, January 15, 2021 Fj KA PROJECT NUMBER: 21-0158 Sheet: A Of: 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" GRADE REINF. OPTIONAL CURB. FOR F F— VARIES SEE PLAN MASONRY @ ELEV. O'-D" - - 76(2.).#5 W/ (1)-#5 BAR CONT.;oiY •�.- R.Z .REINF. N ' WOR : CONT 0" SEE PLAN 16 (2) # 5 REBAR BEARING FMO1 SINGLE STORY FTG 1/2" =1'-o" FM02 I SECTION @ GARAGE 1/2" = r'-o" REINF. SEE PLAN F F "�77771 8" (1)#5REBAR FM03 THICKENED EDGE 0%111111 '1 1 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRIG WALL (SEE FLOOR PLAN FOR O.''cap'G.E • .e 'n7.�S�`! IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION)— •' Np 864 •'• :< PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F ' F.O.M. EACH END, TYP. GAR. FIN. FLR. * *_— TATE O ALIGN DRIVE W/ BOTTOM OF v I 4" 16" 4" q tN 17J7S9ir7`O L, ` RECESS & PITCH DRIVE • 2 STORY: 20" X 20" (2) #5 REBAR 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. 2 S I,ORY: 20" X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W 3) - #5 CONT. FM09 SECTION @ GAR. DOOR 1/2" = r-o" FM10 INTERIOR gRG WALL 1/2' = r-o" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3) • #5 CONIT. FOR MORE INFORMATION) e U"b5 $ N 9 OD g..ggg ■ m ro F EEPLAN "—;r� €,�,N, U8�O1m G.' ri E�sm" �n� a a -I • 3 .�$•w Q �EhLL.q w N y MU 13 Z2.61S a X 00 8 2sd a z y 4" 16" 4" 2-#S REBAR �8�8� LL So�t g p $� O ng m�sw m m -' FM11 STEP DOWN BRIG. 1/z"=1'-0"=1,-0„�€y um E M 9@ O C V J f/7 O 2� ■ SEE PLAN g�" mW✓.FDseNG.coM ❑ ❑ ❑ OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x4"x 16" z 0. w SEE PLAN � ELEV. 0'-0" WITH CURB y TYP. SEC. Z „� (1) #5 BAR CONT. (G.C. VERIFY) aD — 0 I� I zg z F.F. REINF. g Q ;? fit-,• _ - _4 (SEE PLAN) n: 2 #5 CONT. w ci INSTALL LINING 2 #5 BENT BARS W/ MATERIALS PER{-^ y FBGR P2709.2 N MIN. 25" LAP SPLICE Z N f ! .-, MUDDED FLR. I W� - r 4 SLOPED TO DRAIN MIN, w #5 CONT. _m U — vian FM14 SECTION @ RECESS SHOWER 1/2"=r'-o" FM18 TYP. STEP FTG, DETAIL 1/2''=1'-O" �V) F 6 J ALTERNATE: U - CAA E THE REINF. BARS SHALL BE GRADE REINF. o CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN ' — i v `5 BY COLD BENDING THE BAR WITH SEE FND, FOR MIN. BAR LAP OF 25' QUANTITY 5D #5 X 25" X 25" Q CORNER BAR ONE N C FOR EA. HORIZ. aIEWED F •? ' ,c ®AM5 HOMES REBAR, TYP. U.N.O. (2) K (RgtR�DoY1PLIG" 16" ,4 Ts"ffi�A.�°IE G1 FLORIDA CONTRACTORS LICENSE NO. CRC1330148 A/C CHASE ®4 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE 2 STORY: 20" ' GULFBREEZE FLORIDA 32M THRU FOOTING W/(3) - #5 CONT. CATION: LO FM19 TYP. CORNER BAR DETAIL 1.1/2"=r-0" FM23 TYP. FND PENETRATION 1/2"=1'-0' PORT DIVISION LOCATION: ST. LUCIE STEMWALL SCHEDULE VI lobinformation: MAXIMUM FOOTING DIMENSION STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 10" 16" 20" W/ (2) #5 BARS <674# >2'-W-3'4" 10" 10" 20" 24" W/(3)#5 BARS 6744 5'-4" fLL. COPY O >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4,-0" e. 0 >4'-0"-5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2�.8" > & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN c d FOR F.C. SPACING ABOVE �O p SLAB LEVEL ui NOTES: r N 3 to 0 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL z � 03 a INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM � " SPACING STATED IN SCHEDULE W 1 1 Zy J CV SEE CHART ABV. -MAx. F.C. �' " O .J O SPACING (O.C.) A• " " " 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND .__I m � � � u- W.W.M. TO BE TIED To #5 n °� '� WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND CONT. REBAR VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO VI Model Name / Number: (1) #5 HORIZ. CONT. TIED TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0' INTO SLAB/ STEM EA VERTICAL REINF. BAR SEE NOTE 3AF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO AAC G. #4 TURN BAR STEM #B CONSTRUCTION FOR MORE INFORMATION a'-0" GREATER THAN `GV.7 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK (1) #5 HORIZCONT. TIED TO -` ; <' ° FILLING IS TAKING PLACE ♦ Plan Issue Date: EA. VERTICAL REINF B " ¢" �� "16„ 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" RN GRADE-8" MIN _) y .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'.0" Friday, 18DUary 15, 2021 TO TOP OF n n h . TALL (TYPICAL ALL CORNERS) STRIP FCG.TE s'' a " o c. 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS ♦ KA PROJECT NUMBER: COMPACTED CLEAN FILL �,> ° s=� _$ "_ 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. IN MAX 12^ uPrs S. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS 21-0158 STRIP FTG. W/ QTY OF "MIN. COVER -SEE NOTE 5 THAN 12 INCHES 305 MM BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF. PER SCHEDULE a b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO Sheet: (35HOWN) SECTIONS R403.1.4.1 THROUGH R403,1.4.2. V{ 1 ■ 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE I NTS I ATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,281 x 3 = 6,843 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASH ER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,393 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,393 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS Q 100%=10,000 + 40% OF "A" = (.40 x 25,393) = 10,157 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,157 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 HOSE BIBB ""- ---' - " TALL FAN -el ALL FAN ` \ PREWIRE , BOX PREWIRE PREWIRE \ Fl PIE" WP\. INSTALL FAN BOX PREWIRE �� . N .: ATTIC ELECTRIC \ I I IF REQ'D BY CODE FORD IT - GFI I'd _ A FAN I \ I I' REWIRE / . " F--1 ----------- i - --------—— ------�® I /I I I I \ 1 1 I I I 1 I I I 1 I I 1 1 I 1 I 1 I I I 1 I I I I / 3 II / WP 1 / GFl WE II II II --------------- - I I COACH LIGHT - — ' 'ICI ELECTRICAL PLAN SCALE: 1/4" = 1'-0" PLACE COLUMN COACH LIGHTS ON WALL BEHIND WHEN CRAFTSMAN ELEV IS USED NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND 0 INSTALL FAN j^) BOX PREWIRE INSTALL FAN\ f\� BOX PREWIRE LEI INSTALL FAN BOX PREWIRE --------- — — — — — — — GFI \ LP 42" 0 ATTIC ELECTRIC \ \ IF REQ'D BY CODE; `--------------' WP VERIFY LOCATION WITH BUILDER uj uj w J w 1 LIGHT ROUND COLUMNS WHEN GFI \ \ ' POSSIBLE, REFER TO ELEVATION 42" FOR TRIM. - GFI \ FOR GARAGE DOOR OPENER I NOTE: �\ LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE ' DOOR IS PROVIDED A DISCONNECT SHALL 1 \ BE ADDED AT METER LOCATION. I I I I I I \ HOSI 1 BIBS 1 1 1 1 \ 1 1 COACH LIGHT - _ - -� COACH LIGHT 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 4W AFF BATHROOM 3W AFF LAUNDRY ROOM 3f3" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2' AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315A.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 2.1. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING,' VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT w 2 1 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O-- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING TU THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® GARAGE DOOR L.E.D. DISC LIGHT ® PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4/0 ALUMN. IN T CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND FILECOI SERVICE POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL —#12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD WI MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. CN D LO 0 co F g 0 $ m IL N� fp inmQ$ a yyg• ul Y 00 WRmw ¢ 0 2 d m a a N 0 O In W cn - �WWW.W.FDSENG.00N W z o — 0 CUz N z a 3 J N ti — In z N /1N m ti1iI (Q 'L C Ow g \/v) c M — cow L'V 01 OD A f1AM= Uf%MC'Q FLORIOWCON RACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 325C PORT ST�PORT sT. LUCIEE Job Information: ry O I— > e zm0) W O n C 0 � M y � V � ti Z N N F-�Um 0 a Q U/ L�'� � W o /_3 W VJ �Z) �/� VJ LL VI Model Name / Number: 2265 TT Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0158 Sheet: 4 Of: ELECTRICAL PLAN Dn: RIDGE Vaar 12 6 f �— FIBERGLASS—,/ SHINGLE5 OK tLEAC HOT 23 5H LITE TEXTURED CEMENTITIOUS COATING 25 SH OF BLOCK FIN. FLR. 11 6 25 SH LITE TEXTURED CEMENTITIOUS COATING OFF RIDGE VENT OFF RIDGE VENT FIBERGLASS � SHINGLES 3450 SH 2650 SH 2868 LITE TEXTURED CEMENTITIOUS COATING LEFT ELEVATION "A" SCALE: 3/3.W -1'0" DOE 3050 SH BRG @ ENTRY T.O.M. _> W'DOW HEAT TOP OF BLDCR 'DPW H HGT bo b nN. FLR. DRRRIDGEMT TOP OF BLOCK e �/aT wear. vDnr naERGLASS— f — SHINGLES W'DQJ HEAD tiff RN. FLR. 25 SH 25 SH DBL 25 SH REAR ELEVATION SCALE: 1/4" =1•-0" TOP OF BLOCK W_DOW H D HGT to G) FIN _FLR. DBL 25 SH 3068 DOOR WITH (2)- 12" SIDELITES & 60" X 16" ARCHTOP FIXED GLASS ABV DBL 26 SH ARCHTOP VENTILATION CALCULATION Formula = SF / 300 / 2 * 1" = net sq 1111lhes of venting needed equally for Intake and exhaust Soffit product provides ; -.. l ... ,. 4.12 netsq in /sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq In / sf Overhang distance - 1.33 ft S.F. of Area to be vented (SF) 3000 s.f. Total needed for exhaust for upper 1/3 720 netsginches Total needed for intake (soffit area, lower) 720 net sq inches 5 Number of Off Ridge Vents for upper 1/3 needed L.F. of Ridge Vent needed (can be used in combo with ORV) 40 131 Lineal Feet of Soffit needed to meet required Lineal S,F, provided by plan 1 240 TOP OF BLOCH WDOW H HGT 4 LnE TFXIURED ro CEMENTTIOUS COATING FIN RIGHT ELEVATION "Art SCALE: 3/15" -1'-O" 16 X 7 OVERHEAD DOOR FRONT ELEVATION "A" SCALE: 1/4" =1%0" 5, F-*"IEW€D EC CC E COMPLIA tir. L.UCIE CW BOCC FILE COPY BRG. @ DINING RM. BRG.@ GARAGE .-.ri3��f 9BOCJBl r I) 0 b L•. • ,II u + lO W + CJ Wd p F • N rl �eeee,oru r Np �� to w a It �� • (0t- wag u to OD to $ 3 a 40 as _ N ® o� g.aLq w mmw o o_ oc o H 2 fCD BI ei m g y m Z d 8" n. �g 2 cgcr $ � b vnvA.rnsD.G.coM ❑ ❑ ❑ - 0 0 I N <i = d jihaill D N — � Z N W y LL w 4 O W� In c O� V) ~ J U Co4 E 15 OD U �Im miiiax DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O > c Z m to o c m LLJ FL a, ® ® -JLJZ) 20 —j m (n cn Do U2 Model Name / Number: 2265 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0158 Sheet: 5 Of: ELEVATIONS - A * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32•'.) IF 15/32" IS SEE DE USED, THEN THE ALTERNATE BLOCKING ISIS�CTIONS G.C. TO PR( BLOCKING 1 W/ APA RE( FOR SPAN F 7/16" OSB. SEE "HIP/R BLOCKING" L91 =00 Iloilo IN 1111111 1 1 1 NJ ', -CONTINUOUS BOTTOM CHORD 1 1 MIEN MINN me mile IpAmm III line III 30TTOM CHORD GABLE END BRACING @ LOP CHORD 2X4 #2 SYP O" O.C. MAX. FOR FIRST (4) BAYS BLOCKING (9 16" O.C, MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN N7S 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) WIND SPEED (ALLOWABLE) 160.0 MPH 123.9 MPH EXPOSURE CATEGORY 8 EFFECTIVE WIND AREA (SO FEET) WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION HIP ROOF>20 TO 45 DEG, [4:121J12:12] Le /"FEy B=4fl AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 -51.06 -51.06 10 GABLE •37.00 -37.00 1 -58 99 1 58.99 1 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE1: ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ B" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE2e,2n,2r ASTM F1667 RSRS-03 (10d) NAILS@ 4"O.C. ON EDGE AND 4"O.0 INFIELDZONE 3,3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS Q4"O.C. ON EDGE AND 4"O.CINFIELD j ROOF SHEATHING: SHINGLE:�32" EXP. 1 (1zo)TII L '2n"EXP, 1 ('20) NOTE: 1. PER CODE ASTM F1667 RSRS•01 REFERENCE TO 8d (2 3g"X 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1232", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (T x.120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS a B=4111 ROOF > 20 TO 45 DEG, [4:12]-[12:12] 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 IS, SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 18'. Q NAIL AT BASE 2 ROWS @4'O.C. W/8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4"O.C. w/Bd COMMON NAIL. © NAI L OPENING PERIMETER US(Z)ROWS @4" O.C. W/ Bd COMMON NAIL, O NAIL INTERIOR AT 6' O.C. W SO COMMON NAIL O STAGGER ALL VERTICAL JOINTS& NAIL III' 4' O.C, w/ SO COMMON NAIL. O PLYWOOD SPLICES 0HEADER- NAIL SHEATH ING TO HEADER .1 SO COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2)SO MAILS@3°O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. 151321, OSB - EXPOSURE I SHEATHING PROVIDE BLACKING 1 II II AS REQUIRED PER i II II SECTION X-X IF NOT FULL HEIGHT SHEET = - © FLOOR SYSTEM NOTE: Bd NAILSFORWALLSHEATHINGMUST SEMINA31-X21Yr. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 34' (2}2x TOPPLJATEBEYOND /5132OBB EXPOSURE `. SHEATHING ---- --- -----1 U it II II II II 1 11 ❑ IIlil SCUD 2x BLOCKING �(SE @ALLSHEATHING E3(SEESECTIONXJ)IIOPENING II 11 II IJL___ L_ 111 11.___ I___II�� II). III C III X II II y0� it -- x - II --- 11 --- I III III II It It I It II II 2x STUDSBEYOND. w w8 II /III IIII III IIII II 11 11 I II 11 IIII lit 11 II II II II II I SEE PLAN o� IIII IIII 11. 11 I I I II I III It II II I III It 11 I 1 IIII IIII 11 II IIII I I II I II 11 I I III U II II I O W IIII IIII _W ) I it IIII I I _ FI I YL JL 1 It II II I II I _ it __ _I u .L_ 3l ALL SHEATHING Zx RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM WS" "S' = NAIL �3W SPACING 3/4" SINGLE NAIL EDGE SPACING 1/T DOUBLE NAIL EDGE SPACING :j,-It - 2.12 >F In �InaZ 4=pu 219 P.T. BASE PLATE BEYOND SEE PLAN ,ATALLLOCATIONS PANEL BLOCKING LOCATIONSMIN SPF TURNED VERTICAL BLOCKING JAB" FLITCH PLATE TO W/ (2) l2d TOENAILS EA. END. NAIL FUTCH PLATE TO VERTK)AL WI (4) Sd NAILS SECTION X-X CO NNECTOR SCHEDULE FOR::ADAMS HOMES -.2265 ELEV A 2CF. TRUSS ID BEARING POINT TRUSS ACTUAL iANNECTOkID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT-. .DESIGN RATING Cl -05V, E7- E7V, R7, VR7 - 257 # or less IHETAI6 / MECH -. ' 1830# (9) 10d x 1-1/2" (9) 10d x 1-1/2" A, Al, A3, A5, 921 L/M/R -866#or less HETA16/HT520/HETA16 1810#/Y310#/1810# (24)10d x 1-112" (9) IOd x 1-1/2" (9) 10d x 1-1/2" 69-B13 L/M/R -859#or less HETA16/HI0A/HETA16 1810#/1040#/1810# (18)10d x1-1/2" - (9) IOd X 1-1/2' (12)l6d B7 L/M/R -1461#or less (2)HETA16,/(2)HTS20/(2)HETA16 2365#/2620#/23651 (48)10dx11/2". (12) 16d D9-D19 L/R -805#or less HETA16/1110A 1810#/1G4O# (9)10dx1-1/2 18 IOdxl-12 19) 10d x 1-1 2" G, Gl, G7, G9 L/R .945 It or less HETA16/HETA16 1810#/181DN1 (9)10dx1-1/2" dx /" 815, B17, B19 L/M/R -864#or less. HETA16/H10A/MECH 1810#/1040# (18)8) 1Od x 1-1.1/2" (12)16d. D7 L/R -16494or less (2)HETA16 / (2)HTS20 2365#/2620# (48) 10d x 1-1/2" (18)10d x 1-1/2" M,M3 L/R -541#or less H10A/H10A 1040#/1040# 118) 10d x 1 1/2" PB, PBl L/R -50#or less CONNECTOR PER TRUSS MFR FG L/R -989#or less (2)HETA16 / (2)HT520 -2365#/2620# 10dx - (9) 10d x 1-1/2 D21 L/M/R -8611torless HETA16/HT520/HSOA 18104/1310#/1040# (24)10d xl1/2". (18) 10d x 1 1/2 CIP, E3, R3 L -279#or less H10A/MECH 1040# (18)10d x11/2 B13, D215UPPORT COLUMN M&R --- -S6iless DTT2Z 2145# 1/2" WA..#ar 8 1 4" x 1-1/2" SOS SCREWS B7. SUPPORT COLUMN M -1461#or less D172Z 2145# (8)1/414"x WA11/2 . SDSSCREWS TRUSS MANUFACTURER: PROBUILD/BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 1/11/21 L=LEFT, R- RIGHT&M= MI DDLE BEARINGS. BEARI NG LOCATI O INS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAW I NGS *'I ALL CONNECTORS ARE SIMPSON PRODUCTS 81MPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE -'-- MARK TYPE CONNECTOR 6 FASTENERS SPF SYP CONNECTOR A FASTENERS SPF SYP :OR TRUSS BRACINGFRPAIEM O MASONRY 1£TAISVOS10tlx11FYOR HETA20WOSO10dx11/2" late WA15W(1011Wx11?OR MAJOw/(10)104xII& INS 18]0 © FPR�p 70 Ht6AW110pdMILS am 5w nAWODMdNN9 Oib 686 AND ADDITIONAL ROOF INFORMATION © MANETO H10A-2WR8)IOdz I In'AT2PLYTFM8BE8 10930 {O80 TIS-2rAill)1Wx711G"ATMYTRUSSES 035 1080 O FRAMETO FRAME MT512w1(IdIlWxl IW[ATEXTIAIOR L0CATIOHIWLUM13)I2d TOENNIst 8w No MTIM12mrl4)lWxl I1r(AT0OrERIOR LOCATION INCLUDE()) 1M MENAKU low 110 SEE SHEET S-4 OFRAMEM E MASONRY MOT W(r41M NNLU AND SIB' A. TA. W 12' EMSEDMENTw 91MP90N'SEP EFOXY 3330 3985 MIJGTta W(xa)1 W NAILS AND WW AT.RW 1r EMtlEOAETITw91MP80N'9EPTFOXY 9990 1/95 OF FRANETO FRAME Hi920 w1(2411W z1 iQ"(AT EXTEROR 1125 LOCATION MILLS) 12d TOENALs 1810 I If WtOW(91)10dxl1/r(ATEXTH(IOR LOCATION INMUM(3)12d TOENALS {�8 teao FRAME TO FRAME (7)HTISPO (R6)IWx i Is7 IAT FKTMUOR LOCATION NCLLOE(8)tW TOENAL9 225/ 2820. R) HTW2Ow1(46)10d x 1 IM(AT EXIERIOR LOCATION INCLUMOO12d MENAIL9(EA) 2570 3080 © MANHOT-2 MAsorm1'. W(16)10d NNLSAND(2) ' A.T.R. 5BWIr FMBEOMFNTWSIMP1i SET" EPDXY(IMT-3FOR3-PLY) INSO HUWOOrW NAILS AND(2)5A"AT.R. GT2 w/12'EMBEOMENT WSIMP9IXJ-SET- EPDXY(Hl(RT3FOR3-PLY) 7020 97M O FRAME TO MASONRY FGTR W (10) 1/4"x 3. 803 WOOD SCREWS AM x 5' TITEN M ANCHOR BOLTS 3400 4]Y RFUBW(lZMWWOewEWSAND (4)4/4'.TUUEDG"OLT ]100 ©(1) 1 FRMIE TO MA90NPY LGT2 w1(18) 16EWM S S17 Ve.2FW"TTTEN2 17M SEENOTE4w SE O 2030 ©2 FRAMETO MA80NRYl FRAME (2)LGT2W(S2)16dRN8ERs&(14) 950OM IWx2IWTITENO2PLYTRUS91 OR QBt iBd SINxERB FOR FRMIE (EA) � 40801d -F di LUGTiw(82)IW 9NKEA38(10) iM"x3'WlDOE-BOLT (2 PLYTRu95) O3K32) IN ONKERS FOR MANE(EIV 31e01 MOOT 31004 4520: ®3 FRAME M MASONRY FRAME I2) U8r3 W (M714 I'x 3'50S SCREWSsKem RM1E'x5'TRRSFORYTAUBB) 47 w� 5016E OR (j2JIW $INxFR9 FORFRAME(EA) �' BB60-F (2) S & (4 W (2a1 V4'x 211r W825 BCREW8814)3N'xr WB12 FLV TRU99) OR(6B),W SINKERS FOR FRPME(fA) 8980M M83F 7050-N 7110i O BFAMTO UEAM HWt00Pl'MM.410W118)1W 8DOJ iW NAILS GN2680 Mm HD4IOOPr HD4I%FW(30)iWe(IO)1W NNUS M30M Mm OL SEAMITO MASONRY HWIO OPT HUN10 W(18) MEN lWx23M•4 O)IWNNL3 QW.500 WH8W HW100PItD4/dFW(2N to"x3" WFDGFE T&(10)1W NAILS SPUN DNaN ©BEAMTO MASONRY FRAME HU460FT H1C46 W NH 10d NAILS A OM1540 (12) 11C x 23W TITAN ITO MASJ U#9B0 OR (12) led & (6) IM /FOR FRAME) SYP.F OM300e W113$ $YP±.1 11045OPT N Wa W OD IW NAll3 6 (12) tN' x 2301' TAPOONS IM MAS) OR (t2) tW S SN I W (FM RAME) W 626 Mc90 SYI 0#2011 U8E50 aY MO FRAME TO MA90NW (2)NEIA1s OPTi4 HETA20 1920 /-PLYW(10)l0dx/1fi°OR 23� zR.Yw 112)1ad 19W I.HTAIBOP7MRTA20 1-0LYW(10)1W x1112"IXT 2-PLYU0041M 1D0 2� OFRAME TO MA90NN1' HTSMI6W/(8)1WNAILSAND(4)lAY l4' See TA WN6 OR HTSM10 W(IO)IW NAILS AND(4)114W IM' 9M 1110 1110 NTWM16W(8)IWNALSM'DNII4W WS OREOLT TWM20wl(10)1W NALBPND(4)1/4"xt all• 1146 1228 3. TAPW9 1510 1835 - EW5 4180 676 ISM 13M 1395 41M SODS 1. CONNECT ALLFLOOR TRU66E3 TO INTERIOR BEARNO WOW WALLS/ WAM6wl(2) 1MT0ENAHS 2. ALLTRM TO TAM LONNECTIONSAPE PROVIDED BYTRUSS MANUFAC Ms, UA.O ON PLAN. S G.C.MAYUMERIE MF30NORU CONNECTKNB,SEEFRAMINMFLWFORCONMEC CALLOUT. 4. FORVNGLEPLYTRUSSES. SCAB ON FULL HEIGHT SW/)12"d"TO TRUSS VERFICALWEB W(2) ROWSOF IN NAILS 0 YO.C. STAGCERED. i it MN.AT.R. EMIEDMENre MU BOND EEAM U.N.O. 8. sCAB TRUER CHORDW4W'2RSYPM2(MATCH CHORD LUMBER 9MF)W(2) ROM 1W@4' FROM END&WO.C. STAGGERED,CENTERAT CONNECTOR LOCATION AS MUCH AS POSSIBLE. AO MINMALWN(ECTORUNOONFRAMINGPLAN 1. CONNECTION FOR ALL ROOF IFLOOR TRUSSES TO MASONRY WALL3l UNTEL9/ OF WALLS UNO ON PUN 2. CONWCTIONATM"ORS O.C.PMDIWG TIMSMRALLFLOORTRUSSESPARNLELMMA RY WALLS SEE MAIL M12ML1 FOR MORE INFORMATION 8 OONNECT(ON FOR AIL HIP JACK(WRNEA JACK TO MAEIRRY WALUMOFWALUeNNTELB 4. OONNECoON FOR ALL CONTINUOUS RIM RMED M TOP OF MASONRVAT 3r DO MAN. W (4 AT UPON WRNER. QC. M VERIFY LOCATION DOES NOT CONFLICT WrJI OF AF0.ICASUU) LAYOUT S. CONWCTALLFLOORTITUSSESMINTEMORB"WWOWWALUWAMSW/(2)1MTONAILS O MiNMAL COFNMM M UNO ONFRAMINGPLAN WN9ECTI FOE JACK TRUSSTOWOWWMLORSEAM MIMMALWNNEOTORUNOONFRAMINOMLN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSHI SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE. UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)1Od TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED 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 ADDITit Coly ROOF INFORMATION SEE SHEET " hl, C," FILE COPY C.M.U. OR ICF WALL-2 SECTIONSEE WAIL 0 METAL DRIP EDGE + x SUB•FASCIA o ALUM FASCIA ~ --_ 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS ® 2'•0" D.C. SECURE J-CHANNEL @ 12" O.C. VINYL © G.C. SHALL VERIFY SOFFIT MATERIAL CAMACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" a 000 9CIlse] L'11 LL WZ o n 0 .� � CaJ 3 (00 ❑ ❑ ❑ WWW.FDSEAG.COM z - z� o � y _ Z Tr in (y m l� A4/��11 ,� N tV W u_m F OW z TO r 2Ou �m +,.. U W D N Ep L�O • 2 1p r N gal a C4 lm FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 L' .. DIVISION LOCATION: P PORT ST. LUCIE Job Information: IIIBWI� O 'a Zm u7 W N a JMJ y Y LI. r 04 ®W ® J LL1 7 Lo ug J m U) U7 Model Name / Number. 2265 Plan Issue Date: Friday, January15, 2021 VI KA PROJECT NUMBER: 21-0156 Sheet: 6 Of: T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.s. ROOF PLAN LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NONSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 ! LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO TOPOFSIAB f`a MS021 TYPICAL SHEAR WALL SECTION N.T.S. TVP. TIE BEAM W/3000 P,SJ. GONC. W/1 45 RERAR CONT. SIMPSON SIPS W/(8) - SOd X 11/2 SPO OR SP8 FOR 2x6 AND 2x8 WALLS e 1. a A 4 ' DOUBLE 2x TOP PLATE 1' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 I - P.S.I. CONC. W/1 #5 REM VERY. INTERIOR BEARING WALL INTERIOR SHEARWALL ' EXTERIOR FRAME WALL 8" C.M.U. .� 2"x 42 SYP/SPF P.T. W/ 8" "J" BOLTS OR 8" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPOONS OR (8) 2 7/8" HILTI TDFDNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. #5 REINE. 20" MIN. LAP BAR q 13 OR44 REINFORCING BAR #3 d, #4 1 AP SPLICE 25" MIN. LAP #5 STD. 90° REINFORCING BAR HOOK #�,,, sP SCALE:1"-V-O" 36" MIN. LAP #6#6 REINFORCING a r,RAI f1F d0 U N 01 96 "I P SPI IQF MSO5I REBAR SPLICE DETAIL - GRADE 40 I N.Ts& I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2sA" 12' O.C. i 2 x 6 1/4" X 23A" 12' G.C. 2 2 x 8 1/4" X 21A" 12" O.C. 2 NOTE! TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST iUNIEL a (2) 2X P.T. > BUCKS W/ BETWEEN 1 PT 2 NAILER TO IFFASTEN MASONRY I IF DOUBLE 2X NAILER IS USED, USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL NO O 0 01 ro RFPAR AT TOP MK rp REOb 4Vf CLEAR i •� " ro Ie:aAR Ai ®OIYOM O W UMEL CAVRT eoTiP'REl IWEL YD/E'AGNAL FTtONp NA LIaTF1 NE9) 6" NOHNALWptH TYPE DESIGNATION •. rvLLm WTP oRour r u" uICILLso rrr�� OWWTnYMMRBlAR AT LOTTp•f OF LM1q. CAVITY SF16-IS/IT ��N'AL aWTll j L 6adNIITY OF 5 ICMNPL WWI W TOP MATERIALS 1. fc precast Ilntels = 3500 pal. 2. f c preetreaaed Ilntels = 6000 pal. 3. fc grout= 3000 Psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 W/ minimum net area compressive strength =19DO psi. 5. Reber provided in precast lintel per ASTM A615 G1160. 6. Field moat per ASTM A615 GR40 or GR60. Prestressing Strand per ASTM A416 grade 2701ow relaxatlon 7. 7/32 wire per ASTM A510. S. MOrtar per ASTM C270 type M or S. _ ENERAL NOTES 1. Provide full mortar heed and bed Joints. 2. Shore filled lintels as required. 3. InStalladon of lintel must comply with the architectural and/or structural drawings. 4. Linters are manufactured with 5-1/2" long notches at the ends to accommodate vertical call reinforcing and grouting. 5. All Ilntels meet or exceed L/380 veNcal deflection, except Iltltels 17'-4' antl longer with a mmind height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" dlermeter wire sdrups are welded to the bottom steel far mechanical anchorage. 8. Cest-In-piece concrete may be provided In composite lintel In Ileu of concrete masonry unite. 9. Safe load ratings based on redonal design analysis per ACI 318 and ACI 53D �'. 10.Urrml min. depths are called out on lintel plan. K contractor Installs a deeper lintel than indicated on the pan, doing this increases the strength of the [Intel and is approved wilhout engineering letter. if a smaller lirttel is installed Contact EOR fix l. SAFES LOAD TABLE NOTES I. All values based on minimum 4" bearing, Exception: Safe loads for unfilled lintels must be M11haod by 20%If bearing length Is lase than 6-1/2'. Safe loads for all r@heeeed linters based on 8" nominal bearing. 2. N.R. =.Not Rated, 3. Safe bads are total superimposed allowable load on the section spec#led. 4. Safe loads based 9N grade 40 or grade 60 field rebar. 5. Additional lateral 1@bd capacity can be obtained by the designer by Providing addional fbldorced masonry above the pretest lintel. 6. One #7 rebel' may be subsdtuted for two #5 rebate in 8" lintels only. 7. The designer may@�rduare comCentreted beds tmin the Safe load tables by calculating the maMmum resisting moment and sheer at dHrvmy from the face of support, 8. For Composite lintel heights not shown, use safe load from next lower height. 9. All safe loads In mks of pounds per linear foot RrMEWED FOR CODE COMPLIANCE IPA". LUCIE COUNTY ROCC PRECAST "U" LINTEL w/ 3000PSI GONG. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMEM Al 8W ey" (Vl-fySTdr90 HOOK N STD. 90 DEGREE ANGLE 3000 5 Di CONIC. W/1 #5 DI . RERAR 7 rc S REBAR ON BOTH SIDES Of OPENING U.N.O. FIDE KNOCK -OUT SL FOR FIRST PLATE CMU COURSE W SILL & FILL SOUP 1195 BAR FOR ALL IOW OPENINGS e'•6" Wt0 8'x8'x18' CMU U,N.O. 41 SEE FOUNDATION SEE FOUNDATION PLAN PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. TYP. BOND REAM 8'x8"xIT K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DA, RERAR INDICATES FILLED CELL FROM FRO. TO BEAM WITH 1 #5 OAR MIN. TYP. DOWEL 25' MIN. LAP (ACI 530) LZ V pi J t�D C f ��P®� r L 0 4\O•� °41fo,Fs S 10 I I l gUm R O a W Spo� co r` p ti Rk 4k� tk U EL =8 q pao-''iQ8 a a ar a o 2 O m m off$ E ZNLL . d D K. EEe 0 0 O g8a 2§ 91 E N g 5 WWW.FDSENG.CDM ❑ ❑ ❑ z Z M 0 p Z O aN� a T ID ) I/ I LL � W C n 4 1 r V -NE E S t o * a Q c Np tV C m �Im DAMS HOMBS FLORIDA CONTRACTORS LICENSE NO. CRC133Oi46 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. L.UCIE VI `Job Information: IJ� 0 TO� Z >to m CO��a} Lij y O (- z N 3 f6 U 3 d HUM a O J W Z) LL VI JmCn(n Model Name / Number: 2265 Plan Issue Date: Friday, January 1.5, 2021 VI KA PROJECT NUMBER: 21-0158 Sheet: S 1 Of: LINTEL PLAN �F 2x6 #2 SYP P.T. ° SIMPSON HETA 16 EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. O OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER 1 '"ti!• TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o ri "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o n SECTIONAL © OVERHEAD DOOR CONT. o o IF IB 11! WOOD SYP 2" X 6" o LC l OFi� a TRIM 2"x6" P.T. WOOD JAMB .1 •n • .u• ,.110 4, •:� LL; DOOR AND CONNECTION PER 'I OF GARAGE DOOR MANUFACTURER GARAGE SLAB � 9� O Crg> � TYP. GARAGE DOOR � 10 w``'ee cu TRACK MOUNTING DETAIL 'IIr,11II10� o m a Mo NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE tL II MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T•S. m _ c III to r 00 •" my Q � i t` �mcgq BLOWN -IN R-30 INSULATION PER FBC o Z= 9 Z p 0 ' AND ENERGY FORM SUBMITTED WITH E p PERMIT APPLICATION PROVIDE BAFFLES 5� 111 $ 8 m co m R O BLOWN -IN R•30 INSULATION PER ' AT EAVES (FOR VENTED ATTICS) gam, B P Z ve d a e a�' 0 a FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OR s `'g 8 -' Ln 12 WITH PERMIT APPLICATION ' SEE PLAN TILE ROOF (PER ELEVATION) g b M Is w�wy,FD3FNG.CO PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT BY SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA 9 $ —FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE -In TRUSSES @ 24' O.C. [RSH] - ON FRAMING SHT. FOR TILE ROOF (PER ELEVATION) Z S SHTG &FASTENERS. OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA ^ — o10 PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- TRUSS ANCHOR (SEE PLAN) Z N NNG TRUSSES @ O D.C. [RSHI -ON FRAMING SHT. FOR _ _ _ — _ SEE PLAN FOR Q .- SHT'G & FASTENERS. MR—G. liT. J a u 1/2" DRYWALL V ) z N - TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • ` ° ETAL DRIP EDGE I V1 (D m TO BE INSTALLED ON OUTSIDE TRUSS PLATE (TYP.) FRAME FOR BUILT-UP () LL • ''J 2x SUBFASCIA FACE 3/4" P.T. NAILER t CORNERS min POST 2x4 E R �� ,�. SOFFIT. SEE ARCH. — — — — - — 4x4 w/ 2x4 POST UNDER EA o m 1/2" DRYWALL _ �--METAL DRIP EDGE �� PLANS 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. wO s., CURTAIN NAILER 8 x 8 x 16 K.O. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" 1/2" DRYWALL - 1 x 4 P.T. @ WINDOWS K LINTEL BLOCK D.C. v) � c CONNECT ALL 2x STU 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. N p,H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH m m TO TOP PLATE WITH (4) n SEE ELEV. 3000 PSI CONCRETE (TYP,) ALL SIDES / �\ \ (TYP-) FRAME FOR COR- w i 16d TOENAILS SOFFIT. SEE ARCH. r / o i! c \� coo Rdli% PLANS PRECAST "U" LINTEL r, O O NERS FOR NON LOAD 1/2" DRYWALL SEE SCHEDULE H Oa ° a ° Z BEARING SIDES NAILED '. _�a' °° SEE PLAN FOR HEADER SIZE u < va va 0•� W/ 16d NAILS @ 8" O.C. ® c 00 v Y o C o � O �y0/� QNouO OPTION, 15/3Z" OSB EXPOSURE 1 ON 1/2" x 8" J-BOLTS ` \ / O / (TYR)4 COURSE HIGH A.F.F. ® DAMS HOMES O.H. ExT, WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. , MAXIMUM OF (3) - 2X PLATES MAY BE CMU BASE FILLED w/ CONC ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. , SIDE W/2" WASHERS � i p PLY ATTACHED W/ (2) ROWS OF I6d (OPTION) STAPLE: 16 GA. 1 3/4" (TYP) W/ (4) VERTICAL RENF W/ •;:° a"'°""A'� �Qr-1 STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON ri FILL CELL -(1) #5 DIA. v HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE N0. CRC1330146 NAILS AT B' C.C. .+ 3000 GULFBREEZE PARKWAY ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI PLAN Al-A1 OF COLUMN "z�. '�C,.��t�`-iANCE, CONIC. ALL LOCATIONS „ SHOWN ON FOUNDATION COUNTY GULFBREEZE, FLORIDA 325fi3 VINYL FRAMED WINDOW w/ SCREEN H & FLOOR PLANS (G.C. TO VERIFY W/ FLOOR PLAN kCC DIVISION LOCATION: LOCATION OF OPENINGS IN u SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E 0! � EXTERIOR WOOD WALLS. IF NO ' W/11-10d TO BEAM FOR BEAM SPEC. OPENINGS ARE INDICATED, FULL SPUDS ARE REQUIRED). & TO FRAME BELOW VI Job Information: NOTE: 44" MAX. SILL HGT. ON r ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW r I..L WINDOW STOOL W/ SCREEN i CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SAL ' FINISH 7/8" THICK PER ASTM H O C-926-98A PAPER BACKED FOIL R•4.1 u 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL u MORE INFORMATION). SEE TB13 PER ABC AND ENERGY FORM c4 EXTERIOR FINISH - ' ��++.. 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) F I P-'` z m FOR NAILING INFORMATION FOR APPLICATION R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P.T WRRING FfG. DOWEL #5 DIA REBAR y 17" IN CONCRETE - 25" +' Y WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. EXTEND (ACI CONCRETE ABOVE SIMPSON HETA20 / ' m «O+ AND ENERGY FORM SUBMITTED wl 1/2 x 8 A.B. (OR 1/2" x W TITEN BASE NAILER SLAB, ALL LOCATIONS SHOWN w/TO COLUMN Al ' Al BUILT-UP CORNER MIN (3) 2x4 \ r N m 1010d 0 L WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN POST � � OR 4X4 POST W/ 2X4 UNDERIn WOOD BASE MIN. 6" FROM END -SEE W507 ' EACH END OF BEAM O N t✓ FOR TERMITE SHIELD i 0_ SEE FOUNDATION PLAN FOR `^ 00 L� SEE FOUNDATION PLAN —� 2 X 4 P.T. PLATE FOR SLAB INFORMATION - _ TOP OF SLAB _ _ SLAB INFORMATION TOP OF SLAB BOTTOM STRAPS MUST B + J m v J W _ — INSTALLED ON INSIDE OF ♦ Model Name/ Number: ro " COLUMN. DO NOT BEND TLe GRADE STRAPS UNDER PLATE. a°,q�r •=Fc�o 2265 GRADE` I ry PLACE STRAPS IN FILL c C+� CLEAN 3 SEEP FOR N CELLS w/#5 REBAR (TYP.)4 COURSE HIGH CMU BASE ♦ Plan Issue Date: COMPACTED .Ni ° REBAR QUANTITIES ;;.' , , �;; ; FILLED w/ CONC - SEE PLAN FOR Friday, January 15, 2021 FILL ? • ' m SIZE. TOP OF COLUMN BASE - 2'-0" AFF VI KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 16" FOR FIG REQUIREMENTS PLAN •• 21-0158 NOTE: DETAIL CP21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: DETAIL - UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL ti I 8" D BLOCK TIEBEAM - ' STRUCTURAL W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ I SHEATHING TOP TO ALLOW CONT. 2x4 BLKNG CLIP EACH TRUSS AROUND CURVE. MIN. 2 TITEN ' (SEE ROOF PLAN FOR TYPE) ANCHORS TO 2x8 FRAME OUT TO I BLOCK EDGE LINTEL EXTERIOR SHEATHING (SEE PLAN) ATTACHED PER NAILING ' SCHEDULE TB13 ON , 7/16" O.S.B. 2x8 W/ (3) 12d SHEET 6ANCHORING: EA. SIDE TOENAILS EACH END STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR SIMPSON SP4 /16" OSB W/ 6d WOOD FRAME WALL PER FBC TO O.S.B. NAILS @ 16" O.C. AND ENERGY FORM SUBMITTED W/ 2 - 8d TO SIDE & TOP NAILER WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EA. END EXPOSED TO INTERIOR SPACE) EDGE VIEW 2x4 SPF CONTINUOUS 2 X 4 P.T. STUD TO DOT PLATE: BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d SIMPSON SP4 NAILS. SEE DETAIL ABOVE LINTEL " 1/2" x 8" 2x BUCKS SEE MS11 NOTE: HOLD FRAMING 1/2" '� • ANCHOR BOLT FOR MORE INFO BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH ��` 0 �TO�, WITH BLOCK FACE 8" CMU WALL .w�� , ..it WINDOW OR DOOR OPN'G QpL N S • S w• 0 aT WF01 DETAIL @ARCH WINDOW FRAMING N•T•S. WF21 '.WALL @ENTRY FRONT WALL 3/a"=r-o° m ' w e aF ;I PROVIDE 2x4 ON TO rr1O� ,L-0 �l�®o OF 2x8 TO BLOCK OUT 2 ROWS 12d @ a TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 ° :S I ON P' 11\ a s` unliwo ; (2)12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48" IL 2x4 STUD MTh PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN co 1- TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 ° " * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF gg N0 OD OD 12d NAILS @ 3" O.C. WOOD BEAM SEE € 5 w Pg f m TOP PLATE TRANSITION PLAN FOR SIZE SIMPSONHUC4100R(2) �.� s I;y' HUC210 Oo m PIPE OR DUCT w/ TO BUILT-UP COLUMN lip p OUBLE12d '� �9m�" III w a PENETRATION THRU TOP SPLICE SUPPORT COLUMN BUILT-UP MIN. S TOP PLATE w/ MORE r N3AIL5 @ 8" 0 C4EACH2PLY d g g THAN 50°h OF TOP ROWS 12d ' ^ (SHOWN AS 4 x 4) " � Q Z 'g a a zYz PLATE WIDTH INSTALL F m 9 a ^ ` ~ G� @ 3" D.C. S r E O SIMPSON PSPN516Z i (2) SIMPSON E . TA20's IN ,R -; - m O w/(12)-16d EA, TO COL," LIB m a w/ (12) 16d NAILS TYP. "417N ;- '+; ALT: (2) MSTAM36 STRAPS 5-6.g � 2 m J a k TOP & BOTT. NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK ,, CENTERED w/ (13)-10d NAILS g g 9 Z 3 4 = O TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD W�-I- I Ea TO COL. 5 0 -I vi s 1. W M,, TIE BEAM F g $ ° wWW.FDSENG.COM ❑ ❑ ❑ SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE Wj 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED W Z o — O NOTE: ///////' `` Z ¢N PLATE LENGTHS MUST BE AT ` i / a N a LEAST 8'-0" LONG. TYPICAL V I a ti WF17 TOP PLATE SPLICE DETAIL 3/a"=1'-0" CD04 BEAM @ RAISED ENTRY MASONRY WALL N,Ts. —� } Z N W � � m O .M _..u� w M 2x8 SYP #2 f4 v = N E ° TOP & BOTTOM ATTACHED W/ ' z en en (1) ROW 16d 2x6 SYP. #2 r v v = NAILS @ 16 O.C. RIPPED Q m LMe" Of o m 1" 145" 14: BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION � DAMS HOMES 4 4 4 Q IF ONLY (1) KING 7/16" O.S.B. EA. SIDE (1) JACK USED AT 2X (2) 2 x4 LAMINATIONS W/(i) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED led 13I 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED ISO EACH SIDE OF OPENING G.C. TO O.S.B, TO O-S.B. W/W/ 2.8d COMMON WIRE NAILS (D = 0.148" L= 3") OR EQUAL COMMON WIRE NAILS ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE)EA. INSTALL (3) TITEN HD. END HEADER ANCHOR NAILED TO TOP PLATES, HEADER&JACK ". FLORIDA CONTRACTORS UCENSENO.CRC1330146 NO.&SIZE OF Pi; ` iJ� ®FOR HEADERSRE _ �•,,,� 3000 GULFBREEZE PARKWAY RAFTER TIES &GRADE EACH END t•• "�O PLIANCE GULFBREEZE, FLORIDA 32563 + SEE PLAN FOR (z)A30 TIE COUNTY DIVISION LOCATION: BEAM SIZE i � L��9/1^^ (� (D-0.182",L-31/2")OR EQUAL (D=0.162. L=31/2)OR EQUAL 5/8"X8"EQUALY SPACED fhiAVCIJ PORTn: LUCIE 1�CENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE I/4•DIA.. 51/2"LAG PER SIDE INTO CMU AT OPPOSRE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) SEE SCHEDULE . Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4"OF 4) REFER TO NOS SECTION L5.3 FOR JACK TO HEADER, NO BASE EDGE VIEW 2x SIMPSON I PSONSP26"O.C. THETAICKNESSOFTHEI-A TUMINAnON. ADDMONALINFO. CONNECTOR REQUIRED TOP AN BOTTO TYP. P4 AT (3) 16d SEE PLAN TOP AND BOTTOM 2-Rows Izd NAILS WF37 TYPICAL COLUMNS DETAILS N•T.s. COMMONOR WLL STAGGERED@ 24" O.C. NAILS(TYP)� HGT. 12"EACH * WHEN STUD LENGTH FACEEOR 3-ROWS 12d NAILS STAGGERED FOR OVERHANGS GREATER THAN ' : FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR �N., SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) �f. F.F. OVERHANG --I., CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. ®E . PER CC B I R Io AI�I%% //%%% / 1 • •°'•�� III 16" O.C. TO SIDE &TOP NAILER 11 IhEACH x W/ (2) 16d TOENAILS �� END2x4 © II SPF CONTINUOUS ATTACHEDLOCKING • • •• 1. DETAIL ABOVE SEE ELEVAI SQUARE TR BOX HEADER--j— W/ EACH • WINDOW OR DOOR •' HEADER SUPPORT N0. OF JACKS & STUDS RE . AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LE5$ THAN 4' (1 2) 1 (2 >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 13 4 3 4 IS LESS THAN 12 USE LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED > I TO HEADER EACH SIDE m LO FILL ALL HOLES IN DOUBLE 2 x #2 = N V STRAP S.Y.P. HEADER W/ 1/2"FLITCH PLATE FILE CO® uj O J LL- O N lOd NAILS @ HEADER. (U.N.O.) O 8" O/C TYP. / I- N z� m c1 FILLING AND BLOCKING AS FASTENED TO MM. U 0- DOUBLE 2 x 4 CRIPPLE STUD REQUIRED HEADER W/(2) ROWS r O J ED � LO o 00 TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS '� //11 ♦♦ /�t LL m v) v J NOTED OTHERWISE VI Model Name / Number: 2265 22 2 x 4 STUDS TYP. SIMPSON H774 W/ (18) Planlssue Date: 16d NAILS & A 5/8" EXPANSION ANCHOR '., CMU W/ 6" EMBEDMENT U.N.O. Friday, January15, 2021 KA PROJECT NUMBER: OpF)JJLG STEP DOWN GARAGE 21-0158 TF * HOLD DOWN CONNECTIONS p.T. BOT. PLATE NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT Sheet: S 3 Of'. MS18 RETROFIT WALL OVERHANG DETAIL N.rs. WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF09 WALL HEADER DETAIL N.Ts. 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 45" , MINIMUM 2'x4' - CROSS BRACING (SEE PLAN FOR A •' 1 l LOCATION) , BLOCKING 01 i , , , (3) 12d PER JOINT CONTINUOUS LATERAL BRACING- , NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @EACH TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. 'N\O IT PROVIDE 2X4 MIN. BLOCKING AT Q - Td ' S '•.•S CENTER LINE OF HIP/RIDGE, TYP. •', ,g6p ''.• BETWEEN TRUSSES W/ (2) 12D J.°-: -.. NO NAILS EACH END TO TRUSS TOP ZTYP CHORD Y �, pF pll? TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING �� '•• �. �''- �'i�` N WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP TRUCTURAL PACEo'��i�O�G.T. SHEATHINGADD 2X4 ALONGSIDE RIPPED2X4SYP!k2TOP JA CHORD WHEN REQ'D NAIL TO TOP CHORDTO PREVENT SHEATHING -----OF HIPPED TRUSS W/LLSPAN FROM EXCEEDING HIP 12d NAILS @ 6" O.C. - MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12' O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SEE " SPACED AT 10'-0" MAX SYP TRUSS BRACING mho_ o o '4B N o0 PLAN e w ¢$ W rI �8gq 2X4 BLOCKING m g a TRUSSES HIP TRUSS & BETWEEN o € Uj ysQ g0 W LYLl!11 yj Qae�{{ aZ. 3 ZcmQ O Ilg 13 a�$ ° TB03 HIP / RIDGE BLOCKING DETAIL N.r.s. TB04 USS BRACING OVERLAP DETAIL (TYP) [TRUSS N.r.s. � V Y Q sP Z v¢ d a IL u Q a 5, In Q I Be! 5, $36 W J N Vim°—g�.�8 VWWY.R]SENG.COM ❑ ❑ ❑ Z e7 TRUSS NOTES: a r 1{ Z 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 J N W a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEOUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT ~ Z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALLNOT BE PLACED ON TRUSSES. THIS CONSTRUCr10N LOAD SHOULD SE LIMBED Q) Ih TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. �� y Lu 2. ALL BRACING (DB,CBAS) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL O LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 12) 3.12d NAILS AT EACH TRUSS INTERSECTION. 4, ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT M 0 0 In ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, S. PROVIDE TRUSS BLOCKING ATALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. m V1 � � m SEE TYP. TRUSS BLOCYJNG DETAILS (6 U c E 4. " SHEATHING '�' t O �( 3TSPACES� a F:- ALTERNATE DIRECTION TRUSS Q cN ono am `' ADAMS HOMES VERTICAL SCAB 2X6 R2 SPF 48"O.C. W/ (4)12d TOP &BOTTOM OR H5 SEE TRUSS 12}1 NAILS qT OR HCLR/LL IN PLACE OF (4) lOD SECTION TO TRUSS tZ;E FLORIDA CONTRACTORS LICENSE N0. CRC1330146 REQUIRED ®RAFTERS GREATER THAN 8'-0' B&B 3000 GULFBREEZE PARKWAY GEE PLAN ouBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32663 PRE-ENG. TRUSS PLATE SECTION B—B TOP PLATE SCHEDULE FOR SHEATHING DETAILS zXSTUD WALL VARIES W/ ROOF „q FOR DIVISION LOCATION: SLOPE . PORT ST. LUCIE SEE PLAN CONY. FRAMED RIDGE MAY BE NAILED w/ MIN, \ / / \ \ 2X4 SPF BLOCKING / �`�'�� e da '^ �„' 11'�Ate°�.P'S-a<'- cot lF � Job Information: (4)12d WHEN IT LANDS VERTICAL SCAB 2X6 42 SPF 48" D.C. W/ (4)12d \ / \ BETWEEN TRUSSES / .... z NEXT TO PRE-ENG. TRUSS 2Y8 BILKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 4$" O.C. MAX. / / _ C SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PUCE OF (4) 12tl \� B REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER \ \ / THAN 8' 0" \ 2x4 SPF BRACE / �(- \ 048" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & rd SHEATHIN �� v RAFTER �C]E \ \ \ ALTERNATE DIRECTION O \ \ 2x4 BLOCKING BETWEEN C9 BEVEL CUTS 1 > . i TRUSSES W/ 12) 12d NAILS (OPTIONAL) j m Lo @ EACH END, CONT. FACH BAY TB / / TRUSSES f/� C a D 2X4 SPF W/ (2) 07*4/2' ALTERNATING DS W000 SCREW EACH TRUSS / / SEE PLAN OC ` O M BLOCKING OR H5 48" O.C. / / N PREfNG. TRUSS \ / / W y CONT. ROOF SHEATHING AT TRUSS TOP \ / / 7 f- N i d STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TT'. \ \ / / L [ , CO O w04 SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / O J LLI Ur) o B 2X4 P.T. BLOCIGNG BETWEEN DIAGONAL WOOD 2X8 R2 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS @ (USP MP4) @ \ \ / / 2'-0" ON CENTER / ^ (n 00 L L v' AT 8'-0^ EACH END TRUSS MAX 2x6 RAFTERS ®2'-0^O.C. 2X4 SPF BLOCKING \ A/ BETWEEN TRUSSES VI Model Name/ Number: MAX. W/ (3) 12d COMMON \� \/ ®2a" O.C. / 2265 WALL BELOW TOENAILS TO RIDGE BEAM 2x4 RAFTERS FOR SPANS LESS THAN PLANS FOR TYPE) \ / \ / , ,\ (3)12d EA. ENNDD (TT YP.) (SEE 4 FT @ 2'-0" O.C. MAX W / (3)1OD CONC. MASONRY SEE PLAN COMMON TOE NAILS TO FUDGE BEAM 2X4 CONT. AT STEEL OR WOOD Plan Issue Date: T & B CHORD BEARING SUPPORT Friday, January 15, 2021 TYP. WOOD TRUSS BLOCKING A —A ALTERNATE BLOCKING 1/2^ SPACE KAPROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE S SHEATHING INFORMATION 21-0158 2x4 S.Y.P. Sheet: 4 Of: @ 16" O.C. TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T. ROOF FRAMING AND BRACING DETAILS El N. ly E THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and 410) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. C'1 SPA EVE M. 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE gpiIn 6„ 3' nn 3" 3a 3n 3" 3„ III III I 3" 3" 3" 6, 6 6„ 6" DOUBLE DOOR W/ SIDELITES )A /E I 3" 6, SPACE =VENLY 31, 6 SINGLE DOOR W/ SIDELITES our 111 1 1. FG I 6 6' 3" 6" DOUBLE DOOR SPACE EVENLY ?AO Rake Mal Edgee 1Sa a 7" pieces to Gas valley Centedine ` SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT RASED (REQUIRED AT n SEALANT APPLIED ALL LEVEL VALLEY TE U9ED, PAINTED III —BEHIND (LASHING �I�IIIIIIII�.\\'�I�Li�■ NNL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. ,01 Dc.* / UPdan ` A "'o Goose E C 3rD 7n60DUle" 1�0aps '19" / LOCATIONS) ETHER. WALL FINISH - AND EXTENDING A MINIMUM OF 6- ABOVE 6"X 6'HGALV. I VERTICAL RISE OF FLASHING — VERTICAL WALL FLASHING COI. AT KNEEWALL T ENTRY PIASTER ST SEALANT 'I ON" SHINGLES FLASHING DETAILS 8" HORQ. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION 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. T% sill 1 /°N A 1 P _ _ 111 1 0% 1 INSTALLATION OF WINDOW /-1 l I w l I I Y I LI 1 1 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. 161, 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 LOCATION OF BARRIER TO BE 17-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 2XWOOD FRAME BY OTHERS 4" DIA. CONCRETE SHEATHING FILLED PVC. PIPE. BY OTHERS N, CAULK BETWEENI r FIN &SHEATHING TOP OF SLAB EXTERIOR FINISH m BY OTHERS PERIMETER. GAULK- -- - - - -- I BY( 09 z 1 -II -11 IN, IlL, II ° I ©:A• WINDOW c-I f , it - IT I HEIGHT v a d vl o z 1 ' 16" MIN. DIAMETER CONCRETE FOOTING 11/2" MIN.. EMBEDMENT --18 lWOOD SCREW III I�I�i�► tt'FI ►"�+�� 1 SHIA SPACE EXTERIOR INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R9052.8.5 DRIP EDGE PROVIDE DRIP EWE AT EAVES AND GABLES OH MINOLE ROOFS, OVERLAP TO BE A MINIMUM OF 3in(76cm( EAVE MP MG-SSHALL EX'END V M BELOW SHEATHING AND EXPEND BACK ON THE ROOFA MINMM OF 21n. DRP EDGE AT EAVES SHALL BE PERMITTED TO BE'NSTPLIEO EITHER OVER O4 UNIER THE LNDFRI.AYMFNT. IF LNSTAILfO OVER THE LNWRLAYMENT, THERE $HALL RE A MINIMM 9M W OTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRH EDGE SHALL BE MECHANICALLY TASTENED A MMWUM OI 121n ON OEM_2. WHERE THE Vaud AS DL-RRMNED IN Ngdmum Fastener Spacing (lambs, Head and $111) Wall Framing: 32SprhWPine/Fir Or Bever , Screw Minimum Penetranon Glazing.8ead' 1-3/8' C ross Section V iew Mdmum _.... ...a ilz- �..'sinepne 6aerler Sheathing SIpe1 Mmsureto be suretheopening is 318"M S)2"larger than the windowsize both veftlmtyand horbontally. • You may wish to Predrgl the Inatalaten holes in the fin at this time. Ne PG5lPU1XtW holesIn Hem fm as ft area% SW 2. Apply a generous bud W Poona to the backside of the mounting in Use Enough MOORS co sWridmny, BR all Voids between the be and the wal sheathing. Stey3 DEEN'tthe window into the openNg from the Decade. The window is labeled"irWdd ard'outsHe°, but Ithese labels sire been removed,the 9NIVIIII bead should BaWays be to the InSids Of sire building. Step 4 Install shims under the sill, adJhatng trem until the hrA Is Plumb In the opening. Shams should be Instilled under the sin every 2 feet The window should be backath, centered in the operning With no moue can 114" gap bee,,, the window Ord wall framing. Shap S InEWI3#10X1 'screw4'han the ocmeroftie 8n ateach End oftle head all and both jaml Sep 6 fraWl the remaining ksWe m 8" lmx ents from tnero screws to.Me � of ewfi hams member. Use Ere no to ove- tighten the saeWS and Pull them Umagh the M. Also, mays sure the screws go in Might and do not muse the frame on bow. Wall frarsing should be a minimum of #2 SpmaJPNWFIr. Fasteners Should be#10 Screws of sbtdeht hanithto adhieve l-3/8' arlarh InMts wall and w Jimthen 112"bon edge ofTsamM Fastlemr quantities needed In each side of hsme to amiese t' abodil Step 8 If desired, a foam insulation mD be applied to the interior 94P between the window and wall ban g. If applied, ftmu#be NON EXRANOJAti 7VOE 2AM. Sep 9 Sim these windows are typically used M rooms with high moshrre, le; bathrooms, It 6 recommended that the interior gap between to window and wall framing also be sealed with Mauna and Idad so as non to mb kne wRh the mahfiatlon of wallboard, die a trim. Step SO Once all construction Is complete, remove the bubble wrap from the India and ou61de of ta, window. If neressary, dean tine blocks with a mild deergent and wan water using a soh cloth. Failure to follow these PrOcetlurea 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 Manufacture Model # Attachment Pressures Method Roofing: DADE 1st Choicel COUNTY APP. KID Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE, W/ 3/8" MIN PENETRATION THRU SHEATHING eTeeLluuJg TO ENS '•FSi�i+ - as TE OF #.unn4Ae � 00 1 If � W II .` LL W 9 LL 5N J N Approval # � ❑ ❑ ❑ FL7006.1 R-10 nWW�W.I�SENG.CDM z o ROOFING VENTS: Florlda Metal FLAMCO FASTEN Wn'H 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off -rid a Vent" '• FROM EDGL6UQ4" D.C. IYPICAI MAX, FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAM KO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND PL12328-R8 P DU S 30 ASPHALT-SATURATEDANIC F ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choice I I I Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "1" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY E x FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU=. FIBERGLASS 0 GLAZED INSWING 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 FL20461.1 2nd Choice +67.0/$7.0 THERMA TRU CORP. QUTSWING FL20461.19 FIBERGLASS DOOR I BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1. TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 1st Choice +0/-1-46.3 The Tapco Group 7"Staggeretl Shakes nnvon,Awalr Vlv nwalcrtrv¢rta Al<t GALVAINILhU Jit l-HWhiNU NAILS 1d/z" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL FL20403.17 2nd Choice N.A. N.A. N A SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-60 MI WINDOWS SFW SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. Id/A" EMBED, TO ALL FACTORY DESIGNATIONS W17H ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/ 50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions - "I 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/ Horizontal FL 15804.2 fvt-1926 MINIMUM EMBEDMENT WITH i" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3- WITH MIN. 11A" EMBED. TO ,ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED IFFIT VINYL 1 1/2" NAILS 10" O.C. IN I DIRECTIONSOFFIT LENGTH FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF ENT/ HURRICANE STORM 24" Gzaecl DIRECT MOUNT. TOP VA20 MALE PANELMATE W FL16293.1 46 PSF INT. PANEL MFG. INC. SteNen t StStorm eeellorrm WINGNUTS AT 12Y2" O.C. 130TTOM 1A"-20 SIDEWALK Panels BOLT w/ POWERS CALK4N 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: A. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: Fl. # 87864 Z N �0 a (mil /1 � a — Ln Z N M w V —? w VCS � c MOD � J $ 15 (>' �® = clue 1 c OD�,y Q N O 00 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Fj Job Information: O laaaaaaas z a2 m rn W �r-m z r— CN 3 m 3 iu o CL Q_IWn n Jma)V)wE r Model Name / Number: 2265 r Plan Issue Date: Friday, January15, 2021 r KA PROJECT NUMBER: 21-0158 Sheet: S-5 Of MATERIAL REFERENCE INFO (PSQ MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wait envelope. The exterior wall �WEATHER TO BE USED. envelope shall include flashing as described In Section R703.4. RESISIrIYE WINDOW UNIT BARRIER WOOD FRAME CONSTR. TAPE Cr EXTERIOR SELF -ADHERED FLASHING 3/4'•1' BEA OF CONSTR. SLOPE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the D accumulatloo of water within the wall assembly by providing a water-resistant border behind the exterior cladding as SHEATHING BY LAPPING DOWN ADHESIVE TO F APPLIED UNDER 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. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 Cm ; 30.5 Cm) ' WALL BY 6 IN. UP JAMB 6', USE LIQUID NAIL BRAND PRODUCTS DETAILS R703.2 Water -resistive border. One layer of No. 15 asphalt felt, free from h0 complying U OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING for Type 1 felt or other approved water -resistive barrier shall be applied over studs o sheathing ofallexterior fowalls DNe. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where WEATHER SELF -ADHERED FLASHING EXTERIOR jalnts occur, felt shall be lapped not less than 6Inches. Other approved materials shall be Installed in accordance with the RESISITIVE CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslatve harder manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water-malstive BARRIER SEAL TOPS OF JOISTS f 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 UNDER DECW NG manner to meet the requirements of the exterior wall envelope as described In Section R703,1. (SEE DETAIL WP07) '�� i i� SUBFLOOR SELF -ADHERED FLASHING] R703.7.3 Water -resistive barters Water -resistive barriers shall be Installed as required In Section R703,2 and, where applied over wood -based sheathing, shell Include a water -resistive vapor -permeable barrier with a performance at least HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH equivalent to two layers of Grade D paper. The Individual layers shall be Installed Independently such that each layer 1. Cut, fold up & temporarily secure weather RIM JOIST Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain resistive barrier above header to allow for iashin installation to the water -resistive barrier Is directed between the layers. g Refer to the number marked as ® in each detail that corresponds to the 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list Of Instructions below: Exception: Where the water-raslative barrier that Is applied over wood4Msed sheathing has a water resistance equal to or resistive barrier //�� 3. Fold weather resistive barter back over head flashing and � 1 PAPER 1. Install Self -adhered flashing in order as shown by numbers greater than that of SO -minute Grade D paper and is separated from the stucco by an intervening, substantially nonweter ' seal with tape 2 2. Install flashing and weather resistive barrier to form water shedding laps -absorbing layer or designed drainage space. v 2O 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 flashing, vinyl flashing, salfadhered membranes and mechanically attached flexible Scale: Nrs for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be embedded in the adhesive layer) SELF -ADHERED FLASHING y ) SELF -ADHERED FLASHING SELF -ADHERED FLASHING corrosion resistant. Fluld-applled membranes used as flashing shall be applied In accordance with the manufacturees FLANGED WINDOW IWPO3 scohng cuts instructions. AN flashing shell be applied In a manner to prevent the entry of water Into the wall cavity or penetration of FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER Wpol EXTERIOR DOOR WITH DECK - SECTION A FWP02 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered membranes used as gashing shall comply with adhere to substrate using a square piece of flashing material 6" x 6" AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying 9 4 P 9 ( with AAMA 800 or ASTM 0920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, ``male 1 t b r r rrrs EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant Fluid•applled membranes used as flashing In EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown b arrows exterior walls shall comply with AAMA 714. The fleshing shall extend to the surface of the exterior wall fbilsh. Approved y ADHESIVE TO BE APPLIED UNDER FLASHING JAMB HEAD ADHESIVE y fleshings shall be installed at the following locations: = �0 .•' �G F ''' S THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit J : 4 OR EQUAL WEATHER PROOF CAULKING UP JAMB 6'. USE LIQUID NAIL BRAND FLANGED WINDOW () 66 REFER TO TECHNICAL SEE DETAIL WP01 tight to corner i40 LETTER ON CHEMICAL 8. Mechanically fasten a5 necessary YExterlor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the COMPATIBIUTY SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically ... RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed % .p : T AT E OF 9 •.. SELF -ADHERED SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE In accordance with are or more of the following: � LEASE PAPER TO EXPOSE FLASHING EXTEND A MINIMUM 6" RELEASE As SHOWN) 1.1 The fenestration manufacturer's Installation and flesh) Instructions, or for applications not addressed in the '��iO '•::.�,R lO�fi, VERTICALLY FROM BOTTOM OF fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing THRESHOLD Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door operdngs. 4frf t f t f tritt m 1 a ' 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 c SECTION -A wP02) SELF -ADHERED FLASHING NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall Incorporate flashing or protection a IL at the head and sides. T (SEE DETA1.2 In accordance with the flashing design or method of a registered design professional. der SELF -ADHERED 1.3 In accordance with other approved methods. p FLASHING 0' \ 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ ',,.., LL v 2 WDMA 300 or FMA/AAMA/WDMA 400. s SELF -ADHERED FLASHING \ 5 2. At the Intersection of Chimneys or other masonry Construction with frame or stucco walls, with NAILING FLANGE O projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 6 BOTTOM UNDER DECKING FLANGE NAILING 8 (SEE DETAIL WP07) 2 7 4, Continuously above all projectiCIOQ ng wood trim. of wood -frame construction. g °5 W C in S. Where exterior porches, decks or stairs attach to 8 wall Or floor assemblymOD SELF -ADHERED FLASHING /� /� SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P� V S. At wall and roof Intersections.B mI $ � � 1.,12 VV HALF ROUND WINDOW PO4 EXTERIOR DOOR WITH DECK WP05 INSIDE CORNER 7.Atbuikangutters. ��'� m°Tac- &q2` Wvm�k a SELF -ADHERED FLASHING DECK PROTECTOR a a F w - SHEATHING '^'�'a + e w g€ Q W e O 3 d g4`o 3 0 a u IS 7/8" Cement Plaster y$ E. 2 r m in accordance with 718" Cement Plaster sin a ao a k SELF -ADHERED ASTMC926 ASTMC926IN ce with g ° U J N FLASHING PATCH --_ -' - Felt backed metal .k WWW.rasEnc.coM Ell ❑ ❑ metal SELFlathe in accordance latheinCde acc -ADHERED FLASHING o anc LO DECK PROTECTOR with ASTMC1063 with ASTMC1063 ? o 0 Building Paper Buildin Pa Paper z pili 9 p 7/16" O.S.B. 7/16" O.S.B. - a � DOUBLE sheathing > sheathing _ SINGLE JOIST JOIST SELF -ADHERED FLASHING , ' Metal Keep top edge //////''''''�� ``ln (D M i, iPlii r✓�JEE SELF -ADHERED FLASHING 1 ' Flashing of weep screed �Q) 2" below top of W a 2 31/2" block `_`m 3" MIN Unperforated ' .. � )U - .W uno_ 4 Flange 7/8" Vulcum bottom W 0 u O5 Weep Screed ` /tn Maintain joint only Yr6 U ry Bottom of Metal Flashing t o $ SELF -ADHERED FLASHING SELF -ADHERED FLASHING APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN Wee Screed 3-1/2' Unperforated 1HO.8362x;DECK JOIST 7 P R ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" to 2" Flange 7/8" Weep Screed U i o IWP O / OUTSIDE CORNER W • O v INSTALLATION OF THE BUCKIRECEPTOR. ) W P09 Above Roof 1/2" Cementitious - Q N o a Sheathing Decorative Finish ® DAMS HOMES ,o•• ••o, All Inside and - - EXTERIOR WINDOW UNIT Outside Corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ° need to be miter CEMT. FIN. cut and caulked all GULF RE ZER FLORIDA EIEZE RKWAY 32563 Cement Plaster butt joints need to _ BUILDING PAPER in accordance becaulked using rSv SLOPE SLOPE with ASTMC926 ° e Vulcum caulk fop ® DIVISION LOCATION: SLOPE 0.3 in: 12.0 in 0.3 In :12.0 in over wood 2ndiVIPL� PORT ST- LUCI E 0.3 in : 12.0 30 5 (D.6 cm : 30.5 cm) (0.6 cm: 30.5 cm) floor r pt �r ' " Gfir�E CO Job Information: SELF -ADHERED FLASHING BOCC WIRE LATH SELF -ADHERED FLASHING EXTERIOR BUILDING PAPER CEMT. FIN. {l WIRE LATH O SELF -ADHERED FLASHING 1/2" Cement Plaster Finish 7 mLo L a WIRE LATH Block w w 21/2' Perforated a`) BUILDING PAPER ' ° Flange 1/2" Weep r N 3 BUILDING PAPER Cement o, Screed , 21 Plaster V p a - over block Q J LLJ � o EXTERIOR 1st floor J m alb LL WINDOW UNIT CEMT. FIN. Slab Install bottom ♦ Model Name / Number: edge of weep screed 1" below 2265 finish floor ♦ I Plan Issue Date: OPTIONAL DETAIL Friday, January15,2021 2 2 2 3 Note: ♦ KA PROJECT NUMBER: The building paper and metal lath 21-0158 SELF -ADHERED FLASHING \/� /p'1 O SELF -ADHERED FLASHING 1SELF-ADHERED FLASHING must be Installed Over the top Of WEEP SCREED DETAIL Sheet: Of: T. CEMFINISH WINDOW HEAD V �/ 1 CEMT. FINISH WINDOW SILL 1 CEMT. FINISH PARAPET WALL W P 1 2 the weep screed. SCALE: NOT TO SCALE W P WATER PROOF DETAILS 5 : bath duct to roof cap w/ standard 70 cfm bath fan DBL 25 SH 25 SH_. - ... --- -- - _...__ _ 16" PRECAST ABOVE 16" PREE CAST A80 =Ail ! 2:_t0„ s.. H1 �Z LANAI 666 OWNER'S BEDROOP1 - BATH BEDROOM 4 8 0" LC � 3450 SH' 8'-0" CLG. u -- 0' CLG !) ��o� TEMP. 1 Ox6 i WC „ 105 5 bath duct �� 35 6 10x6 lwcd It t o roof cap c2> 305D SH 190 2868 �R w/ standard 70 14x8 lwcd 10x10 rag H, BREAKFAST ., cfm bath fan D. 0:, CLG 55 c 2-2068 _ I-0x6 lwcd 8, 1 8x1 8 ra 16„ B R/sH 1 1 ra N R/SH 18xl8 rag 8' 8x4 lwcd 8" 8x4 1 we 6., 2-toss 15 5 10x10 rag 5" bath duct 1 to roof cap 4 4" FAMILY ROOM �10KITCHEN Q 6" BEDROOM 3 w/ standard 70 R/S R 0„ GL235 0 0'-0" LG - 60 8, 0" CLG cfm bath f d n } ° 14x8 lwcd 1Ox6 1wcd ' 8" - T 5 10x6 1wcd N S �H 10„ 75 cyyu�� N 10x6 lwcd 35 4„ 6 1Oxl0 raj: 0x10 rag / 0 14" z46 S. -- -- 8x4-"`..: _ 24 8 fbrag „ cARDFI, 65 N (0PC DF 5 10x6 lwcd BEDROOM 2 DROP BOX TO 9'-0" u 8,_0" CLG 8„ FOYER 10x61lwcd AT o o DINING R00M w I 45 IF PRIMARY A/CLOC. m. m. 10'- CLG 4 0' 8x4 1 wcd AOCPE ORDINANCE LIVING R OM 8x4 1 wcd v H4 a UTILITY 10 IN ERTED. NIP TO 10 � �' 1 4x8 wcd C O 2-2566 3068, \ 145 wH: H4 R/,H (2 12"s SIDELl, , 2868 JIL i TRANSOM ABV: DST 26 SH MET. T'HLD c 42X42 A/C SLAB ' TRANS. ABV O - % I SEE ELEV. % BY B L D R M I N 4 dr r duct BL 25SH ENTRY „ � � ' 2' FROM -WALL to roof cap ATTIC ACCESS 5" bath duct ROOF TRS UW w�dryer vent box 22 a X 6" MIN to roof cap- l wl standard 70 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 2 CAR GARAGE - cfm bath fan —light 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS 8' CLG Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 AREA CALCULATIONS 1st FLOOR 2281 S.F. HOSE BIBB TOTAL LIVING (AC) 2281 S.F, GARAGE 476 S.E. COVERED. ENTRY (BASE) 57 S.E COVERED-.PATIO/LANAI 186 S.F.- TOTAL. AREA UNDER ROOF 3000 S.F. FLOOR PLAN F�EVATION „A„ & „B" Must have a minimum clearance of 4 inches around the air handler per the State Energy code. 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