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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL TES: STRUCTURAL SIG CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTEREDTERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE S CO S D CAMS A SLUMP OF 5" BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 P I ( LUMN AN B ), PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FIRE CODE 7TH EDITION PROTECTION LABELED REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA PREVENTION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318.14) BULL AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530.13) NOTES" OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30.16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT. APPROVAL DATA MUST BE ON FILE. LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIC. ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -MR20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL 1. CODE REQUIREMENTS: IT THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION - 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN. RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WALL WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM. C926 AND ASTM C1053, OR ASTM C1787 STRENGTH OF 2000 PSI if m = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270414A. DAYS DEFLECTION CRITERIA 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 OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH, 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 14/2" LONG, 16 GAGE WHICH: EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LU360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6, REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR 1-J01ST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. •** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER OR CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 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. TOP OF FACING MATERIAL IS COMPLETELY it. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2 R703.7.ROOF WATER -RESISTIVE BARRIERS. ROOF (PSF) ROOF (PSF) ROOF (PSF) P 0 (SF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E 13LOCKING OR GABLE 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WATER -RESISTIVE BARRIERS END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL 20 20 20 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOFWERMEASLE BARRIER WITH A PERFORMANCE SHALL BEUSED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #i2. TOP CHORD OL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR. DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL SO 10 10 10 (INSTALLED IN ACCORDANCE WITH. SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 1 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 SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ATTICS W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 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 STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 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.OE 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: FLOOR SHEATHING: PLYWOOD A-C GROUP 1. EXTERIOR RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, GENERAL FLOOR LOADING R703.4 FLASHING. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 10R 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF) I COMMMENTS: APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED PANELS T EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER SHEATHING SHALL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN AN A EX N E BARRIER UNLESS SPECIFIED WIND LOADING CRITERIA WIND SPEED (ULTIMATE) LSO MPH WIND SPEED (ALLOWABLE) 124 MPH. EXPOSURE CATEGORY 8 BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :530 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF' AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE -) VALUE DENOTES SUCTION DIAGRAM AREA (a)O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 - (+) 26.5.. (+) 26.5 20 (_) 28.8 (-) 34.4 O 50 (+) 24.8 (+) 24.8 (.) 27.1 (-) 31.1.4 05 - (+) 23.4 (+) 23 100 25.7 28 - DIAGRAM. GARAGE DOORS* SOFFIT 91-0" x 7'-0" 16'-0" x 7'-0" 0 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY 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: WINR DESIGNATED AREAS WHERE THE ULTIMATE D SPEED IS 140 MPH 0 GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING, 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAI LS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC ``esfulrT D eii B6A N0 o �� . O, STATE NR � � b \. e o"` N 3 t F- I j ffi m rpW v 0 N to g O Q � G FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER S NOT BE USED AS WEATHER RESISTA C TOP CHORD OL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES g � � W � "'s § M11 a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES a I � LL,� W v; N IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) LL w D LL 0, w� -- 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 „ m E F _ _ o SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN E° # E115] 6 F PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING JOINT WITH A ONA SEALANT TCONTRACTG WITH A 2• GRADELUMBER AND ID TRUSSES RU STE SHALLBE S RECOMMENDED LIED BY THE ITTH ELATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING p $ ®gym ` O 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER w W n m C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 26%) TO GAME ROOM 60 (PSF) COMMMENTS: a 12 Z m 8 - a MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) $ 0 3 1: N o TO THE SURFACE OFTHE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) • S Tog ai APPROVED.FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY.. LIGHT STORAGE 125..(PSP) ° s ° '-" ill, THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. www.wsavc:caM • EXTERIOR WINDOW/DOOR OPENINGS. 6. DESIGN. SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES ,n • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 60 (PSF) y (Jr • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED SHALL L INC TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER M ACCORDANCE WITH SPECIFIED LOADS AND TION GOVERNING CODES. STACK ROOMS 150 (PSF) '` • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, LOCATIONS, - ( Z o " • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) - Aw Z N g 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) Q `� S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS HOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) " • AT WALL AND ROOF INTERSECTION. w' • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FGOTNOTES z N d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG Ln O M 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. (DN `n - TO UPLIFT OR LATERAL FORCES.. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF HESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A - Mp MORE INFO.O 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 AN AREA EQUAL TO 1 SQ. Fr. - o wM FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 92 V CM 1. MISSED "1" 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 Deslgner/Engineer listed In the tltleblock of these - -T w t o $ { i ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT BOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear Information. Every attempthas 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 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to c o d THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to a d140 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING C MPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THENORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DAMS OMRSi 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) 45 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the 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 WIWL' TO FOOTING). information found in these documents. Any questions regarding the '- 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) aA"x 21Aa" TITENS 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 plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND (7)-lOdNAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSMi6 FOR UPLIFTS LESS THAN 1720fi). IF. CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOt1T APPROVAL FROM EOR.:-IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCIE 5. i MISSED, MNAILS A D MSTANCH STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON NTT. w/ TA SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. a 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT 2/t. A� � 53 V I Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. REVIEWED FOR MASTER REVISIONS CODE COMPLIANCE - -- - ST. LUCIE COUNTY DATE DESCRIPTION - BOCC l/// /� y / O Vj Ln 23 C) m _J # a) (u a_) Of Northwest Florida®j\DAMS HOMES N 00 n m - cn m o � ®JLLIZD M o J M (0 id ✓ LO a FILE COPY *TModel Name / Number: 3000 UGULFBREEZE ARKWRIIIJ ULFBREEL', FL"ORMA 0256 1820 ®I Plan Issue Date: Thursday, March 11, 2021 KA PROJECT NUMBER: MODE[m 1820 213106 Sheet: � Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(plf) 13W1 is,-(2)1ed TOENAILS (2)led TOENAILS SPF NO UPLIFT BW2 SP2 W/ (6}10d SPi W/ (6}lotl SPF 402 1s, STUD, (6) l0d PLATE STUD, (4) SOd PLATE BW3 16• (2) SP2 W/ (6) l0d (2) SP]. W/ (6) 10d 9PF 803 STUD, e 16d PLATE STUD, 4 lOd PLATE BW4 16" (2) led TOENAILS f2)18d TOENAILS SYP Up FT BWS SP2 W/ (6F10d sp1 W/ (6}LOd is" STUD; 8 SW PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SP1 W/ (6)-10d SYP 878 1.6" STUD 6 10d PLATE STUD, 4 SOd PLATE BW7 12' 12)16d TOENAILS (2)led TOENAILS SPF NO uPUFr SP2 W/ (O-10d SPS W/ (6}lod - BWB 12' STUD, 16) 10d PLATE SMO, (4) 10d PLATE SPF 535 (2) SP2 W/ (6)10d $Pi W/ ($}iod BW9 J2" STUD, (6) 10d PLATE STUD, (4) 10d. PLATE SPF 1070 BW10 J2" (2)led TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ EYiOd BPI W/ (6)-10d BVY11 12" STUD (6) SOd PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SP1 W/ (6}10d 12" STUD, (8)10d PLATE STUD; 4) 100 PLATE' SYP 1170 BW13 NOT USED -DOUBLE 2x TOP PLATE TOP OF WALLpL SEE PLAN V MASONRY WALL OR ICE WALL. SEE PLAN 2X STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFD9/S3 FOR CONNECTION INFO, IF HEADER IS WITHIN WALL INDICATED ABOVE WTTH--SEE MS03/8­1 FOR NO UPUFT 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 ® 32" O.C_ W/ 7- EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C. 7/16" 088 PLYW'D W/�NAILS AT SE GE. GENERALNOTE#8 BRIG. WALL DETAIL IN REND AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2.4 STUDS USED UNO. 2. ALL STRUCTURAL DUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPB AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "SW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE W1106/531 OR INDICATED DErAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW". IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB. PLYWOOD W/ Sd NAILS AT 4- O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATH ING ATTACHED PER NAILING SCHEDULE. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE IACTFT E BEARING WALL THESE WALLSAREE ONLY S. IFTHE BEARING WALL IS INDICATED WITH THE BW1,U BW4, Bwr• TBWIOUUs SUPPORTING THE FLOOR LOAD AND W HOT HAVE UPLIFT. THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR SOLI ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP3(SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 30d= 0.148" DW. x3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER. TIPLIFRU)) Cl. (3) 2 x 4 #2 SPF (4) -16d TOENAILS o D7r2Z W/ 1/2' WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) J./4"X 11/2- 2145 SDSSCREWS 3 (3)2 X 4 SYP #1-0R (4)-16d TOENAILS 0 D7r2Z W/ 1/2' WEDGE F.. (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 11/2" 2145 SDS SCREWS 4 P.T.#2 ABU44 W/ 5/8 ATR** G _ 5665 ❑4x C5 SYP POST & (12) led NAILS U= 2200 6x 6 P.T. #2 ASU66 W/ 5/8 ATR** G 12000 CB -SYP POST &(12)-led NAILS U-2300 8x 8PL#2 ABUSE W/ (2).6/8" ATR** G=24335 CT. SYP POST &(18)-led NAILS U=2320 C8 3.5 x 3,6 P.L. 1.8 E F> 2400 PSI HDUFrSDS2.5 W/ (14) 1/4" x 2 1/2" SOS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.)ANCHOR, OR ATR** 3.5 x 5.25 P.L HDU58DS2.5 W/ (14) 1/4" x Fail 1.SE Flr 2400 PSI 21/2' So$ WS & 5/W EXOPY 5645 OLMANIZED IF EXi. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Pb-2400 PSI HDU8,SDS2.5 W/ (20)1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EX".) .ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fit-2400 PSI. HDUS-WS2.5 W/ (20)1/4' x 21/2" BOB WS & 7/8" EPDXY 1870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7X 7 P.L. I HDUSSDS2.5 W/(20)1/4' x ' C12 1.8E lb-2400 PSI 2 1/2" SDS WS & 7/8" EPDXY WOLMANIZEO IF EXT. ANCHOR OR ATR**- GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2- ATR 6" EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR 7/8' ATR 5. IF [C] 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.BE) MAY BE SUBST17UTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC. GUN COMMON Vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING Sd 0,131" X 2 1h" OAX' X 21h' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3' SEE PLAN BLOCKING & TOE 0.148' X 3;" 0.131" X 3 AA" NAILS & TOP PLATE 12d OA48" X 3'A' 0.131' X 3 ?A' 8. 0-C(COMMON) STUD WALL 6" O C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8' O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.182, X31h" 0,131' X 3 �A" (2)18D(COMMON SEE PLAN (3) 16O (GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2)_2X8#2 SYP W/ 12" FLITCH PLATE SEE GENERAL HEADER NOTE#5 THIS SHEET H3. (2)-2X10#2SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE#5 W/ 12" FLITCH PLATE THIS SHEET (3) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/.(2) ROWS 1/4" X 31/2' H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE (2)-13/4"X91/4 ATTACH TOGETHER W/(3)ROWS 1/4"X 31/2 H6 LVL 2.0E Fb=2500 PSI SDS WD SCREWS U ta" O.C. TYP. EACH SIDE: HEADER SUPPORT NO. OF JACKS 8 STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2X3 WALL OPENING- JACKS KINGS JACKS KINGS SIZE : EA. END EA; END EA. END EA. END V-O" - 3'-11" (1) (2) (1) (2) 4._011.91.0" (2) (3) (2) (2) 10'-0" -16'-0" i3) (41 (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2- IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH 0) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SEE CONNECTIONS (2) - 2 X 8 #2 SYP W/ 7/16" OSS FLITCH PLATE. NAIL CONNECTION: PROVIDE f2) SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 124 NAILS 012' OR (2) SIMPSON RETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 1D #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) OSB BEAM FUTCH PLATE. NAIL USING (2) SIMPSON HTS20 TO WOOD POST ROWS I12" O12d NAILS F OF NH OR (2) SIMPSON HETA38 TO CMU O.C. TYP EACH BIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 12 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) CSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS ® 12" OR (2) SIMPSON HErA16 TO CMU O.C. TYP EACH SIDE- COL, U.N.O. ON ROOF PUN. (2). 13/4' x 111/4" LVL CONNECTION: PROVIDE (2)" 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) MQ TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" z 3 1/2' BOB W000 OR (2) gIMPSON'HETA16 TO CMU OR (2) I SCREWS 0 16' O.C. TYP. GOL U.N.D. ON ROOF PLAIN. EACH SIDE. 011 (2) -13/4' x 117/8" LVL 2.0E Po-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) D 1/4" x 3 WOOD SIMPSON FIT520 TO WOOD POST SCREWS d) SBO.. C. TIP. 0 Is- OR (2) SIMPSON HETA3S TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-13/4'x d8"LVL CONNECTION: PROVIDE 2.0E U BEAM N (2) IPSI. ) R SIMPSON 0ER TGG€fHER USING M HTS20 TO WOOD POST WOOD HTS20 O WO 1/qI # 9 SDS WOOD OR (2) I CMU S E 18" O.C. TYP. OR (2) SIMPSON HETA16 0 is SCR N. COL. U.N.O. ON ROOF PLAN. ACIDE GENERAL BEAM NOTES PLAN CORRECT LENGTH OF BEAMS REQUIRED EACH END) 1. VERIFY WITEVAL (MIN 4" BEp OR BOTTOM OF BEAM INDICATIONS 2. BEE PLAN FTO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT 3. BEAMS ARE FROM THE E.O.R, * 09 95 SH 25 SH PRECAS OOTOM ® 6'-S" EGRESS EGRESS 12'-10" HOSE BIBB OWNER'S D 0 BEDROOM #2��� CEILING ` Y 3 d? VAULT CEILING w J ILING' VAULTED C �P VAULTED ¢ a ng GO oC2 4 1Q v - --=x-- -G"--- -------- - ---- - /1 WS01 S2 7,_2,� 2,-0", 3 7,_2" 5,-0„ O' .3"' ' 12'-4" H2 2) 3060 SH 5 2668 2668 -- 2868 I mmi 8' CLG. 2'_2' IN1R/1SH w - - - 1O p LO BWl ; w W/. BASE PLATE it u=JO 4 m ATTACHMENTS w toIN BATH 2 OD 'a OFT BRIG. WALL in W VAULTED CLG : 2 DETAIL amm gU zpss FAMILY ROOM r 2668 0 m I 10' CEILING � ° d ' ® 6'-8" T 0"M ° o I I 2668 VTR 2x6 WALL ; N W.I.C. 10, CLG. ; r ° I ro - --_- i 1R/1SH 4 BEDROOM #3 t b VAULTED CEILING , O O12'-8" 13'-4" 4'-0" 12'-8" 3'-4" n to w I 9'4 3 4" /�`nInIER Y �5#m N 35" BA a 3X4 �, -q W VAULTED CLG. <V Lo SHWR 36" FLAT BAR , ... 5068 ,.... , . 8' CLG. _ TOP ON 34'k" `"--r--- , ' I ----- I------------- in A/C WALL , N RANGE,' 1R/1SH D/W DEL. HOOD ROVIDE PLATFORM i. SINK _ FOR HVAC UNIT I� N v VERIFY SIZE WITH ' z MFGR KITCHEN © DINING ROOM VAULTED CEILING , VAULTED CLG. = W C4 , 12'-10" I 7,-4„ in 6%7„ I ti 9,3„ V) In N o O o 2 2668 O REFRIG. VERIFY ' I �a 1 iN LOCATION 4 _ I III ; NOOK W/ BUILDER r>r J j I ; VAULTED CLG. -' LAUN , 10' CLG. 1 �yv 0 O j( :2 ELZ I >. II < OD , a DEN/ - �,J ' ~ BEDROOM #4 FOYER 2868 " STEP DN DRYER VENT - HANSON BOX VAULTED CEILING ' N 10` CEILING THRU ROOF C� 36" AFF W.H. ;ua o MAX LGT35'-0"-------------" ADD INVERTED HIP w/ B ELEV. I PULL ON. STAIRS o '. 221h" x..54" -,,oy VV 9 M --------------' H1 S3 m INCITE aP BUILDER TO PROVIDE ti w A APP IANCE PROTECTION IF REQ IRED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS 12" S.L. EGRES �N 2 CAR GARAGE N I ON JT(2) 8'CEILING MS032'-10"S-3 6'-0" S-1 20' C" EGRESS a0 ENTRY 4 V 10' CEILING c�N - SEE ELEVATION FOR 7 WINDOW SIZE & STYLE O S3 I BM a LINE OF GARAGE DOOR ----------- - GARAGE -DOOR ------- ------------ m ■ BM3 ELEV. 16' SQUARE 2'-8" '-4 COLUMN TOP 9'-0" I COO I S2 m s12 I S-2 HOSE g.J , f7 BIBB 16 x 7 OVERHEAD DOOR 13'-4" 6'-4" 2'-0" 16' O" 2'-0" 39'S" Ak FLOOR PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27^6 / -29.9 B +27.6 / -37.0 +26.5 / -28.8 O +26.5 / 34.4 +24.8 /.-27.1 +24.8 / -31.1 Q+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 13/8" solid wood door, solid or honeyoomboore 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. R302.8 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the se t' N 'I' bl the were on rs a oorcel Ins assent y, structure supporting the separation shall also p o g I?-3 ■ 'o protected by not less than 1/2 Inch (12.7mm) E 4 w{ Sg ■ 1- 00 gypsum board or equivalent. Q 4. R312.2.1 Window sills In dwelling units, where the �m �` @s G 8 � � top of the sill of an operable window opening Is located less § B B ti z W.3 m v wa then 24 inches above the finished Floor and greater than 72 Inches above the finished or other surface ^ c w vi y Q? grade s d below on the exterior of the building, the operable window �g Z ®� g s - ¢ o j i � shall comply with one of the following [3 listed methods]. r a` I"t a O Y t 3 8 �{, `o S. R308.4.2 All windows within 2'-0" of doors and in WEg.S low! & C) _ J IL shower or tub areas will be safety tempered glass. m € 2 d ¢ a � a 6. Ceiling for exterior entries and covered porches to _ K e m Z a L have 7/16". span rated OSS nailed per zone on �7 HZ yl U � cq g.g.jIb roof diagram nailing schedule or 5/8" COX. 6 a VNNJ.FDSFNG.COM : ❑ ❑ ❑ 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to a� TJ z unconditioned spaces (e.g., attics and crawl spaces) Shall be weatherstripped and insulated to a level egUIValent to the insulation on the surrounding z .2 surfaces. G 5 8. M1502.4.5.Duct length 4 a u U) The maximum allowable exhaust duct length shall be ' aIr Z N det@((pined by one of the methods specifled In sections t!T UI m M19i4.5.1 through M1502.4.5.3 �; , 9. CelliO `.Tor exterior entries and covered porches to be 7/1 io OSS on underside of roof trusses shall be attt "ed 1/U - m I- l to all framing members with 2x blocking 0 W g Pr ed at perimeter. The OSB shall be attached w/ Sd nail "t 6" O.C. field 4" O.C. 7d screw NJ/ LA c di N m " r' and ate es or -� - 3" O.C. field and 4" edges. Vinyl ceiling to be U J a' E ea to OSB per manufacturer specifications W t o REVIEWED FOF7 "ODE COIMPLIANCL 3IT. LUC®9IECOUNTY BOCC FILE COPY AREA CALCULATIONS 1st FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARA6t 396 S.F. COVED ENTRY (BASE) 56 S.F. COVEfft PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. INS _t�� U g$_, I �-�� Q Nit. nod 1 . ® DAMS WOM6S III I III FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE -* Job Information: I ® a Z o y ir) 0) � LEI O N � = M 04 �" m d7 U Z 14 UO 3 m 10 _I LL'I :D M LO o 0. J m (A) W VI Model Name / Number: 1820 0 Plan Issue Date: Thursday, March 11, 2021 KA PROJECT NUMBER: 21-3106 Sheet: Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR UNLESS NOTED OTHERWISE STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. „ 8" „ 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS To BE REINF. OPTIONAL CURB FOR F.F. F.F. VARIES LAPPED MIN. 6" AND SEALED. GRADE99 SEE PLAN MASONRY @ELEV. 0'-0"- i 2 4" PSI CONIC. SLAB W/ 6%6 10/10 W W F, MINIMUM .75 LBS W/ (1) - #5 BAR CONT.. ' " ' A OF FIBER PER CUBIC YARD FIBERMESH/FlBERMIX ADDED TO THE FIRE • CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 • +—"'.`"' "' FOR FIBERMESH OR NER414FOR FlBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 a INDICATES FILLED CELLW/3000 PSI CONIC. FROM FR- TO BEAM W/ #5 REBAR GRADE 40 U.N.O. TYPICAL ARV. SLAB. HOOKED FTC 2 STORY:20" X 20" REINF. NW 3 -#5 CONT. (1) SEE PLAN q,!(2) DOWELS 17" EMBEDMENT W/ 25' EXT. ABOVE SLAB. 16"(2)#5 REBAR # 5 REBAR 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. FM01 SINGLE STORY FTG 1/z"=1-0" FMO2 p /'. SECTION @ GARAGE 1/2"-1'-0" 5 EXTERIOR SLABS SHALL SLOPE I/12"PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN, 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. SEE PLAN_. 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1..4.1 THROUGH R403,1.4.2. .x _._;_'. • 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY (1) 45 REBAR CONT. 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 ( MODIFIED PROCTOR) IN FM03 I THICKENED EDGE 1/2" =1'-0" = 1-0'1 EQUAL UFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (") SLOPE MAY VARY 24" MAXIMUM DEPTH. BEARING CAPACITY OF 2000PSF. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR, EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR. i� ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE gi 1; , • 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10".D.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" = 1'-0 2x BRG. WALL 2 STORY: 20" XON2.0" (SEE FLOOR PLAN W (3) - #5 CT. FOR MORE INFORMATION) EE PLAN777 SEE PLAN = 1'.0" MARK SIZE DEPTH REINFORCING.. CAP. Iba F1.0 V-0" X CONT. 2'41"'X 2'-0" 2'-0" X 2'8" 31�0" X 3'-0". 3'-6" X 3'8" 4'0"X4'-0".. 4'-6" X4'$" 5'-0"%5'-0' 6'-0" X 6'-0" 1'-0" 1'-0" 11-0" 1'-0" 1'-0. 1'0" VA- VA" V-4" 2 #5 E.W. BOT. 8 #5E.W. DOT. 3 96 E.W. BOT. 4 05 E.W. BOT. 4 #5 E.W. SOT. 6#6 E.W. SOT. 5 #5 E.W. SOT. 6 #5 E.W. SOT. 7 #5 E.W, BUT. 2000 T200 11000 15600 21500 28DOO 34500 42600 : 61500 F2.0 F2.5 F3.0 7 F3,6 F4A F4.5 F5.0 h6,0 8" 4" 4" 16" 4" 245 REBAR FM11 I STEP DOWN BRIG. 1/2- = 1'-0" FM12 STEP DOWN NON BRG. SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o N TYP. SEC. ELEV. BAR WITH CURB BAR (1) 45 CONT. �-,Ilr a" ,ly (G.C. VERIFY) 00 z_ ems• • REINF. io ' F.F. (SEE PLAN) 2 #5 CONT. INSTALL LINING 0 2 #5 BENT BARS W/ MATERIALS PER +" .�--r: `* w w MIN. 25" LAP SPLICE ur N FBC-R P2709.2 `• MUDDED FLR. ALE SLOPED TO DRAIN #5 CONT. FM14 I SECTION@ RECESS SHOWER i/2"=r-0" FM18 TYP. STEP FTG. DETAIL 1/2- 1'-0- ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE FIND. FOR MIN. BAR LAP OF 25 QUANTITY co #5 X 25" X.25" 0 c CORNER BAR ONE N .E LEGEND Q - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING EM - INDICATES PAD FOOTING FOR EA. HORIZ. iv REBAR, TYP. U.N.O. —(2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W7(3)-#5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/z"=r-o" FM23 TYP. FND PENETRATION 1 1/2"=1•-0" STEMWALL SCHEDULE MAXIMUM STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0' 8" 10" 16" 20" W/ (2) #5 BARS <674# 61.W >2'-0"-3'-4". SO" 10.. 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'4" 16" 16" 48" 48" W/ (5) 95 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NnTFS- n SEE CHART ABV. -MAX. F.C. II " I' n d SPACING (O.C.) W.W.M. TO BE TIED TO#5 CAM. REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF, BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0' (1) #5 HORIZ. CONT- 71ED TO EA. VERTICAL REINF. B n FIN GRADE-8" MIN. + TO TOP OF __ STRIP FTG. COMPACTED CLEIFILLIN MAX 12' LIFTS STRIP FTG. W/Q "MIN, COVER d REINF. PER SCHE (3 SHOWN) FMASW I STEM WALL SCHEDULE 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND All WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND RT. F.C. ASV FON. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE 3, IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO J:PER #S CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE M 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16' Y C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 8* TALL (TYPICAL ALL CORNERS) C. 6. IF STEMWALL IS WITH 1N 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7, ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. ' 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS .SEE NOTEb THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NITS a TYP. @ CORNERS 39, 8" 12' 10" 1310, 1 13,101, 3' 8" 4' 0" 11 3' 10" , 4" 4' 8" 316. 4' 0" 1' a" 4 4 HOSE ; BIBB , , , I FM 3 p i 3 i 3 I O , i.. i FM11 i� FM11 3 3 H F2.5 I. F2.5. ; , I 1 O I , O 10 I co I STEP DN. 4" ; , M I I , , I .I ,TUB I ` I rUNIT 1 W.C. i LAV. p� r_ -� r t LAV rrIL ll ,, J1 °J Ibl —0 ---------- 2 2, 8" N LAVrri'� ;. p® (n III jpj 8 IN W.C. ` T ' n �O" I ! RUB STYLFA')UARIES M I ( ; I o I .VERIFY DRAIN( I "LOCATION 3 X 4 ; SHWRIF 24' 8" ---, 12' 10" 2' 2" ni c ( " DM I SINK , 1 IF _ 12' 11' PROVIDE CHASE 77 o ; FOR HVAC UNIT I VERIFY. LOCATION ;. o —_— In FM01 ' ' WASH I.1 I It , I L jJ IIJI , ' FM01 r — — In 13 3 I lX M1 , --------------------- -`--------'------ -------- ---------- STEP ON. 4" r - p FM11 ; W.H.; `I I I , I , I I I m Z STEP ON. 51h" i 6, 4" 20' 0" I I 00 r a C.J. I I , o I 2' 8" T 011 , M F2 5 I I 1 , I ' I of FM03 O I N I FM09 r i0 3 , I - - - - - - - - - -E------------------------- ■■ ■■■ (2) #5 BARS W/IN u 4CH F.C. TYP. @ EA. u SIDE OF OPENING 16' 0" M1 NLrnt O 0 4,L,, 4 a��'i o '�' r . N PV- a •• +7illli H5t1 L O �eH N + g Ie_ m o N 0 N E w g W CQ M1 00 s @ F m M1 g a� EiL : �8dT iD �. ■l�i m'-fi r''' d � p Qva w m R 13 0- w 5 5P (9 M,l it O zug 2. go ?;1$` o m p € tL a �u < a sa * 8 r£ 5111 MA FFFDSENG C',ORI ❑ ❑ ❑ 0 + U " 7 N O IN "' LE), jib( z IP�11 l/1 W 9 i V — W LOG COMP. UNIT "ai/ 0 C Ln IxTr,I�I f6 U -�M C,4 8 I —I L m I irl,, I in , " 0■ Fri-RIAL& o T HOSE BIBB FOUNDATION PLAN SCALE: 1/4' =1'-0" ALL ELEVATIONS oD a FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 _ a z O `0 0) c � P)f LLJ O OI N d N M m r 1-1 to mJ m 0 LD a _J m U) (n Tj Model Name / Number: 1820 ® Plan Issue Date: Thursday, March 11, 2021 VI KA PROJECT NUMBER: 21-3106 Sheet: 3 Of: FOUNDATION PLAN 11/2" VTR LOAD CALCULATIONS COOLING GREATER THAN HEATING GFNFRAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 3000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APR CIR. 34.010 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/D ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUITCALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 40% OF "A" = 00 x 24,010) = 9,604 + 100%OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL o m 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. TO SANITARY SEWER PLUMBING RISER NOTE: ALL Pl UMBING RISERS ARE ' 0 BE VERIFIED w/ PLUMBIN(AI CONTRACTOR ,C BIBB NOTE: KEEP COACH LIES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. COACH `\ LIGHT Li COACH LIGHT VERIFY LOCATION IN FIELD DIIySCON.NIET Wp GFI COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 3W AFF LAUNDRY ROOM 35"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 DSTED IN ACCORDANCE WITH UL 22.7 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH 134501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GEN 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 I FLUORESCENT LIGHTING {� CEILING MOUNTED FIXTURE-a— 171 TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT N ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET (r DOOR BELL ® SPECIAL SERVICES OUTLET D0 F DISPOSAL Na T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON RQUIPAM OPTIONAL OVERHEAD SERVICE VERIFY NA AMPS NEEDED I !. LUCI.E SAME AS UNDERGROUND WITH ELECTRICALC IN T . 2DD AMP SERVICE pp ,�+� BOC 200=2/O COPPER OR4/OALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER —El # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER e) APPROVED GROUNDING ROE) W MIN, B' DEPTH FILE �(+. d) BONDED TO CONTINUOUS FOOTING STEEL F ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. z0 Z 0 a Z �N N W 'O r 0 u u O w f c \/+ti U N Q o t°n '.AML 1A\r►AMdZ unusrm FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: �- PORT ST. LUCIE Ft'hb Information: NO ® _ a z C y ei rn LL I 0 N C N ` m m N V J ® .MJ LJ� � o U J ♦ Model Name / Number. 1820 ♦ Plan Issue Date: Thursday, March 11, 2021 ♦ KA PROJECT NUMBER: 21-3106 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / $00 / 2 t 144 = not sq inchoa of velrting needed equally for Irrtake and exhaust Cn4Af nrv"N...i n....1Awc .,I / 48" OFF RIDGE VENT 48' OFF RIDGE VENT 6 48" OFF FUDGE VENT BLOCK 0 w TOP OF BLOCK Q Ec LITE TEXTURED DECORATIVE CEMENTITIOUS COATING U 25 SH FIN. FLR. 48" OFF RIDGE VENT TOP OF LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH W'DOW HEAD HGT m m Ll 25 SH (2) 3050 SH 2868 FRENCH DOOR - _ - - FIN. REAR ELEVATION SCALE: 1/4" =1'-O" °P m — DBL 25 SH --� TOP OF BLO,( ■ o LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 00 33/2SH 25 SH FIN. FLR. RIGHT ELEVATION "D" SCALE:.1/4" =1'-O" BEARING 0 ENT TOP OF BLOCK FIN, I LEFT ELEVATION I'D" SCALE: 1/4" = 1'-O" BRG. 0 ENTRY TQP OF BLOCK- 91 m � m - ---. FDBL 25 $H -- IN. FLR LITE TEXTURED DECORATNE CEMENTITIOUS COATING Q 20 / --- ---- ® ® T 1ju 110L 3068 DOOR W/ (2)1068" S.L. AND 16" H TRAN. ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS 16' X 7' 32 PANEL OVERHEAD DOOR FRONT ELEVATION "Ut SCALE: 1/4" =1'-O" ,+"4'"TOR 11I .�' O€" ✓ jed✓`/ •AI IONA N m G C— w F 0 'r t gexo-a� " a idd g 6 a egFIR mN g_s a 9 sw IBM o Q�Q m p r°VlPM'.FDSENQ.COM ❑ ❑ ❑ p? z z N 3 Q J m o_ 00 Z M vj U*) w � � m 0 r w 2 OV) ',,I,/ LLn m may ia Q C4 O oA logo aaMs HaM IU FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: 11. `0 1 d o � Z a� CI) c W a m N m '3 a LO 3 m z 3 C:) ED - m 0 (n ® Model Name / Number: 1820 v Plan Issue Date: Thursday, March 11, 2021 V KA PROJECT NUMBER: 21-3106 Sheet: 5 Of: ELEVATIONS ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/10 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET. TB03 USED, THEN THE ALTERNATE BLOCKING -� IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR( BLOCKING W/ APA RE( FOR SPAN F 7/16" OSB SEE "HIP R BLOCKING" NOMINEES logo 1110111 DETAIL TBOI mail MEN I I mill mill NINE g BOTTOM CHORD GABLE END BRACING @ ZOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 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. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4i12]-[12:121 (SQ FEET) (-) VALUE DENOTES SUCTION 0-aft AREA ROOF 1 2e 2n 2r & 3e 3r A IA le 0 HIP 1 -37.02 -51.06 1 -51.06 -51.06 m 10 GABLE 1 -37.00 -37.00 1 -58.99 1 -58.99 1 1 -58.99 -78.03 1 O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND Til r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4"O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4' O.0 IN FIELD ROOF SHEATHING: SHINGLE:ISa2" EXP. 1 ('20) 2 , 'Y TII F• 1232" EXP. 1 l NOTE: 1, PER CODE AST& F1667 RSRS-01 REFERENCE TO Sd (2 a8" x 0.113") NAILS 'k Q r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1s 32 ,SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2%" x 0.131' NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (i) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GARL F ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING [4:12),[7212) @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS -. W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES A MINIMUM V SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le. NAIL AT BASE ROWS 1114"O.C. w/SO COMMON NAIL O. NAIL AT TOP PLATE TWO ROWS@ 4" O.C. W Sd COMMON NAIL. O NAIL OPENING. PERIMETER w/(2)ROWS 04"O.C. w/Bd COMMON All O NAIL INTERIOR AT WO.C. W 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @4"O.C. W Sd COMMON NAIL O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w18d COMMON NAILS 111, 4- O.C. M ROWS @ TOP & BOTT. @ (2)8d NAILS 03'O.C. TO EACH TRUSS END OR (III VERTICAL MEMBER IF GABLE END. 15/32"OSB- EXPOSUREI SHEATHING PROVIDE BLOCKING 11 II AS REQUIRED PER 1 11 II SECTION X-X IF NOT _ I - L FULL HEIGHT SHEET ------- @ FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131- X 2112". DO NOT OVERDRIVE NNUS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN V" (* 2x TOP PLATE BEYOND 15EXPOSURE T r132" O86 SHEATHING OPENING 2X RIBBON OR BLOCKING --V BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/8• XJDZ[BLCCKING r ALLSHEATHING W ICES h EESECTION" p 7 O m 2z STUOS BEYOND. W 9 SEE PLAN �� oFibE J 8� o LLyLLLL 2X4 P.T. BASE PLATE BEYOND SEE PLAN LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W7 7A0' FLRCH PLATE TO W/ (2)12a TOENAILS EA END. NNLFUTCH 3/8' IT= NAIL PLATE TO VERTICAL W/ (4) 8d SPACING NAILS 3W 1/7, S z 1rr S (2) ad NAILS®3'O.C. STAGGERED f 1IT VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.s.1 CONNECTOR SCHEDULE FOR: ADAMS HOMES-1820 ELEV Dt.. TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONN ECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING C1V C5V, El, OV, H1, H-V L/R -3074or less HETA16/PER TRUSS MFG 1810# (9)10d x 1-1/2 A01- ADS, A09, AID, DOT, D03 L/R. -804#or less HETA16/HETA16 1810#/1810# (9)10d x1-1/2 (9)10d x1-1/2 (9) 10d x 1-1/2 A31; A24 L/M/R -932#or less. HETA16 /H1OA/ HETA16 1810# / 1040# / (18)10dx 1-1/2 1810# IS)10d x1-1/2 B01B L/R -834#or less H10A/HETA16 1040#/1830# (38)10dx 1-1/2 (9) 10d x 1-1/2 (18)10d xY-1/2 y, $Q7 B�1A, I911 Y/M/R -615#or less H10A/HETA16 /HETA16 1040#/1810#/. (9)10d x 1-1/2 "`1 i 1810# (9) lOdx 1-1/2 ' (9I30d x 1-1/277 A07 L/M/M/R -1115;#or less HETA16 / (2)MT512 /(2)MTS12 / 1810p/ 1980#/ (28)10d z 1-1/2 HETA16 1980#/1810# (28)10dx ..I (9) 10d x 1-1/2" (10) 10d x 1-1/2 1 (2)HETA16 / (2)HTS20 / (2)HTS20 1920#/ 2620#/ (48) 10d x 1-1/2 ADS L/M/M/R -1859#Orless /(2)HETA16 2620#/ 1920# (48)10d x 1-1/2"";- (10) 10d x 1-1/2 TRUSS. MANUFACTURER:_ PROBUILD. DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS:_ 12/9/2019. ', I R =RIGHT&M=MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALLCONNECTORS ARE SIMPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 G F-_BRG t RA TO WA j c ME LS if 2 F >J CN c» 3/12 VLT 10'-0" CLG 3/12 VLT (2 D JS4 D (2) 10'-0" CLG 3/12 VLT 3/12 VLT � 10 -0„ CLG ODD SPACE I i 10'-0" CLG 3/12 VLT .� 3/12 VLT ii 1 8'-0" CLG ILY -0" CLG C r-I ci 10'-0" CLG BRG. 8'-0" AFF W/ KNEEWALL TO 10'-0" AFF C TRUSS LAYOUT I'D" erel r. n 7A• _,,., ODD SPACE 8'-0" CLG it tv 11 11 A 111 11 L 11 GE21 SA 0] X:J TYP. U.N.O. SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MART( TYPE CONNECTORSFASTENERS SPF ®YV WNNECTOR&FASTEfEiiS SPF SYP OFRAME TO IETAI8 W MINX 1 MS OR 1610 HTA16 W (10110dx 112.OR 1686 1870 MASOW FETA20 N(WI M x 110 HIM IN! (10106x 112• OFRAMETO FRAME t2bAwl(10)ftmu5 535 III RTIAW(10)BONMLS $15 585 FRAME TO Rta wgte)1IXI x1 Wtai3 ta4D RTt6Aw/(171taaxit2• BOB 1020 © FRAME HI042WN8)10dx112'AT2PLVTRUSSE6. 030 1080 RTIO-2W(I 10dxl 1WAT2PLYTRU66ES U35 1000 OFRANETO O WS12w41411Mx11WMT EXTERIOR Au CNu MPWI2W(14)1Oda11'2'Wrf XT1I 10M 1136 FRAME LOCATONINCLLIDEJM MTOENAIL8) LOCATION INCLUDE(3) 1M TOENAILS) OPRAMETO MWRIR2)10d NAAAAND64TA.T.R.wII2' 9330 Sfb6 MUOT1&W(28)iMNA6S AN058 AT.RW 33� 4195 IAA30NRY EMBEOMENTw/BN,PBON'6EP EPDXY 12 EMBEDAENTWSIMPIK"1'BEl"EPDXY OF FPAME'10 HIS20-124)1Mx112"(ATEXTEMOR T23 HD'20w1120)IOdxi Ur(ATEXTERIOR FRAME OGTION W¢UUE 912tl TOENAIa 381u LOCATION INCLUDE( I2d TOENAILS t2M 159D FR TO (2)HTffi0 W(46)1Odx11IS UT E%T6RIOR 2290 aezD R)HTN10 w/(4&)IM x 112"JAI EXTERIOR 3060 FRAME LOCATION 9RCLUOE (6)12tl TDENAll9 .LOCATION INCLUDE (6)12O TOENAIL3(EA) 2570 RRAMETO HGT-2wl(16H0dNAIL3AM](2)SM' ATA. HlIGl2 W(1B)1M XAIL9AIO (2)5AT'A.T.R. O MASONRY W12'EMBEOMEMW9IMPSON"SET' 1&69& W12'EMBEDMENTwl91MP90N"SET- 7020 9790 EPDXY (EMT-3 FOR3.PLY) EPDXY (HUGTJFOR 3-PLY) OFRAME H TO FGTRWIIB)1l4"x3"903 WOOD SCREWS 940 4725 FBI 12)W33YWODSCREW6MID ]IDO MASONRY AND0)IZXVTTENIMANeHORSOLTS (4)&i4' x8'WEOOEdOLT C) LGT2 W O6)1M MNK:RS OFRAME TO &(7) W"x 2-1M'TE142 1750 me MASONRY S N OW 2 FRAMETO MAS CO LGT2wl(32)1W%NU5AS904) tTEN(2PYTAUBS) 9506 100-M M LUGTWINSMERd 1Mz3WEOESQ PLVTRUB 1100M 3101 SNERSFOR 3000.E 46.F FRAME FRAME (FA) ORRS)10d FRWETO I2)lGT3W(24)1/4'x3'9D93CREW5 413PM W10M I R)LU0T3WD4IM4-K2112W825 8480M 70604 O MASONRY/ 818)318° X STREN(2PLVTRUSS) 60.0E BON! SCREWS&Ig3M"xS WB(2PLYTRUSS) 3 F 771OF O SEP.MTO MASONRY/ HW60PT XUGI6WI6jiMNAILSB (12)1M'x23/4"TRENF`0MAS.) UN1540 UNMO (NI3000 U#11J3 HW6OPTHMIII(6)iMNMUS& (12)114'x2314"TAPOONS(TOMASJ WIM Ul GM2015 Utl65D FRAME OR(12)1M&IBItM(FORFRAME SYFLF SYPH.1 OR(12) 1M&(a) IM(FOR FRAME) SYRF SYP.M IU (I HETAIB OPT91 HETA20 1920 19A Z)HTAISOPT(2)HTA20 IVD MOFRAME MASONRY 1-PLYw/(10)IMx1111'OR 2365 2J65 )PLY wD 0da1,1 qi 2/30 2PLV WIt2)ted R.PLYPLVW(12)1M HTRNIO W(8)1M NMLSANU(4)1I4•x2114- 955 1110 HTWMIBW(&)1M NALSAND(41 V4"xI 541. I196 t22& TAPCONS WEDGE.&OLT OMAMETO MASONRY IL HTSM20 WOO)1M RAILSAND(4)i/4"x2104' NO 1110 OR HTWM20w/(101 NALSAND(41114'x13M TAPDONS WEDGE.BOLT 1146 i223 OP FTAMETO H103WN)6dx112'NAILSAW RI J1a'M' 7� B10 MASONRY Tom HD DTT2ZW(8)1M"X1In- SDSWWD crr Tm w(m)lwx112'W9t6WDOD 0 �NeY 60REWBAN)(1) 112-0 A.TR EPDXIEDW SIMP9ON °SET' EN01EN I835 2145 SCREWS AND (1)12"0 AT.R. EPDXIEDWI SIMPSON°8ET°BEE NOTEN 1510 1035 TO HTDtWOff) 160 XM IM' NAILS AND 11) SAT' B HTTM W 726) 1M x21M NALLSNND(1) ®PRIME AT.R.EPDXIED MI6IMPSON °6E7 43]5 SOUO M#'O AT.R. EPDXIEDw/61MP60N'BET' SM5 MASONRY (SSE NOTE N OELOW) (SEE NOTEN EELOVO FRAIBPM HTT4W(18)1M#1/Y'NML8 AND 11)N#'B HTT46W11 B)1Mx212"NP4.SANDItI © ATR.EPDXIEDWISIMPSONSEP 364D 4235 5iWOA.TREPDXIEDw/NNPSON'SET 4160 :MASONRY !SEE NOTEN BELOW("eF NOTENEELOWI TT FF�ED HI0SW(24)t0Ox1112'NAILS 795 Ulu LUOTIv(26)MxIl12'NAILS ID& 1046 OFRAME U TO HM9KTW(4)1b'X11ll9OBWWD ]80 760 From W(0)tW. 112"NNLE& 1395 1395 MASDNRV SOREW6&(5) iM"x2114' TAPCONS I&IM'X73/4-TAPCON6 FRAME TO VQ W(16) 1/4W BOB WOOD SCREWS& VO NUBONRY (1I6'.B'YA.TI wIBMP90N"8E1" 9666 4&0 l"MINIW W2'MIN EMBEDMENT TO (2)VGT wI(32)1M'k0" SOSVIC00 SCREWS OFRAME MASONRY &(2)a'9'S AT.R. EPOMEDWSIMI &170 7146 'SII 12' MIN. EMBEDMENT TO WTW(18)1/4'x3 SDS WDOD9CREW9& MUG1I6W(22)1M NNLS8 HTT45W(18) 0FRAME FRAME HDUF9D92.5 w/(101 "M'x21R"SOS WOOD 3285 4565 iMNMLB & (O MPH 0.T.R 4160 SCREWS & (I) M#'BA.T.R OMAMETO (2)HTTJWPx11M'x2IW'NAILSe 8030 (2)HTTd3WIP4)IBdk21/Y NAILS - 5005 FRAME (LW6ATA.(SMNOTE#4) ' &NI5/e'BA7.R. (BEE NOTE1Mi neue"el nnwrnrnR unleR. 1. CONFECT ALL FLOW TRUSS ES TO INTERIOR SEARING WOOD WALLS WAMSw/(2) 1M TOENAILS. 2. ALLTRUSSTOTRUSSCONFECTONSAREPROVIOEDBYTMWMANUFWTURER,UN.00NPUN. 3 MO. MAY USE OFFER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR OALLOUT. A. FOR SMILE- PLYTRUSSF.S, SCAB ON FULL HEIGHMSYP&IT'M"TOTRUBB VERTCAL WEBW(2)ROW60FIMNAIL&CD3'O4.STAODFRFD. &. 12'MN.A.T.R. EMEEDMENT4}'CMU SOND EEAM U.N.O. S. 9GB TRUSS CHOADW 4YT2x SYP 42(MATCH CHORD LUMBER 912E)W(2)ROM IW@4'FROM END&4.O.C. STAAGERED;CENTERATCONNECTORLOGATONAS NNldl AS P0991BLE. O MUMMALCONNECTORUNOONFRAMINGPIAN 1. CONW07IONFORALLROOFIFLOORTWSBEBTO"ONWWALLSIUNTELSIIOFWALL&UMMPAN 2. ORE VERTICNBFORALL FLOORIRUSSE9 PARALLEL TO MASONRY J.I. FOR MORE IJACNIT TION WALLSS WE OFT24"OR3 11F R WALLECTION OR ALL HIP JAM 3 CONNECTION FOR ALL RIMi JACH) TO MASONRYFMAS LSIICr 1NTELS 4. CONNECT ON FOR ALLC RIMS OF CONTINUOUS SONRYAT a' O.0 21 AT FACIi OCATI N NOT CONFLICT TO LOCATIONJI UT BLE)L LAYOUT Tw?JI(IF APPUDADI.(2) WNNER ALL INLOOR TRUSSES TO INTEINOTEARING 5. CONNECTALL FLDORTRUSSE$TOINTERIOFi PFAMNG WOW WALUBRAM6wl (2)12d TDNAILS M BO MINMAL WNNECTOR UNOONFRgMINO PLAN 1. CONNECTION FOR.IACKTFW98 TOWWO WALL OR BEAM © MINMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTION FOR KLTRU9 70 INTERIGMEXTEWOR BEARING WOUD WALLS ANDI SEAMS 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 2A4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO. REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL. FROM FOS. FOR TRUSS BRACING AND AD fibAL ROOF INFORMATION SEE SFiW1cpt R C.M.U. OR ICE WALL 0 METAL DRIP EDGE + F-2 x SUB -FASCIA o SECTOR SEE TYP.WALL L ----ALUM FASCIA ~ 2X4 P.T. FASTEN TO I E C.M.U. w/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECURE! -CHANNEL @ 12' O.C. L CONTINUOUS VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPAQI'fy TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDINN WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=r-o" C( N7111111/N1 V .4 ND a F rye FLOQ,. r��'✓ee E S S I O� 'Il21111111,, �.. Nd 7 FI N Fa USDO I ­ DO Ili � � 0 to rp 00 g "cLL F u( 4R OD # assDSO � P� B�NI- am N. a 2admBN g� §�wa��LL� Wa ui N Nag¢ N o B U -1 N €n -90 WWW.FDSENG.WM ❑,.❑ ❑ z z N Z N a .� � I a N i - ^ F Z N w v nc � �w TS U cl) E ISMaD i�m NIIIIA� HOMIKS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: O a o LO Z ) (14 0) T•'I LD W J z F-`SC�m o fn Q`ILUZ) M o JmIW VT Model Name Number: 1820 ♦ I Plan Issue Date: Thursday, March 11, 2021 ♦ KA PROJECT NUMBER: 21-3106 Sheet: 6 Of: ROOF PLAN D LINTELBEAM: 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 BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO TOP OF SLAB at r ,y •, 77 MS02 TYPICAL SHEAR WALL SECTION N.T.s. TIP. TIE BEAM W/3000 P.5.1. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/B) -10d X 1112 SP6 OR SP8 FOR 2X6 AND 2x8 WALLS ----- - - DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 45 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL S. C.M.U. 2"x#2SYP/SPFP.T. W/ (3)1/2" X S" "J" BOLTS OR (3)1/2' X G" EXPANSION ANCHORS OR (6) 3' X 1/4' TAPCONS OR I r. (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE FOR MORE INFO aA MS03 AME (FACT/ RG/SHEAR) WALL TO N.T.S. 2W MIN. LAP #5 REINF. BAR 43 OR*4 REINFORCING BAR #3 & #4 1 AP CPI IRF 25" M 0 #5 STD. 90 HOOK #� 5 REINFORCING BAR #5 1 AP CPI ICIF SCALE'1"=1'O" 36 MIN. LAP 1. #6 REINFORCING BAR * GRADE 40 U.N.O. #6 LAP SPLICE MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2%" 12' O.C. 1 2 x 6 1/4" X 2%" 12" O.C. 2 2x8 1/4"x2%" 12°O.C. 2 NOTE! TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILRY OF WINDOW MANUFACTURER. 'PRECAST ,UNTEL t (2) 2% P.T. BUCKS W/ 1/2' O.S.B. BETWEEN t ,_FASTEN PI 2X NAILER TO MASONRY IF DOUBLE 2X NAILER 15 USED. USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. O O O ALL ELEVATIONS O a O re RSpAR AT Tap MR. ro Read •. bin 4SAa M RmAR AT W77M 0 NLeaO. eavn. aprt. Paean wcwa M ' AcIWY Nwm®lIN L4 ,Al a`Ngvh Luiprm TYPE DEBIGNATTON s. vw.m wrX anar r "Aal aAXmr oy re t�aR aT mTrmX w Lm>Q rsvltt SFI6-iB/iTI1� XgXNAL AIMM LaA"nlh'T Itl11.�4 XaGNr REBM 4T T ol MATERIALS 1. rc precast limals = 3500 PSI. 2. rc prestressed lintels=6000 pal, 8. fc grout= 3000 Psi w/ maximum 3/8" aLMregate. 4. Canada um notmasonry units comar MU)parenTM C90 w/ ax`` �TTC.FiRC%�� miNmumneearea campresnNe Per ASTI-615 cal. x4 / S. Reber provided! In pretest lintel Per ASTM A615 GRBO. B. tTaltl fewer Per ASTM A615 GR40 or GR60. ti '' b \ ... Prestressing strand Per ASTM A416 grade ..1j 1 270 1. relaxation. V 7.7/32 wire per ASIM A610. •'. �� A S. Meter per ASTM W70 type M or S. ?;".,; ��$6 •, GENERAL NOTES = ``° 1. Provide full mortar (read and bed joints. OF 2. Shore filled Inlets as roqulretl. _ ` •�•, eC. S. Installation Of lirnel Trust comply vAm the architectural P. \Q°� arvell slruetvel creamus. +''a fi •, J 4. Lintels ere manufactured AM Sl./2" hang nobhes et the ends to accommodate vertical cell reinforcing and grouting. 5. All Indabsger ma nmrSeaal L/3 8venlod met defectat ed Ui80 lintels IT 4' and ` y®�i+O� "�° ....f`e@ 9. Bottom held added fewer to be boated at the boltpn of the Ihtel cavity. r'J 11 L 1IIIe, '2 T. 7/32" diameter wire sdfUPs are welded to ale bottom sleet for mge.ectI anchora B. Ceat in -Place concrete may be provided In composlte lintel In lieu of conmate meaanry bnIM. 9. Safe bad retings bread on rational design mnyds por ACI 318 and ACI 530 10.Untal thin. depths are celled out be lintel plan. If caltrottar inaW is a deeper h IImel than Indicated on the Plan, doing this Increases the dinall of the Ilmel and le approved withot engineering otter. If a sm416, jr, S mantled contact FOR for approval. _SAFE LOAD TABLE NOTES 1. Ail vexiea based ea minimum 4" be irerg. Exception: Sofa l atle foru illled mials must be reduced W 20%N reading length Is leas than 61/8". Safe Ioatls for dl recessed lintels based On 8" nominal bearing. 2. N.R. - Not Rated. gg 3. Safe bads are 10141 superimposed allowable load an the section Specified. ° 5g Is 4.. Safe loads based on grade 40 or grade 80 field rebar. g ' � 4 00 1- 5. Additional Island load capacity cab be obtained by Ma designer by g e0 00 P- proJldingaddiOralrelnfofcedmmuryabovetheprecestIfir . $g6 H # # 6. Onc #7 rebar may be subethuted Portwn:b# O #5 ms In 8" lintels Only. '¢p $ `� & J J J 7. The designer may sveluete concentrated loatls from me safe load tables by E y p (% Q I'd Id D- calculadngthemadmumraslsdr4lmomentandshear at d2way from the face of support. B m * m n F: $ W 8- For composite 11,11W height, na Shown, use sate load Rom next 8 , 0 m o 1 a_ lover halght. 9. All sale loads In units of pounds per linear foot. _ w a LU 3 lY B T4 O ga y �Fm�� 13 a��n yc � ° G$J off$L III IL " a k S 1WWW.FDSENG.COM ❑ ❑ ❑ Z r9 Z11- J N t a 4­1 y UJ C Q y I eb pu c �5h in ZD a tin r' .._..._N E. x0 DAMS HOM O FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REVIEWED FOF 3000 GULFBREEZIE PARKWAY CODE COMPLIAN, GULFBREEZE, FLORIDA 32563 `''. LUCIE COO DIVISION LOCATION: PORT PRECAST"V"LIMELW/3000PSICONC. GROUT SHALL BEft9CC AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL Job Information: LUCIE UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE I ANCHORS I STD. 90 HOOK (TYR.)--� . I HK Yam'*Y�"'�.le," "I- a: REBAR ON BOTH SIDES STD 90 DEGREE ANGLE 3000 P.S.I. B _ fl 0 OF OPENING U N 0 CONE. W/1 #5 DI TYP BOND BEAM O S=+ LQ to PROVIDE KNOCK -OUT REBAR 8"1k 8 x }6 �.D LIpSEL BGUc. O O M 1 'BLOCK FOR FIRST RLLLLLLEEEEEE W/3000 6i1. ��,E�E�E,aaaaaa7■7■7■���iii��, S' COMPLETE CMU COURSE CONC. W/1 #5 CIA. N 0) 00 y ' BELOW SILL &FILL SCUD REBAR > N ++ O :. ' W/ (1) #5 BAR FOR ALL. IN 3 C O J WINDOW OPENINGS a 6" In O y AND LARGE B" x 8' x 16" INDICATES FILLED CELL FROM FIG. TO G M W .� CMU U.N.O. BAR MINTM 1 #5 O .J W � O J 00 U) (n uT Model Name / Number: 1820 TYR DOWEL 25" VI Plan Issue Date: MIN. LAP (ACI 530) Thursday, March 11, 2021 KA PROJECT NUMBER: • :...: • 1, . • •SEE FOUNDATION PLAN I, • _ 21-3106 SEE FOUNDATION ° ATAMS n T� PLAN FOR LOCSheet: Of: I MS01 I BLOCK WALL REINFORCEMENT N.rs. LINTEL PLAN 12 7SEE PLAN TRUSSES NG. WOOD @ 24" O.C. w 1/2" DRYWALL CONNECT ALL 2x STUDS TO TOP PLATE WITH (4) 16d TOENAILS 1/2" DRYWALL OPTION MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d MAILS AT 8" D.C. VINYL FRAMED WINDOW W/ SCREEN - (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT PER FBCR 905.1. LOVER APA ROOF SHEATHING-SEESCHEDULE- [RSH) - ON FRAMING SET. FOR SHT'G & FASTENERS. TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE -- -- .FACE---� ^t-METAL DRIP EDGE ZX SUSFASCIA SOFFIT. SEE ARCH. PLANS SEE PLAN FOR HEADER SIZE 15/32" OSB EXPOSURE 1 ON O.H IV EXT, WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE T813 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2"O.0 EDGES AND FIELD. CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926-98A 2X STUDS (SEE FLOOR PLAN FOR 1/2" DRYWALL MORE INFORMATION). SEE T613 ON SHEET 6 FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T, 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) W/2" WASHER AT 32" D.C. WOOD SASE MIN. 6" FROM END - SEE WS07 SEE FOUNDATION PLAN FOR TERMITE SHIELD ,.FOR SLAB INFORMATION - — - - _ TOP OF SLAB _ _ t e0 GRADE ( CLEAN COMPACTED IOH FILL. , T•". .-.i.•" o1 C7 SEE FOUNDATION PLAN 16" FOR FTG REQUIREMENTS WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 1 s/4"=r-O" (5) 1/2" DIA, x 8" "J" BOLTS FILLED CELL W/ #5 VERTICAL CONT. P.T. #2 — WOOD SYP 2" X 6° TRIM 2"x6" P.T. WOOD JAMB ---' DOOR AND CONNECTION PER —/ GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL 2x6 #2 SYP P.T. ° W/ (2) Y"XF' WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. 1/2"X8"A.B.W/2' a WASHERS SET IN TYP. FILLED CELL MIN. 5 PER JAMB. 0 SECTIONAL ® OVERHEAD DOOR 0 ti N 0 q :a GARAGE SLAB •a o m IiS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. i 12 SEE PLAN PRE EN� D WDOD TRUSSES @ 24" O.C. 1/2" DRYWALL FELT PAPER ORJ TRUSS PLATE 3/4" P.T. NAILER / 1/2" DRYWALL J CURTAIN NAILER------' 1 x 4 P.T. @ WINDOWS 1 x 8 P.T. @ S.G.D. PRECAST "U" LINTEL SEE SCHEDULE NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. WINDOW STOOL PER SPECS n n M PAPER BACKED FOIL R-4.1 " INSULATION AT CMU BLOC:WAU- PER FBC AND.ENERGY FORSUBMITTED WITH PERMIT APPLICATION 1 x 2 P.T FUR 1 x 4 P.T. BASE NAILER WOOD BASE SEE FOUNDATION PLAN FOR I SLAB INFORMATION I 7. - I SEE PLAN FOR RE -BAR QUANTITIES Tr — SEE PLAN BLOWN -IN R-30 INSULATION PER FBC SIMPSON HETA 16 EACH AN EC. NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE �D21 ENTRY CMU COLUMN/BEAM N.T.S. AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFL ES AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPROVEDUNDERLAYMENT PER FBCR 905.1.1 OVER APA ROOF SHEATHING -SEE SCHEDULE- . [RSH] - ON FRAMING SHT. FOR SHTG & FASTENERS. - TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR ERG. HT. . ETAL DRIP EDGE 2X SUBFASCIA (TYP.) FRAME FOR GUILT -UP SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR PLANS 4x4 w/ 2x4 POST UNDER EA 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. LINTEL BLOCK KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" O.H. W/ (1) #5 DIAL REBAR & AND LATH WITH FINISH O.C. SEE ELEV, 3DOD PSI CONCRETE (TYP.) ALL SIDES / / (TYP.) FRAME FOR COR- / NERS FOR NON LOAD / rfe eo v °a o BEARING SIDES NAILED < w/ 16d NAILS @ 8" D.C. 1/2" x 8" J-BOLTS / (1) CENTERED EA. \ / HIGH A.F.F. SIDE w/2" WASHERS / / CMU SE B FILLED / CONC FILL CELL -(1) #5 DIA (TYP.) W/ (4) VERTICAL RENT w/ REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP CONC. ALL LOCATIONS PLAN Al -Al OF COLUMN &FFLWN ON LOORPLANSFOUNDATION .. REVIEWED FOr CODE COMPLIANCE SIMPSON LSTA30 SEE FLOOR PLAN w/11-10d TO BEAM FOR BEAM SPEC. ST. LUCIE COUNIT, & TO FRAME BELOW VINYL FRAMED WINDOW W/SCREEN PRECAST CONC SILL I I I I EXTERIOR FINISH - (SEE ELEVATIONS) FTG. DOWEL#5 DIA. REBAR COPY 17"IN CONCRETE -25" FILE EXTEND (AC[ 530) ABOVE SLAB. ALL LOC4TION5 SHOWN SIMPSON HETA20 ON FOUNDATION PLAN w/10-10d TO COLUMN Al Al BUILT-UP CORNER MIN 3 O 2x4 POST OR 4x4 POST w/ 2x4 UNDER EACH END OF BEAM - TOP of SLAB NOTE: ;a 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE 0D INSTALLED ON INSIDE OF WE COLUMN. DO NOT BEND _ y- o STRAPS UNDER PLATE. r PLACE STRAPS IN FILL : • , 'o Cqr+u ° ° ' CELLS W/#5 REBAR ,.-� , ;; . •: ([YP.)4 COURSE HIGH CMU BASE FILLED w/ CONC - SEE PLAN FOR :" •+tt, , . , SIZE. TOP OF COLUMN BASE - —SEE FOUNDATION r •u�," 2'-O"AFT PLAN NOTE: DETAIL CD21.:' S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLPSS NOTED OTHERWISE WS01 I TYPICAL WALL SECTION R" CMI I 3/4" = 1'-0" CD22 I ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. 'Egg s In wg� F S ro Nti J J J gy` m LL LL LL Mw 893hm;�gc W e �m LQ W 1 WX 13 y a m O � 5m rlN mNg K J A m m I- a� `I a j8�IL w C� n lag" J l A 1 mvw.wsEns.caH ❑ ❑ ❑ A z m — O z o a - a m — In Z N m O Ju Ln m 3 m U —N E d Q N (34 0 m ® DAMS HOMES FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREE2!E PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: 1y O a O � N LID LLJ N C LL N N CA m 'O c-I ID J to OJW� M o JmWU) `O o ' Model Name / Number: 1820 TPlan Issue Date: Thursday, March 11, 2021 KA PROJECT NUMBER; 21-3106 Sheet: 2 Of: TYPICAL FRAMING DETAILS I STRUCTURAL - SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE T813 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR ' SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) I 2 X 4 P.T. STUD TO SOT PLATE: SIMPSON SP4 LINTEL t-,!, 1/2" X 8" NOTE: HOLD FRAMING 1/2" ANCHOR BOLT s,sssstrr//r BACK FROM FACE OF BLOCK @ 32" O.C. S FOR SHEATING TO BE FLUSH ,,' }?- • • F WITH BLOCK FACE 8" CMU WALL" Lu :tea WF21 KNEEWALL C@ ENTRY FRONT WALL 3/4" = r j f ••• L C PROVIDE 2x4 ON TO ®Fp°s ) rL OF 2x8 TO BLOCK OUT 2 ROWS 12d @ dlddp el AS1 Ol TOP PLATE ATTACH W/ 3" O.C. g (2) 12d NAILS O.C. OUBLE 2x4 TOP PLATE (SOLID BLOCK W/ 2x6) m \\ STRUCTURAL SHEATHING 8,. rn 4 2 7/16" MIN. NAILED W/ Ed qq/ COMMONS @ 3" O.C. @ 2x4 STUD �! ` . EDGE & 6" O.C. FIELD RUN PER PLAN F- ` FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR �` \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD �� ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �� I �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING ?� I�\ TOP PLATE W 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 " * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS 2x4 w/ 2 ROWS OF n _ N (0 to D m 12d NAILS @ 3" O.C. F. .," W ti WOOD BEAM SEE r ` TOP PLATE TRANSITION SrMPSONHUC410OR 2 ►• oti # 00 00 ,� PLAN FOR SIZE ,I O 69=. PIPE OR DUCT w/ UBLE 121 ;'1 ' TO BUILT-UP COLUMN _ � � O N" + +I = PENETRATION THRU - SUPPORT COLUMN BUILT-UP MIN. 8 n s'�', B m'r" o g w a I+ +I m TOP PLATE w/ MORE TOP SPLICE a ? " t0 m c a a 0 3 5 m Q c_ ,1. - Ui In o THAN 50% OF TOP ROWS 12d NAILS @ 8" 0 C2x4's OR 4 EACHPLY d g w =._ �' 2 w 3 2X TOP PLATE TO 3 PLATE WIDTH INSTALL @ 3" O.C. (SHOWN AS 4 x 4) GABLE END O.C.16d 1 J SIMPSON PSPN516Z ' , (2) SIMPSON HETA20'S 8 o it - o w NAILS @ 6" O.0- W/ (12) 16d NAILS TYP. :. W/(12)-16d EA. TO COL, W a = m I TOP & BOTT. N .�r''-' 'M ALT: (2) MSTAM36 STRAPS 5 °-� . S 2 � d m 111 a ( NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK , , CENTERED w/ (13)-SOd NAILS u 2 eM qLL w G + .�.�,•z. + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL '<- ' Ea TO COL. .2 $ di 2 a R N SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ TIE BEAM 2X4 STUDS @ 24" O.C. W/ SINGLE BASE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO r c NAWN.FDSENG.COM El ❑ �'a PLATE W/ PLYWOOD *OP PLATE W 8d 2 1 2" x 0.131 NAILS SHEATHING NOT REQ'D. WHEN QT SYSTEM IS APPLIED Z W COVERING NOTE: Z o 0 PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL ¢ .•°_-' GE15 FALSE BEAM AT GABLE END N.T.s. WF17 TOP PLATE SPLICE DETAIL CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. V j a V in I Z r N J L l 1, 2u8 SYP #2� v TOP &BOTTOD 4� M W II " ATTACHED W/ ou O of � - .. m (1) ROW 16d 2x6 SYP. #2 \ �N � d .� NAILS @ 16 O.C. RIPPED �1 M m ro U —NE BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. Q N o m Qm IF ONLY (1) KING 7/16- D.S.B. VERIFY HEADER ELEVATION JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. OPENING G.C. TO W 2 -8d W/ 2.8d INSTALL (3) TITEN HD. INSTALL) TITENUALY EA. END (2) 2x4 LAMINATIONS W/(I) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) x 8" SPACED ROW OF STAGGERED I.Od ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D=Od.62-,L=31/2")OR EQLAL (ONE INTO EACH OUTSIDE FACE) C=0.162".L=31/2")OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER ANCHOR _. DAMS HOMES NAILED TO TOP PLATES, .�,la o n.,�l. gal •�noiun�I� HEADER &JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE NO. & SIZE OF 3000 GULFBREEZE PARKWAY &GRADE RAFTER TIES REVIEWED W�p�IC g^� GULFBREEZE, FLORIDA 32563 EACH END �EYIE 9I •'G® F®f`i SEE PLAN FOR (2) LSTA 30 (j BEAM SIZE CODE C PLIANIG DIVISION LOCATION: 1)N ADJACENT NAILS ARE DRIVEN FROM 3)FOR 4-PLY.PROVIDE I/4"DIA. x51/2"LAG CONNECTOR REQUIRED ��� ����� COUNTY PORT ST. LUCIE OPPOSITE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 34PLY) (3) 16d " CS. UN 1 f 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 MR SEE PLAN THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. P4 AT COMMON 2X CRIPPLES 016"O.C. SEE SCHEDULE Job Information: /2 FOR WLL �OCO / 24„ O.C. NAI LS(TYP) w/ SIMPSON sPz TYP. -" I WF37 TYPICAL COLUMNS DETAILS N.T.S. 1 HGT. TOP AND BOTTOM 2-ROWS 12d NAILS 'I STAGGERED @ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" I� ® ® ® I ,1 PRO', I �J `�� is • . • 4/& I FFF/ TOP NAILER EACH END TYP. !2x4 SPF CONTINUOUS• ! ©ATTACHED TO . • :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• ROUND/ SQUARE• I • HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING SIZE 2 X 4 WALL 2 X 6 WALL JACKS EA END KINGS EA END JACKS EA END KINGS EA END LESS THAN 4' (1) (2) (IL__(2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 12" EACH * WHEN STUD LENGTH , FACEE OR 3-ROWS 15 LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH STUD WRAPPED OVER @ 12' 0/C FOR 2 x 10 OR GREATER HEADER O TOP PLATE & NAILED TO HEADER EACH SIDE a FILL ALL HOLES IN DOUBLE 2 x #2 7 O 0) STRAP S.Y.P. HEADER W/ Z c 0) 1/2" FLITCH PLATE 0 y SOd NAILS (ID HEADER. (U.N.O.) �'�� �� M ' 8" O/C TYP. \ N FILLING AND BLOCKING AS / LC. 3 DOUBLE 2 x 4 REQUIRED FASTENED TO 7 CRIPPLE STUD HEADER W/(2) ROWS O TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS O ZD d NOTED OTHERWISE MJ BVUJ L .I W / (n 2 x 4 STUDS TYP. VI Model Name / Number: SIMPSON HI W/ (18) 1820 CMU 16d NAILS & A 5/8" EXPANSION ANCHOR Plan Issue Date: W/ 6" EMBEDMENT U.N.O. Thursday, March 11, 2021 �F�f4 s DOWN GARAGE G IT �' HOLD DOWN CONNECTIONS RP KA PROJECT NUMBER: NOT REQUIRED @ BEARING P.T. SOT. PLATE NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D, - WALLS WITHOUT UPLIFT 21-3106 WINDOW OR DOOR OPN'G meet: S 3 of: MS18 RETROFIT WALL OVERHANG DETAIL N.r.s. WF3 TTRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ AX 9" UNSUPPORTED • *DIAGONAL SPACED AT 20'-0" O.C. MAX (2)16D NAILS EA END. SEE [RSHp _ SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP IF> 9" 2X4 #2 SYP TO BE LESS THAN , (MIN. FIRST 4 BAYS) 6LK'G @ 16" O.C. BLK'G @ 18" D.C. OR EQUAL TO 45° , - 8d NAILS @ 4" O.C. SNOTES EE STRUCTRURAL -- 10D X 0.1031 @ 8" O.C. EA.IDE} DFORILING ' IF> 9" CONT. 2X4 #2 SYP CROSS BRACING (SEE PLAN FOR ,.- - - "` - WALL AND ROOF SHEATHING, SEE T813 SCHEDULE SHEATHING DETAIL �� I W/ (2) 1oD X 0.131 @ 8" ' LOCATION) .. . ,.� a-' , q.-:'-' BLOCKING ONS FOR SYPCLIBRACE .': i' O.C. EA. SIDE ' 2xx4 FOR 2X4 #2 SYP ,��'/ i BTRUCTURALSHEATHING 15/32" 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. 6D N 116" O.C. W/ (2} 16D NAILS EA. � ' y�� T OR 7/16" MIN. w/ 8d NAILS @ 3" APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR THEN 48" O.C. AFTER. NAIL W GABLES 6'-0" AND TALLER. . O.C. EDGE & 6"-0.C. FIELD END. SEE [RSH] SCHEDULE 3-1 d @ EACH ND & 2 CROSSING AT 45 ANGLE. ATTACH L BRACE w/ FOR SHEATHING ATTACHMENTS. ^ i 2x4 L BRACE FOR GABLES 3'-0" , NOT REQ'D WHEN GABLE IS 12d NAILS ®4" O.C. 4'-1" OR SHORTER -FASTEN (1) ON HOA10 ( ] (MIN. FIRST 4 BAYS) `� , ,�TO BRACE FOR �` ` T NE .GABLE TRUSS E CONNECTOR FROM CONT 2x4 SYP OR SPF SPANNING (4) `� �' 1 GABLES 6'-0I" AND TALLER. ` �� ATTACH L BRACE W/ 10d NAILS BRACE TO SILL PLATE W/ 10d ®3" O.C.TRUSS BAYS ($'-0") NAILED2x4 SPF CROSS BRACE � � AT 4" O.C. 12d _ ;IAGONAL w/ 3-12d TO CHORD (MIN K/PLATE NAIL GABLE TRUSS \ ' APPROX. 8" FROM RIDGE(3) PER OINT 1ST 4 BAYS) f� TO TOP PLATE w/ \ 1 ' - 2x8 ., 16d NAILS @ 4" O.C. 'T. PLATE 1/2"x8" ANCHOR BOLT . 1 W/ (3) 10d @ EACH & ® ,.. . � GABLE TRUSS CONTINUOUS LATERAL BRACING- 4 BAYS 2x4 SYP OR SPF BLOCKING - AT 48" D.C..: MIN. CROSSING AT 45°ANGLE. � 1 NAIL OVER X-BRACE AS SHOWNNOT BETWEEN TRUSSES @ 48" - KNOCK OUT COURSE REQ'D WHEN GABLE � ' . 1 INSTALL BLKG. AT TRUSS WEBS X-BRACING.- 2x4 SPF OR O.C. MAX. FASTEN TO EA. IS 4'-1' OR SHORTER) ,� 1 CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN, FOR NAILING SYP w/ (3)12d @ EACH TRUSS w/ 3-12d NAILED MASONRY WALL , �\ �` 1 JACK TRUSS TRUSS WEB `. `. j SEE PLAN FOR CONT. 2x4 SPF SPANNING `� `�. I CONNECTION ' (4) TRUSS BAYS (8 FT) NAILED NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TO 2x4 BLOCKING @ 4" O.C. TRUSS w/ 2.12d AND 1 T613 FOR ATTACHMENT OVER JACK TRUSSES, SEE SIMPSON H8 w/ iO-iodX11/2" NAILs PLAN. W/ 12d & (2)12d TO CHORD ` ` `• , (MIN 1ST 4 BAYS) ` — TB01 TYPICAL CROSS BRACING DETAIL _TNT -9 TB02 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) 31MPSONHGAIO @ 48" O.C. w/ 81/4"x11/2'" SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF _T" F�s'TIIITC,� 2x4 SPF BLOCKING BETWEEN NAIL TOP OF "T" TO 2X4 BLOCKING W/ ,a4 �4�.:.....h�F 4 s- ` L\, S 8 ROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d TRUSSES @ 48" O.C. MAX GABLE TRUSS W/ (2)12d TOENAILS e \ 04 CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON HS w/ (2)H12d &(1)SIMPSON H8,W/ (10)10d X 1.1/2" MASONRY WALL/ LINTEL •�.,, g�6 N. C N TRUSSES W/ 12) 12D BELOW, SEE PLAN. I.Od x 1 1/2" NAILS NAILS OR WOOD BEAM/WALL v `/ , Np ; cHENOToreussroP @WOOD FRAMED WALL @DUTCH GABLE SEE PLAN FOR MORE INFO * o (MASONRY SHOWN) X : E C.". P. NN GE21 SECTION @ DUTCH GABLE 1/z"=1'0" w@"� 9oF S L0V"-'* � eLTEnRereroeLocKlNo kACK PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. asp S [ oplp' bs m WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP #T 411TITUTTg � TRUCTURAL PACE T G.T. SHEATHING N ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 92 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD. - I... TO PREVENT SHEATHING OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE13 12d NAILS ® 6"O.C. MAX 24" SPAN (E1THER T NP SIDE OR BOTH IF REQ'D) (2)12D NAILS MINIMUM.(3) 12d 'n E p o 2' ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING p ti OD PF SEE PLAN I— 2 v r 00 F I�ii aD I- $ �' g. �,� xJJt x qF 2X4 BLOCKING €€ate 8��.g mz w E HIP TRUSS m o is N` "aE 0 vm a " BETWEEN TRUSSES LL � (� Y S FCT aiLiLL, TB03 HIP /RIDGE BLOCKING DETAIL N.Ts- TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. Ilia?LL 16 ¢ < a �L o 0. 0 ,•.::Wv4W.F0.9ENG.COM ❑ ❑ ❑ ® z Z ml _ �pQ Z .2 TRUSS NOTES: Z 0.2 4 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPI-2014 n. W QRUSS 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. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT Z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OFS14EATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M THE SUPPORTS. NO EXCESS CONCENTRATION OFANY TO 8.SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT w EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EA O y 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDRIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. Y VJvft LATERAL BRACING 3, ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 12) 3d2d NAILS AT EACH TRUSS INTERSECTION. O 0- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. S. PROVIDE TRUSS BLOCKING ATALL TRUSS BEARING SUPPORTS WHERETRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. = o mm SEE TYP. TRUSS BLOCKING DETAILS U N E w • SHEATHING �. = ram, m Sb N � IF-- 3T04TRUS3 ASSHOWN N c V orayl IT :TRUSS SPACES DI ECTION '0ALTERNATE `. Q N o W W RUS �'�"DAMS iH MES VERTCAL SCAB 2X6 R2 SPF 48" O.C. W/ (4)12d TOP &BOTTOMH5 LEE N TRUSS CPO O E TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF (4)) SOD REQUIRED 0 RAFTERS GREATER THAN 8'O' 3000 GULFBREEZE PARKWAY SEE PLAN DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE FLORIDA 32563 s OUBLE TOP PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG. TRUSS SECTION B-B VARIES w/ ROOF 2x STUD WALL SEE PLAN R VIEWED FOR SLOPE ,• PORT ST. LUCIE . , �p pq L� I�p�/+ CODE COMPLIANCE PL,IANCE ♦ Job Information: CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 tl2 WHEN IT LANDS \ \ 2X4 SPF BLOCKING / / \ / \ TRUSSES / � # C�""ww C p g IN A"1'S'RA �. L. Li E O LLI (4)12d SPF 49" O.C. W/ (4)12d BETWEEN \ �A.I S✓ NEXT TO PRE-ENG. TRUSS 2x8 BLLVNG. NAILED ® EACH TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF \ @ 48" O.C. MAX. \ / ,g'�//^^oo 0cc SIDE w/ (3)12d NAILS WHEN (4)12d REQUIRED w/ (2) MTS12'S REQQNUIRRED 0 RAFTERS GREATER \ / \ / B \ 2X4 SPF BRACE \ /LL \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & - SHEATHIN RAFTER RY d \\ \\ ALTERNATE DIRECTION \ � a 2x4 BLOCKING BETWEEN 09 BEVEL CUTS (OPTIONAL) , , L OLo TRUSSES W/ (2) 12d NAILS / i N IT C 0 EACH END, CONT. EACH BAY B TB 2%4 SPF W/ (2) #7x31/2' / / TRUSSES 'O ALTERNATING DB. WOOD SCREW EACH TRUSS / / BEE PLAN N c OR H5474B"•D.D. BLOCKING PRE-ENG. TRUSS FILE COPY N 0] J CONT. ROOF SHEATHING AT TRUSS TOP \ / / .STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / L O SEE PLAN FOR CONNECTION SIMPSON A34 OR e 2X4 P.T. BLOCKING BETWEEN DIAGONAL •* 2x8 #2 SYP RIDGE BEAM @ / / 2'-0' ON CENTER \ \ \ \ / / 2X4 SPF BLOCKING MM ^ / /� O W U ! V / a TRUSSES W/ (2}12d NAILS AT S' ON S EACH END MAX 2MAx \ ^ / BETWEEN ♦ Model Name/ Number: w/ (3)1.d CO N10N K @ 24" D CT MAX.w/ / ' WALL BELOW TOENAILS TO RIDGE BEAM FOR SPANS S LESS a \ (3)12d EA. END (TYP.) / 1820 (SEE PLANS FOR TYPE) Fr 0 2'-0R D.C. MAX W / 3S CMASONRY SEE PLAN GE DGE BEAM COMMON E NAILSFUD 2X4 CONT. AT STEELONC. OR WOOD ♦ Plan ISSUe Date: T & B CHORD BEARING SUPPORT 1/z" SPACE TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Thursday, March 11, 2021 ♦ KAPROJecrNUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21 3106 2x4 S.Y.P. @ 36" D.C. Sheet: IOf: T1306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s• TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS THERMA-TRU INSTALLATION�� KEY DIFFERENCES CHECK LIST Rough openings are 1/41' smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/1611 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 91 SPA EVE a 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES Air 6" 3 o' 3„ 3" 3hr 3. 3. i III - _ _ III r i in I 3" 6' 3" 3• 6' 6„ DOUBLE DOOR W/ SIDELITES 6' ;IPACE :VENLY l" E DOUBLE DOOR LOCATION OF BARRIER TO BE 1"-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. { TOP OF SLAB 00 t" Ir' Ir I 16" MIN. DIAMETER CONCRETE FOOTING (`ti� PROTECTION BARRIER DETAIL 3. SPACE EVENLY 12 i,000 a2 \ Lhneyalley Mcemedng w1de oa Ge rp°ry ele 1proInT"oFlrg Ingle T"/oft nderlaymanlw 7?. qulvaleAdr to Rake r, o not nail Mtbin or Embed each sh'hee Drip Edge velleY oentedine Ina 2"�p '"rrh8" CMemlenOaF�elt Cut 2' dlecorrellIyv uuItoPPar Save 7" mar o(mtTimeN plat_ • 6" 8' -� 8" 8" 8" SEALANT NAIL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS. 3/^8" MIN HEADS./6 PER SHINGLE. No war Out shingles 2" book from valley Consomme ------------- SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EXTENDING A LOCATIONS) MINIMUM 0F8ABOVE 6"X6'AGALV. VERTICAL RISE OF FLASHING VERTICAL WALL BASHING CONT. AT KNEEWALL T ENTRY PLASTER SEALANT - ROOF SHINGLES e" X 5" H OALV. T is FLASHING CONT.1 I / L�USOHI FLASHING DETAILS RZNOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION ♦ ♦ oo �CdA gOOoshse ♦. 1 , INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS ", 1/2" DRYWALL FLAT HIM "TAPCON" SCREW THRU " , THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S I By OTHR5 HE16HT IV 133t7R TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3M" MZN, EDGE 1/40 MAX:' SHXM`SPACE P"Mumfasbener Spedgp (lamas, Head and SIN) p g. M A. . r 4. . �` ®tea Saar Ili ■i® i L®� I j Slfm+e _ at38 KI.1 /2" Screw Minimum Penstraagn Gjilklad13/8" Cross section V iew Winn. nr Eliarior Shea6'ing Remo. " You may wish 0 predrill the Installation holes in is An at this time. ftyand Me #&Pffxyww haw In Me Miami Bt air VW are not riec»anl Step 2 Apply a generous bead of silicone m the bedside of the mounting fin Use erqugh tllkone to sulfidently fill all wlas between fin and the wall tleetht g . Step Infant the w8mow mm the opening from outside. The wlidaw is labeled 'insides' and'cutede", but t desislai have ties removed, to gladnq bead should alive" be to ale inside of the building. Stop 4 Fall slims under the sill, achaft ng than until the unit Is plumb In the opening, Shims shoudd be installed under the sill every The *mdow should be toodosally centered in the opening with no more than 1/4"gap betwest the window and wall Gamy. . Step 5 Install a a10X WIZ screw 4" hen the comer of the fin a eCh and ofthe heed, silt and both lambs. Rapti Install the remaining fasteners In r trKnommits tan do termer Screwb t0 the cents of each home member. Use pare rat m tighten the suews and pill l them through the fin. Also, make sure the strays go in straight and do not cause the from to Wall training staid be a minimum of 72 Spmte/PNe(fin Fasteners should be ale svewa of sufficient length to achieve l3/t" mW to well and no l�than fir from ofhain . Fastener antties needed In each side offrane to achieve.8" L of Frame Member 1g' 39' 26" 94" 42" 5g" Sr 66" 74" Sir B6" NuMer of faripners 2 3 4 B 6 7 6 9 18 11 12 Sop7 Remove escesssgkone' oil" from around the fin and I for teaser volth. tee silicone w fdi an voids. Step 8 If desired, a foam Insulation can be applied so the Manor gap between the window and wall framing. If applied, Msmustbe NON EXPANDING TYRE rOAH. Step Since these windows are typlrally used in roams lift high mdelure,le; assistant, It is recornmended the the Interior gap between to window and wall framing also be sealed with sNkons and tooled so as not m Mara¢ with the Irnf MWn of wallboard, ale a trim. Rep 10 Once all constructions complete, remove the bubble wrap from the Wile and outside a the window. If necessary, dean the bli Wan a mild deterand varm water Using a Soft di Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # - Attachment Method Roofing:. 1st Choice DADE COUNTY APP. IKO Industrues,.Ltd Cambdd a AR g NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DAD COUNTY APP. Florida Metal Products. Inc. FLAMCO "Off-ridrte vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFIP 1" FROM EDGE AND 4" D.C.TYPICAL MAX ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING PRODUCTS LLC TAMKO No. 30 #30 ASPHALTSATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPUi ATTACHED IN ACCORDANCE WITH R905.1.1 Overhead Garage Doors: 53W5 VVn4a 11 Na7a / 2 feet. `y�''` 0 1',aR aye Q r bow _ ' NO 0�- z 17 i ..{y �� r* me ♦go, 1 IIO�*, D F tov0 alt.� W 'an s$ m F 00 `1i �ow6 W 2 � p�mF`s a a g w9m � Y CC �I IL 31 Gg is Bg$ Z�ii i' 4 -9ILQ d N p Approval V; du aU1 # oS W .�ENG.eGM ❑ ❑ ❑ UI FL30310.1 ? Z CD to ON CrI T CNI FL21580.1 R-2 MZ 1- r� W FL12328-119 `� m O W Ln as f[S U i3 E l 1st Choice 1 +30.0/30.0 CLOPAY 18 x 7 1 2'li P.T. WOOD JAMB WITH (6)1/2" DIA, x 8" "J" BOLTS FL16546.8 F t $ - 5 do �+ U o °$ c 2nd Choice +30.0/-32.0 CLOPAY 53w5 8 X 7 FL15279.84 Swing Doors: 1st Choice +87.0/ 87.0 THERMA TRUCORP. FIB RGLASS DOOR ALL ONE 1,.ITE SERIES 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/18" X 3' TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" D.C. THEREAFTER. THE DOOR FRAME SHALL BEATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP& BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICALALL4 SIDES) FL20461.11 FL 1. 2 DAMSICNtQ:i +67.0/-67.0 THERMA TRUCORP. FIBERGLASS DOOR SOLID FIBERGLASS DR FL20461.1 l III 2nd Choice PL45T PRO ALL ONE LITE SERIES FL15215.2 FLORIDA CONTRACTORS LICENSE NO. CRCIS30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sidelights Par PROD FL152152 Sliding Doors: - 1St Choice MI WINDOWS & DOORS SERIES 420 SGD Alum. r nr mT �1��i� V E' FL15332.4 DIVISION LOCATION: PORT ST. LUCI E n MI WINDOWS & DOORS SERIES 440 SGD Alum: reinforced ��-15332.12 Windows: Job Information: Is- :2 o Q) d 03 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin single Hu (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16' TAPCON ANCHOR WITH MIN. IQH 4A" EMBED. TO ALL FACTORY DESIGNATIONS WALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF INSTALLATION THROUGH DE BUCK USE #8 EMBED. INTO TO MOD BUCK. EW OF SUFFIENT LENGTH TO ACHIEVE I%" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 17676.9 +40/-50 MI WINDOWS 3500 SERIES Single Hung (flange) FL 17891.2 +50.0/-50.0 MI WINDOWS Sing SERIES Single Hung (fin) FL17676.2 MI WINDOWS 3500 SERIES Single Hung (finless) frame FL178944 Mullions: n ..+ !•L...:.... ear unwlnnurc, Iv1.1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 Fixed Glass: list Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN.1°A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: list Choice +66.0/•71.6 KAYQAN LTD Standard vinyl ostale 10" on center In direcdon length Plygern / Veriform Plygem Double 5 1 Double 5 standard (vinyl) 10" - Double 5 standard standard vinyl I staples solid 144 vented -145 Hurricane Panels: ALL AMERICAN 24" Ga. Dade County App. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS Storm Panels I have reviewed the above components of cladding and have approved thtir use in the structure" (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: Uj a y M I u) 3 M O J Lij M M o J m (n () to CL FL 15804.2 FL18644 RG VI Model Name / Number: FL16503.4 R3 1820 FL12194.1 FL12194.2 � Plan Issue )ate: Thursday, March 11, 2021 FL16293 R3 V KA PROJECT NUMBER: 21-3106 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING i-WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVEBARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6IN. \WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS ' UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL Wp07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 Scale: NTS SELF -ADHERED FLASHING WPM FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY , SELF -ADHERED FLASHING to , DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r SELF -ADHERED FLASHING / DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF-ADHI FLASHING .ANGE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4".1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP. JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING -.- SELF -ADHERED FLASHING SUBFLOOR RIM JOIST q -A HERED FLAS HING HING D S EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UN DER / THRESHOLD OF DOOR AND RETURN ✓/ UP JAMB 6". USE LIQUID NAIL BRAND P F A LKIN / OR EQUAL WEATHER ROO C U G 1 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) PO4 SELF -ADHERED IF LASHING DECK PROTECTOR. DOUBLE JOIST EXTERIOR CEMT. FIN. BUILDING PAPER SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) WIRE LATH BUILDING PAPER SELF -ADHERED FLASHING WINDOW UNIT SELF-ADHERI 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER 3 SELF -ADHERED FLASHING W P ® SELF -ADHERED FLASHING CEMT. FINISH WIN OW SILL CEMT. FINISH WINDOW HEAD INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WPOi) BOTTOM OF THRESHOLD SELF -A ....... .. FLASHING PATCH WINDOW UNIT SLOPE 0.3 in :12.0 in (0.6 cm :,30.5 Cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 0 FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 0.3 in: 12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 Cm : 30.5 cm) SELF FLASHING PRODUCTS D E TA I L s R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from hales and breaks, complying with ASTM D226 for Type 1 felt or other approved water resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 -ADHERED asphalt felt shall be applied horizontally, with the upper layer lapped Over the lower layer not less than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive barrier manufacturer's Installation Instructions. The NOAS asphalt felt or other approved water -resistive CEMT. FIN. PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.7- R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed Independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. BUILDING numbered items in the list of instructions below: barrier h i applied ever w sed sheathing h water resistance equal to or Exception: Where the water -resistive Ba e t at a ed o e oo&eta seat as a at ptPP g q PAPER 1. Install Self -adhered flashing In order as Shown by numbers i greater than that of Bo -minute Grade D paper and is separated from the stucco by an intervening, substantially nonweter 2. Install flashing and weather resistive barrier to form water shedding laps absorbing layer or designed drainage space. O3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, RFlashing. Approved metal flashing, vinyl flashing, self adhered membranes and mechanically attached flexible _ flashing shall be applied shingle•fashion or in accordance with the manufacturer's instructions. Metal flashing shall be embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING scoring cuts 9 'o s AB flashingshall be applied in a manner to prevent the entry of water into the wall cavity or penetration of instructions. . PP P ry Y O H LF CHIMNEY SHOULDER CEMT. FINISH SILL( P TS E / H 5. Remove all release paper per standard installation instructions and in components. S fadh red m mbran h n hall comply with water to the building structuraltramel e e es used as flashing s ggg p y AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM01281, RUBBERIZED ASPHALT - Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In RUBBERIZED ADHESIVE ASPHALT 6. Fold as Shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings shall be installed at the following locations: ADHESIVE hillaccordinglyt fit st foldin of the flas o 7. Angle of comer may very, adjust g g SELF -ADHERED FLASHING tight to corner $. Mechanically fasten 86 neC8S5ary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the SCORED exterior wall finish or to the water -resistive 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 in accordance with one or more of the following: (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed in the AOHESIVEAs saowM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing w protection NECESSARY IN CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 1.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ n V 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on bath sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4. Continuously above all projecting wood trim. 7 5. Where exterior porches, decks or stairs attach to a wall or Door assembly of wood -frame construction. S. At wall and roof intersections. SELF -ADHERED FLASHING R 7 INSIDE CORNER 7. At bulk -In gutters. SLOPE y 0.3in: 12.0in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL BUILDING PAPER 1�I Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement .. 000 Plaster over block ' 15t floon ' Note: The building paper and metal lath must be installed Oyer the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/Z' Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 718" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-12' Unperforated - nge 7/8" Weep Screed 1/2" Cementjtious Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1 /2" Cement Plaster Finish 0000000 Block 2112" Pe1FO1 �,►f: °• Flange 1/2" Weep Screed Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL Dt-TAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 0 nTOF, r ere 6 * LU UJ 'A *.. O N 2 S (O ttll° "3 ,A4ei SSION�t�b' N jE v g p ro I` m Y In 00go N m iL tJi lL a ,-I �g o A. a=��x� m to x�r� w o d W 'i IL WW J sP! Y N V m Q aaf Z �� da Z 0 n o `fl" it `O s°b ❑ ❑ ❑ Im NfMY.FOSaVG.COM 4 Z S Z N In cU 0 y W C fC3 a .R jay} o: c;m X..f6 U mN Ffi . O r= lac Do -. Q n on�B \DAMS HOMES FLORIDA COMTtACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE f Job Information: FL o to at m 0 o rn W m a m d ai J Z cNi to n N LQn � ®J W to o J I U') W Ln a FT Model Name / Number: 1820 P I Plan Issue Date: Thursday, March 11, 2021 KA PROJECT NUMBER: 213106 Sheet: - ■ -3II Of', WATER PROOF DETAILS 25 SH 25 SH PRECAS BOTTOM 0 C-6" BEDROOM ##2LANAI OWNER'S BEDROOM V U-TD CEILING VAU-T CEILOI rD VAULTED CEILING 5 145 5» bath duct 14x8 I 2x12 r 7, 2 Y_G„ to roof cap S" , \1L2 DBL 25 SH w/ standard 70 zssa 2868 14x8 1wcd a' cCc � s X 195 w 10" cfm bath fan 1R/15H N 16x16 rag 16x16 rag w BA-H DFTAIL 8x4 1 w n 1 14 rag / 8 5 bath duct r 5 4 o FAMILY` ROOM r \ M.� e M F, CEILING 4 7, G, to roof cap y<a._ 14x8 1 wcd W.I,C. w/ standard 70 Aso ft �iwcd cfm bath fan 5. 10x rcacl E BEDROOM N VAULTED o. _ 1 OX6 1 W 1 Ox6 1 wcd 8„ 50 80 61, " 14" N 6 OWNER Z �_ BATH / � Nz VAU TED CLG. is 5058 8' CLG. A i iR/1SH A `\\\� ����� . ' D/W, RANGE/ GE \ ( BL.' — _ HOOD INN 24x18 fb g z � 8 J DINING ROOM K TC'HEN Q 14x8 1wcd N VAULTED CEILING 7" LT€O'CL,G..- > 175 v=i 42X42 A/C SLAB N 155 w 4 z N BY BLDR MIN 12x6 1w� o REFRIc 2 FROM WALL VERIFY J = N GOK LOCATION > a W/ BUILDER 3 9 12x12 rag A N F L) _ 10' LG. x = z U co O 8x 1 ai a 7" 40 FOYE? zs6� 4" dryer duct 12x 2 ra ,/; - p' sTE0 N. w.H. to roof cd N 10' CEILING p w/dryer vent box D H, m BEDROOM ##4 A, 12x6 1 wcd w; (z) '12' S.L. & TRANS. PER 2 CAP GARAGE 150`` N a ELEVATION 8' CEILING EGRESS ENTRY w --\10' CEILING ISM LINE OR GARAGE DOOR. ■ ABM ELEV. \ J;B,&„D CDO4 - 3.0 TON W/5KW 0240V 1 PH 18x13 plen scale :1 /4"=1'0" platform by bldr Z-1 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 s1 z s- H 16 x 7 OVERHEAD DOOR "R A CALCULATIONS 1st FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 396 S.F. COVERED ENTRY (BASE) 56 SF. FLOORL00iR PLAN L fL N COVERED PATIO/LANAI 137 $ F 5CALE:.1/4 =1'. O" /� TOTAL AREA UNDER ROOF 2409 SF. ` ALL ELEVATIONS Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulatlon value. A 'I : CODE COW 1130 O O U N O �0�` O O O � 0 S S