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Home My WebLink AboutBuilding Plans_T LNOTES: STRUCTURAL I ._ _ INDEX 0f° DRAWINGS SPECIFICATIONS: ®® R318A CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS Of TERMITE NGT AT 28 DAYS OF 2500 PSI SLABS 30 00 PSI COLUMNS AND BEAM A 1. ALL E (SLABS) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ( ) FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL NT TO NEW CONSTRUCTION SEE SECTION 202 PREVENTATNETREATME( PROTECTION LABELED FOR USE AS AFLORIDA U C MENT RATIO OF 0.63. TO 5%AIR ENTRAINMENT AND A MAXIMUM WATER E PLUS OR MINUS 1" AND HAVE 2 / EDITION 2020 FIRE PREVENTION CODE 7TH ( ) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE. ISSUED TO THE. BUILDING DEPARTMENT BY THE. LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25". LP. PROVIDED EACH WAY. NFPA TOIL, 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.IS IN ACCORDANCE WITH RULES R 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. i AST ONE CROSS WIRE WITHIN D WIRE FABRIC SHALL CONFORM TO ASTM A-1 064A A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN A L 5, WELDED ALL / R STRUCTURAL -. A 1318.14 B BUILDING CODE REQUIREMENTS FOR S RUCTU L C U G 0( ) Q TM UMER SERVICES." AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT 0 F AGRICULTURE AND CONS RA TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. " OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE THE 6 R 6. ALL REINFORCING STEEL /STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE &OIL & SHALL MEET ASTM 6-15, ASTM A70 0 STRUCTURAL CONCRETE • ACI 301.16 SPECIFICATIONS FOR T BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES -(ACI 530-13 ). NOTES: OR ASTMA 996 GRADE 4D 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 201E 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. PA PLYWOOD DESIGN SPECIFICATION E30-16 OV DATA MUST BE ON FILE STAGE AND PRODUCT APPROVAL A AT PERMIT T E PRODUCT METHODS MUST BE DETERMINEDLINTEL PLAN PAGE. N SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 AMERICA ETY CI WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF-20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 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, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. STRENGTH OF 2000 PSI if = 2000 PSI) : INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM 01787 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 28'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 OF 30DO 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 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OFTHE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE PACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL 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 CPS MAY BE USED TO PREVENT THE FLOW OF FLOOR VJ01ST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. 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 10. DO NOT APPLY UNIFORM. LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS. PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. 1L�/I++ GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLER702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE HEAVY OF THE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION SHINGLE METAL TILE ROOF (PSF). ROOF (PSF) ROOF (PSF). ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE WATER -RESISTIVE BARRIERS. TOP CHORD LL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WATER-R END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. lit TOP CHORD DL 7 7 80170M CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PPER, 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 BYOTHERSBOTTOM CHORD DL 10 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 HSS2STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, 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-S 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 SO 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 MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE N0: 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN ' BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 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.Y FLOOR SHEATHING: ROOF DECK: PLYWOOD AC GROUP 1 PA 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 1 OR 15/32" RATED OSB EXPOSURE 1 APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: 1 COVER SHEET 2 l FL00 R PLAN 3 PLAN FOUNDATION AN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS SA DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIE0. TOP CHORD DL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING .BOTTOM CHORD LL 0 (PSF) .LEE FLOOR PLAN. FOR ACTUAL PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN PRODUCTS SHALL RESEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING G 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS. RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. C1281, AAMA 812, OR OTHER APPROVED STANDARD AS. APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: 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) TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) • EXTERIOR WINDOW/p00R.OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. -DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 60 (PSF) • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENCINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 1.50 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, " GUARD RAIL AND RAILS d 200 PS •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 A H O (PSF) CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) • AT WALL AND ROOF INTERSECTION S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT BUILT-IN GUTTERS. rM,. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM " 30 (PSF) 6 STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG CONNECTORS S S CA C ANCHORS AND ANCHOR BOLTS ARE O N MEMBERS IN WALLS THAT ARE EXPOSED 1. UPLIFTSUCH A HURRICANE CLIPS, TRUSS AN HO ONLY REQUIRED 0 THE TOP. . TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. MORE INFO. FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING, SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. / It Is the Intent of Deslgner/Englneer listed in the titleblock of these 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 FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. - Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG#5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART. EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE ` review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW TH E EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. - CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the T A SHALL NOT BE RESPONSIBLE IN ANY MANNER FORCONTROL OF THE TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND 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)'+A"x 23A" 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 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF. FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND (7}].OdNAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM18 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONTRUCTION: , , , ,. , , , , , , MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TTTENS ONE EACH SIDE OF TRUSS. SSITEMATERIALSOR EQUIPMENTFROM MOISTUREMOLDFUNGUSFIRETHEFTVANDALISMTRESPASSORANY OTHERfor reimbursement the Designer/Engineer [advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31NA ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES 70 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. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERET ARE SUMMARIES OF CODE SECTIONS. 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 SEE FBCR (CURRRREENT VERSION) FOR COMPLETE CODE INFORMATION. EOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER - -- ------ -- REVISIONS .n _� REVIEWED FOR DATE DESCRIPTION CODE COMPLIANCE -- T. L.UCIE: COUNTY 0628-12 STRUCTURAL REVIEW BY FDS (PLAN UPDATED) ffJ � BIOC(JL� 140MESaL1=jW_AM1V=tM`LOf Northwest FloridaIIIIIIIIIIIII111110 I 33000 GUU LG BREVE PARKWAY GULFBREEZE, FLORMA 32563FILE COPY MODEL 2117 WIND LOADING CRITERIA WIND SPEED ULTIMATE 160 MPH WIND (ALLOWABLE) SPEED ALL WA L 0 B 124 MPH EXPOSURE CATEGORY B BUILDING RISKCATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.1 - + / 8 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 15 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® 5� W 27.6 (+) 27.6 10 (-) 29.9 (-). $7.0 20 1-) 28.8 0 34.4 s Q Q 50 (+) 24.8 (+) 0 31.1 W 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGkW GARAGE DOORS*. SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES.. 2. "a" .= END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. Y I i I i avoyf 81i1,IrU!! sa ilry V(}.i•� V I... J A �. co c� ear � � G i /�'(•��' W� l J� @S )I1111rfi a N d c ' a 3 ffi gggg yge+ W -t 0 N lD 0 ggn' egCLL m .a ti W. F �i 00 n G4 Mai °t{ z W 3 gwaRBIs i t; ,aL o U J V) ,°- ¢ .3, WiNW.F�3EN6.Cf�nf ❑ ❑ ❑ q It z o 8 ": sr' z N 0 I % a w m Z N V) 0 ro w c lJ m �c -N E I ai 2 'n N U a Nde0 I L I sl I' I l i FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: I a LO c LO 0 m a 3: E cc aV ® 0_3GI� J m a) ♦ Modes Name / Number: 2117 ♦ Plan Issue Date: Wednesday, May 12, 2021 ♦ KA PROJECT NUMBER: 21-4890 Sheet: w Of: COVER SHEET GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN, 6 MIIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 5" AND SEALED. 2 4" 2500 PSI COW. SLAB W/ 6X610/10 W W M, OR FIBERMESH. /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC, FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FIFE. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINE CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/$' SAW CUT A DEPTH OF 1/4 OFTHE THICKNESS OFTHE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL. BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 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 -1567 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PER 3" VTR 1 1/2' VTR ....." ..�„ .._.. . 2" PLUMBING RISER RHG FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING ORAMTY W. 116s F1,0 1'-0" X CONT. 11-0" ..__ 2 #5 E.W. GOT. 2000 F2.0 2'-0" X 2'-0" 1'4" 3 #5 E.W, GOT. T200 F2.5 2'd" X 2'-6" 1'-0" 3 #5 E.W. GOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3,5 31-61' X 31-6" 1' 0" 4 #5 E.W. GOT. 21500 Fop 4'-0" X 4'-0" V.0" 5 95 E.W. SOT. 28000 54.5 4'-B" X 4'-S" 114". 5 #5 E.W. GOT. $4.600 F5.0 5'-0" X 5'-0" 114" 6 #5 E.W. GOT. 42500 F8.0 6"0. X 6'-0" V-4" 7 95 E.W. GOT. 61500 LEGEND ` 0 - INDICATES SINGLE -STORY FOOTING ' ® -VINDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING e N Ip 22' 2" 20' 6" 1210, 9191. 919. F2.5 F2.5 F2.5 iD FMO3 ' 4" PATIO SLAB 1 W/ 8"x8" THK'N Iti EDGE cn b `vMq In 41 0 iD 0 BO 1 3' 4" 7' 0" 4, 10" 7' 0" 1-'4'-., 3' 8" 2' 2" 7' 0" 5' 6" 1 4' 8 3' 10" 4' 4" i STEP DOWN 4" __ I _____________________________________________________________________________________________________________________________ ' , � F31 FM01 ' O , , o ' q 1 ' O 1 / I ' , PROVIDE ELECTRICAL & PLUMBING. .SERVICE THRU SLAB @ ISLAND I ID/WLOCATION (REFER TO FLOOR) •I III ,, ,, ? 0)�; viol III Ql r = 3.1 I II, m \I 11 I y AL TUB it _ _ -n ❑ 3 LL_ J J ` ! iDt HV C`1j in LAY ,` ♦',. p Cp frff• rr = "I� , I II W IJI O� f�f� L L90 \� f o 13 6" 8, 5" V\ off -- - - 2X6 WALL Io` JI Oar_ 6. 2 Ir� 2' 8" 2' 7" 2-11, P�' rpr Irff�I 7 � i df�Ilf to � o 3.1 �mTfNnueNeee. TYP. @ e`aa�� 0 Top[-j�!s�, CORNERS ``QP.°"�i�iSF.'°•," '31� A i 4: a HOSE BIBB o �'• \S;• i O ss10 Y` 4) C V O 8o 0 M 'M BO ;Ii 1'.� : df 1 yff'O,f , T 6" 2"S" 1, S" 1' 9" ,. ..PROVIDE CHASE 1 FOR HVAC UNIT f VERIFY LOCATION ■ ' , T W BUILDER " 1 � II — _ —3X5 _ �' i15 I I' li ,. ,' _, irlf — h IIIFI ; ■ ' I;'♦ ----= __ ______ _____ I SHWR Ij � W II __ _________- _ _ _ _ _ _ _ --'--- , o + W ' '.'WHJ FM11 ; 3.1 u 0 0 FlM11 STEP DOWN4" W/o'- ^♦ , N 20' 0" i 11' 4" ; 610. F2.5 - - - - - - O , N. ,_ _.__w_______._..__ ___�_______• iY W a ' 01 II , o TUB , I 3.1 C.J. I 4" 7 0' F2.5 11' 6" 5' 10" , — - - — ' o , MOS 31 REVIEWED Q E LUCE O "� H i V '-c. ' , I a 9' 4" 1 T 4" 6' 8" 3' 10" 6' 10" , , I I I I 4" STEPDOWN FROM ti ENTRY TO SIDEWALK HOSE r 81BB i6(2) #5 BARS I 3'1 (2) #5 BAR ' W/IN EA, F.C. W/IN EA. F_ ■ ■ ■ - FOUNDATION PLAN SCALE: 1/4" =1'-0" -� ALL ELEVATIONS ■ m 100 mu 8me g$ mymr, tll m$ a 1 ?� � O 1, $»& � a o J ■s�oIL N j`�� d ER@ Ell Bp9L 0 p tjJ fa Z 5 O u. £ 6.9. ■ J U7 WWW.FOSENG.COM ❑ ❑ ❑ z z z o o } z W61 a Lo Z C4 M 0 N 4� W TS o w y 1- M �_uW...... y w wCA � �. 0 p _ cn IM U o� ccoo o Q N A ES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: Q rl Lo O i 0 M a) m m m G w m m CL _3 WZD LOL 0 (uj � M V L.IYI / V / / Model Name / Number: 2117 / Plan Issue Date: Wednesday, May 12, 2021 KA PROJECT NUMBER: 21-4890 Sheet: 3 Of: FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24•' (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8. REINF, OPTIONAL CURB FOR ,I�y VARIES GRADE SEE PLAN MASONRY @ELEV. 0'-0" " ^` F.F. W/ (1) - #5 BAR CONT. # ' o j 2 STORY: 20" X 20" a ° - REINF. a W 3 - #5 CONi. 16 (2) #5 SEE PLAN ! REBAR 16" (2)#5REBAR BEARING FMO1 SINGLE STORY FTG 1/2"=1'-0a FM02 SECTION @ GARAGE 1/2"=1'-O" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF, REINF. SEE PLAN F.F SEE PLAN j --- -- F.F. CONT. cq IL (1) #5 REBAR N E 20" (3) # 5 REBAR 111 gTeq�t TU�f,`�� . Q FM03 THICKENED EDGE 1/2 1'-0' FM08 2 STORY FTG. 1/2c�N F J ii g64 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL J t`L0 IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR is REFERENCE FMASW FOR STEM WALL OPTION = -0s - - MORE. INFORMATION) OF ,. PROVIDE 13" WIDE FRONT WALL - % ",3.SS PT C RECESS AT GARAGE i `31 O n DOOR. EXTEND 6" BEYOND OF GARAGE F.O.M. EACH END, TYP. GAR. FIN. FLR. .iN. ,i, IQia i``vo ALIGN DRIVE W/ GOTTOM OF '- 2 STORY: 20" X 20" (2) #5 REBAR RECESS& PITCH DRIVE c4i , ,' o 4" CONC. DRIVE W/ 1/2" EXP W 3 • #5 CONto T. 2 STORY: 20" X 20" c JOINTS 10" O.C. TYP. • 16", ° (2) #5 REBAR W/ 3 #5 CONT. v FM09 SECTION @ GAR. DOOR 1/2"=1'-0" FM10 INTERIOR BRG WALL 1/2'=i'-o" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) T— N uo gswF W 00 112, F Q g xa ae # SEE PLAN" g� m ri ti EEPLAN 3 „ 1%I N Lu 4" 16 4 245 REBAR Iu 6a=E' FM11 STEP DOWN BRG. 1/2 =1'-0" FM12 STEP DOWN NON BRG. 1/, =r-o" a@ ® a QQ a � 0 8� 3 SEE PLAN � '� ww,v.%oscrvc.conl ❑ ❑ El -' - OPTIONAL CURB SLOPED GROUT a SEE PLAN (� � OR MASONRY AT TO DRAIN 4 x 4"x 16" m m , , ELEV. 0'-0" WITH CURB o TYP. SEC. ( z (1) #5 BAR CONT. k 8" .I• (G C.'VERIFY) g Z F.F. REINF. (SEE PLAN) - "2 #5 CONT. D a v� :INSTALL LINING '..:, "' • . . , 2 #5 BENT BARS W/ — , MATERIALS PER .`. .., w N MIN.25`LAP SPLICE ro� z m FSC-RP2709.2 . ° t/5 (4 - MUDDED FLR. 16" L '°.� i•; SLOPED TO DRAIN #5 CONT. `j FM14 SECTION @ RECESS SHOWER 1/2"=r-0" FM18 TYP. STEP FTG. DETAIL ,/7"=1'-0" v) _ 6 ALTERNATE: REINF. - Lw t $ THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN OD °1 CONTINUOUS AROUND CORNER - SEE FND. FOR h t�" BY COLD BENDING THE BAR WITH : " - • • �' QUANTITY m MIN. BAR LAP OF 25" Q oI o n°o #5 X 25" X 25" - CORNER BAR ONE cw E - FOR EA. HORIZ. N i® DAMHOMES REBAR, TYP. U.N.O. (2) #5 REBAR 16" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE 2 sroRv: 20" x 10" 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE GULFBREEZE, FLORIDA32563 THRU FOOTING W/(3) - #5 CONT. DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/2 =1-0 FM23 TYP. FND Ijk®R 1/2"=1'-0 PORT ST. LUCIE STEMWALL SCHEDULE �E3�O::�-D PLIANCE ♦ Job Information: FOOTING DIMENSION M�av,'Iv.M LUCCOUNTY STEMWALL. NUMBER/SIZE OF BARS LAT. F.C. SPACING (0. �� HEIGHT. (h) d 1 STORY d 2 STORY b SSTORY b 2 STORY IN STEM WALL 0'4'-2'-0" 8" 10".. 16" 20" W/ (2) #5 BARS <674# 61R". >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'-0"-5'4" 16" 16" 48" 48" W/ (5) #5 BARS CONT, 1162#. 2'B" & #5: 18" O.C. TRANSV. N SEE FOUNDATION PLAN Y c _ 0) FOR F.C. SPACING ABOVE EJ SLAB LEVEL > M NOTES: FlL� M a 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, J� PPIL : - INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM + SPACING STATED IN SCHEDULE ® O W S SEE CHART ABV. -MAX. F.C. ,", ;, 2. W.W,M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACINW.W.M. DBE aA WALL WHEN STEM WALL EXCEEDS 4'-0" RBERMESH CAN NOT BE USED AND W.W.M. To R TIED io #s vERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO (1) #5 REBAR PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN, 4'-0" INTO SLAB/ STEM ® Model Name/ Number: (1) #5 HORR. CONT. LIED TO EA. VERTICAL REINF: BAR E NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 04TURN BAR STEM #y CONSTRUCTION FOR MORE INFORMATION 2117 WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK i 4'-0" 11) #5 HORIZ. COFT. TIED TO " ®m ° ° FILLING IS TAKING PLACE ® Plan Issue Date: EA VERTICAL REINF. IS „ „26 • 5.05 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" - RN GRADE 8" MIN. _ f v .0 O.C. VERTICAL, GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0' Wednesday, May 12, 2021 To TOP OF „ o , 16. h * TALL (TYPICAL ALL CORNERS) STRIP FrG. - . ,, •., ,c. 6.IF STEMWALL IS WITH IN W4H OF POOL OR WATER FEATURE FOUNDATIONS ® KA PROJECT NUMBER: COMPACTED CLEAN FILL . "•° s,: . % 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 21'4890 IN MAX 12" LIFTS S. R403.1.4 MINIMUM DEPTH, EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG. W/ QTY OF "MIN. COVER *SEE NOTE 5 THAN 12 INCHES (305 MM)13ELOW THE FINISHED GRADE OF GROUND SURFACE. REINF. PER SCHEDULE C h Sheet: (3 SHOWN) SECTIONS R403.1.4.1 THROUGH R403,1.4.2. 3 ■ Of: WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW FOUNDATION PLAN STEM WALL SCHEDULE NTs LOAD CALCULATIONS INSTALL FAN COOLING GREATER THAN HEATING I / 1�,L BOX PREWIRE GENE AL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2115 x 3 WP = 5574 GFI APPLIANCE CI CR UITS I RANGE 8500 OVEN NONE MICRO / HOOD 1000 ® I HOSE WATER HEATER 4500 CM I BIBB WHIRL POOL 1250 WASHER 1500 r DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 �BOX PREWIRE I �,I� INSTALL FAN BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. +APP. CIR. = 34,995GFI �. SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,995 INSTALL FAN/ BOX PREWIRE GFI i, CFAN ♦,¢ I I / / A/C ( AIR HANDLER & COMP.) 10,000 GFI' A/C ( AUXILIARY HEAT STRIP.) 10 000 FOR HOOD ' O I 1 — -I T FOR. D/W PREWIRE B= 20,000 I CIRCUIT CALCULATIONS? 0 I I GFl FIRST 10,000 AMPS ® 100% _ 10,000 GFI I` /I I o J �' I U + 40% OF "A" = (.40 x 24,995) = 9998 220 + 100% OF "B" _ (20,000) = 20,000 GR " TO7ALWATTAGE T-- --------.--- ------------------------♦-----.------.---------- = 39,998 - WATTS DIVIDED BY 240 = AMPS dd CALCULATED SERVICE AMPS = 167 1 1 I I GFI LOG4TION OFBMMERTO BE T-P'IN n'..,.m I / � � 1 ' FROM OF MEOH. ORAPP. WIEN REWBIED xm.E, 4` ' � ,//" D O , II 9CH ID9TEFi PFE I I I I cavANlzen. wnrlDr ® GFI """'-""--• �: GFI HEATER PROTECTION ® MINPIXA. SG RST RPE FlATER C RPEIEF N 1 I (41 %'n4A"WEDGE WATER HEATER PROTEOTION A A NCHDR 1»Lrs w/ MIN.MAX 3' I I I I ' EMBEDMENT TOP OF ELAB I I JY' 81EELIL49E s ! I \ 1 1 \ PLATE I.J t I GFl ♦ , — — — — _ ________________ \ _ "" ♦ INSTALL FAN Pk" -r'• ..v CUNCPETE ,, 4 BOX PREWIRE WP SECTION A -A ♦ r \ GFl FM24 PROTECTION BARRIER N.T.S. \ GFI III 1 I I I I 220 ASSUMED / II EDGE OF WALL ri Q IL I \. L J _� I I I FI " 2X6 WALL L.1 - _ _ _ _ _ _ (FLOOR TO CEILING) �.�_._.i� �} GFI @ / o W.H. ?Y .<0 42" AFF USE 2 RED HEADS - EA TO ANCHOR WALL , Ix FM24.1 ALTERNATIVE PROTECTICH BARRIER w �� e�D� T.S. a ATTIC ELECTRIC w w a IF REQ'D BY CODE I � , r /I w --- ATTIC ACCESS /' WP .'INSTALL FAN 4 1/ LOCATE IN FIELD I �Y1.. GFl BOXPREWIRE 22" X 36" MIN / II , GFI------------------- / I GFl @ I FOR GARAGE 42" AFF , DOOR OPENER COAC LIGHT — — — — — - ---------------------------------------------- , I I I , 1 , NOTE: 1 LOCATION OF METER AND PANEL BOX 1 ` TO BE BY BUILDER. IF NO GARAGE SERVICE / ' DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED A7 METER LOCATION. I / HOSE BIBB / , 1 , 1 COACH LIGHT - — - — - — - — - -- COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1' 0" 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 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES, 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCis(ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDRION). 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 It. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17AA4. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE, RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH jDM DIMMER SWITCH FLUORESCENT LIGHTING (� CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE e CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT 119 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET (&— DOOR BELL ® SPECIAL SERVICES OUTLET Do P DISPOSAL TV� T,V. CABLE OUTLET I= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET gp PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER RECESSED LLIIGHTING ® THERMOSTAT ® BATH FAN 0 LOW VOLTAGE LIGHTING (�- BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY RNAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 1500R 200 AMP SERVICE 150=#1 COPPER OR 2/0 ALUMN 200 = 210 COPPER OR VO ALUMN; INTCONDUt-' wi'tl$'"LIA METER MAIN DISCONNECT T. LUCIE � COUNTY 150 OR 43CT UNDERGROUND 200 AMP SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # STO HVAC BONDING TERMINATION 9 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W1 MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER MF-- copy 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. N g P5 I ei Orp 00 g �T co r Ali s� 0 vv�i� �BBii�� myM�fi a a. p 46_ u 4 �W ®3��.� a � `n3 e�wo LL _ t�m= OIN mNS � O J VI.R Gil Z o = O $a„ 9 '1 WWW.FDSENG.COM ❑ ❑ ❑ �g O Y4 z o po q 60 Z R O ' Z a m C W ti n Z m t 4� Q WE i -- N r d �.ILM=')cm w Uma Upr�©"�' a Y <Nc; FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: c T-4 O r U m I M m a + � � M U R I— Neu N a O J L1J m 00 o � co U) U) R Model Name / Number: 2117 TI Plan Issue Date: Wednesday, May 12, 2021 KA PROJECT NUMBER: 21-4890 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inchos of venting needed equally for Intake and exhaust R BEARING ® ENTRY BEARING 0 GARAGE TOP OF BLOC a a0 QO io F N. FLR. ■ — 2'4" 33/2SH DECORATIVE CULTURED STONE VENEER TYP. ALL. PLACES SHOWN 12 5� ALL/ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH 48' OFF RIDGE VENT 12 I 48" OFF RIDGE VENT --�- ® ALL 5 ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH RIGHT ELEVATION "CR" SCALE: 1/4" = 1'-0" 48' OFF RIDGE VENT (2) 25 SH 1 (2) 25 SH OP OF BLOCK _TOP OF BLOCK �:04 IL: WINDOW HEAD HEIGHT _ L j__ _ FIN_FLR. _ --_—_—_—_— WINDOW HEADHEIGHT - —__ --_ - —- ------ 13 io 33/2 SH 25 SH FIN. 12 6t ALL/ 48' OFF RIDGE VENT (2) 25 SH Ifflas1i:11pS HEAD HEIGHT i iD 2868 PATIO DOOR REAR ELEVATION "ALL" SCALE: 1/4" = 1'-0" TOP OF BEAM ® ENTRY In OP OF BLOCK o A o Y o o v GT IlLul N COLUMN DETAIL SCALE: 1/2" = 1'-0" x RN. FLR. 12 B ALL 16x7 OVERHEAD TQ� QF ENTRY ®10'Q_ TOP OF TRANSOM (k S',B" _ (2) 25 SH LITE TEXTUREP DECORATIVE CEMENTITIMCOATING LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 3068 DOOR W/2 1068 SIDELITES W/ 5016 TRANSOM ABOVE Soffitproduct provides 4.12 18.00 net sq in / sf ' net sq in / If Ridge vent pprovides Off ride vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF), 2793 s.f. Total needed for exhaust for upper 1/3. 670 net sq inches Total needed for intake (soffit area, lower) 670 nets inches Number of Off Ridge Vents for upper 1/3 needed. 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 37 Lineal Feet of Soffit needed to meet required 122 Lineal Feet of Soffifprov1ded by p I a n i 182 48" OFF RIDGE VENT BEARING @ FEARING PGAI GE A DECORATIVE CULTURED STONE VENEER TYP. ALL PLACES SHOWN LEFT ELEVATION "CR.." SCALE: 1/4" = 1'-0" REVIEWED FOP, a CODE CCpy!,'p fV ST. nl_c�-1T- _ _ TOP OF BLOCK W'DOW HEAD HGT 1 11 zo 04 ~. FlN_FLR._ o DECORATIVE CULTURED STONE VENEER TYP. ALL PLACES SHOWN FRONT ELEVATION "CR11 SCALE: 1/4" =1'-0" COF ®`j6R\9 AI BrfIABlB N� a c- LU ;LU . c tN It lit Id I M C to v 0 5� G)1-ti �¢� to � 1" rKiAg�s am 1 " O�ti w to mV. b>wr c w O m �. 4 Q �SsImo aza gs W•R+"BR J �— m 15 w r s - WWW.FDSEAG.COM ❑ ❑ ❑ F Zd Q Lw e � � ll NLO o_ f Z N N m O _ w i c (y ~ J p U m (VV E 00 r yro� v�o� ap c oo v Y __ chi d o°n ®�DAM Si HOMKIS idl�llll��ll� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O In W N U M hi G) N E 2 tiq a 3 4) ® OJLi.I�'� gym (/) V Model Name / Number: 2117 Plan Issue Date; Wednesday, May 12, 2021 VI KA PROJECT NUMBER: 21-4890 Sheet: 5 Of: ELEVATION - CR FOR WIND SPEEDS < 16OMPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX. 20'-0" MAX _ THICKNESS IS 15/32".) IF 15/32" IS SEE D... Ef. T603 USED, THEN THE ALTERNATE BLOCKING \ � IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR BLOCKING W/ APA RE FOR SPAN SHEATHING SEE"HIP/R BLOCKING" C W a_ S X� Q BOTTOM CHORD GABLE END BRACING 0 ZOP CHORD 2X4 *2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING 016" OA. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I NTS mile I lines DETAIL TBO1 mile mill mill No I liege 111 RSH 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) 162! MPH WIND SPEED (ALLOWABLE) 13.9 MPH EXPOSURE CATEGORY I B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (*) VALUE DENOTES PRESSURE [4:12] [12:121 (SQ FEET) (-) VALUE DENOTES SUCTION B=4ft AREA ROOF 1 2B 2n 2r 3 3e 3r*B* „a „B „ ��T � NIP -37.02 -51.06 -51.06 -51.06 10 58.99 76.0E GABLE -37.00 -37.00 -58.99 -58.99 1 O ROOF NAILINGHEpLENAILIZONE(SHILE AND TILE' 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: (D,. 1 SHINGLE:1232" EXP' 1 ('20) ILL '32" EXP, 1 ('20) NOTE, 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 BB" x 0.11E") NAILS r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN JAm". SHEATHING SHALL BE FASTENED *a* UB UB a WITH ASTM F1667 RSRS-03 10d (21/x° x0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120') NAILS B-4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF> 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 42 SYP BLOCKING [4t121-[12:12] @ 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 EDGE$ WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES A MINIMUM Y SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1N". O HAIL AT BASE 2 ROWS@ 4" O.C. W 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS@ 4" O.C. w) ad COMMON NAIL. © HAI L OPENING PERIMETER WI(2) ROWS H$i 4" O.C. W/ 8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/Bd COMMON NAIL O STAGGER ALL VERTICAL JOINTS & NAIL 49 V O.C. w) 8d COMMON NAIL O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER w/8d COMMON NAILS @ 4.O.C. (2) ROWS Q TOP & BOTT. © (2)Bd NAILS VW O.C. TO EACH TRUSS END OR O VERTICAL MEMBER IF GABLE END. EXPOSURE) SHEATHING NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN A31"X 2112•. DO NOT OVERDRIVE NAILS: FASTENERS SMALL NOT PENETRATE SURFACE MORETHAN le (2)- 2K TOP PLATE BEYOND 15/3T OSB EXPOSURE I SHEATHING == -__�- _��= !1 1SOLID7X II II ly 11 1 III II Ii 11 1 BLOCKING OALLSHEATHING EDGES r C III II 1 11 I III II (I I 1 1 (SEESECTIONX79 D - 111 1 I OPENING II II 111 II it WLLf C'. IIi x 1it I II fl 1 a0� PROVIDE BLOCKING f 11 II II I I I II 1 111 11 11 II AS REQUIRED PER I II 11 III 1 I I I I II I II II 11 I II it III I I II I III 11 II 1✓ SECTION X-X IF NOT _ y - - I II I I 11 I II I U II 11 FULL HEIGHT SHEET - 'o-- - © FLOOR SYSTEM III I I I V 1III 11 II 11 )III it�I 111 II II II __ _________ _ ALL SHEATHING A 2x RIBBON OR BLOOKINO BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/8. NAIL SPACING I_L SINGLE NAIL EDGE SPACING STUDS BEYOND. w 8 j IRA E PLAN i� rSE C grp �FF �W�a N- LLZ¢LL cN 2N/P.T BASEPLA7'E BEYOND SEE PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2 X402 SPF TURNED VERTICAL W/ 7/1S' FLRCH PLATE TO WF (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI (4) SO NAILS SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.rs. Tv SIMPSON-.CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONMECTOR&FASTENERS OFF 8YP CONWOTOR&FASTENFAB SW OPRAMETO HETAI6W(BJ10dx1 VT OR 1510 WAIS W(10)10d x 1 W OR 1870 MASONRY 1£TA2OWOOIDdx 11/2• HTAM M(1O)IOd x 110 OB FRAME TO FRAME H m W (10FM NAILS 535 S66 RT1AW(10)UNAILS an FRAME TO HiOAw/(18110tl a1.11' 1015 Am PITT Arl,7'Udx11TT 112m 1NO FRAME H10M2 W(1810dxi 1/T AT2FLY TRUSSES 900 0 to-2 MI18)tOdz 11M AT2ILYTRUISES IDBD O. FRAMETO MTS12W(14)IOd.11 "IATEXTEROR 8W B90 MTAM2W114)10lxIIZoATE PIOR FRAME LOCATION INCLJOE IS IN TOENAJLSI LOCATION INCLUDE i0fiNAILB ,180 OFRAMETO MGTW(=)l Od NAILS AND WA.T.R. W t2' E330 8885 MUCT16W(2A1lu NALSAND&CI" AT.R. W SASS MASONRY EMBEIX4ENTW9INPSGN'9ET"EPDXY 12EMSEDMENTWSIMPSON'SEl'EPDXY FRAMETO HTaR.A24)10dx1lW(ATEXTERIOR 1123 IRW20M(S4)1ALxi1/2•(ATEXTM1OR F FRAME LOCATION INCLUDE (9)12tl TOFNAILB 1310 LOCARp11NCLUDE )1ZtlT0ENAL8 1530 FRAME TO 0 HTNOW(0)Ntlx1 VT 1ATEXTEiIOR 450 2820 (2)HTWM WPBI10dx11R" (ATMINIU R ODD SOW FRAME LOIATION INCLUDE (6)t2tlTCENAL9 LOCATION INCLUDE(6)1RO10ENAUS ILA). RMMETO HOT-2 W(16)10d NAILS AND R)SW AT.R. Ht1GT2 W(1G10tl NMLSAN)(2)SA'AT.R. °9EI' O MASWRY W12 EMBF.DMEMMMMPSON SFT EPDXY (HDTa FaR3HH.Yj 16080 WtTEMBEDMFMWMMP90N EPDXY(HIXJT3FORS-PLY) M2D 9790 OFRAME R TO FGTRWII8)//4"x3•SDSWOWSCREWS 34M 4725 PFUSW(12)WWWWOSCREWSAND 7100 MASONRY AFD SU 1W x W TITEN HO ANCHOR BOLTS (4)a/4•x8•WEDGEBOLT LGT2 W(10) 16d SINKERS O(1) i1 FRAMETO &(7)Wx&,/P'TITEN2 1750 SON MASONRY SEENOTE88BEL0 ©2 FRAME TO MASONRY/ (2) LGT2 W (NI16E SIN'KEM & (14) 1N"x21N TITEN (Z RY TRUSS ) SSOOM 4OW4 R LUGT2 W (32) IN SINKERS & (10) lwx3'VAAOEEOLT(ZFLYTRuSS) 3100.M 31M41 H24M1F �7O'F OMIOF 4820E FRAME OR(28)16tl81NKER6FOR FRPAIE (EA) OR(32) lad SINKERS FOR FRAME(EA) JB FRAMETO MASONRY/ (4 LOT5W(24711a'x3'9D99CPEM9 &IeI LB'x5"TREN (2 PLY TRU88) 47S0 8570RA (2)WGT3WD4) T/4'x211WMN SCREWS&i4)3M"x5•MDKYTRUSS1 84SDM 771 5010E WSOF SABOT 7tOF FRAME OR (62I1Bd SINNERS FOR FRMIE (EA) OR(5glW81NKERSFORFRM,E(EA) O BEAMTO HJ410OPTMIC4la.VIUlW8<lO)l(M 131102480 H04100PTFD11dFW(20)15tl8(10110tl CAOSL SEAM NALB USING NALS m11X81 HU4IOCPTHUNIDWi(IB)TITEN CHASM HLFIID PX101F W(20)1Nx3' CHEESE OBEAMT0 MABONFY 1/4•#W'8,00)10d NAILS U51600 WEOGE.SOLT&(l0)lod NAL3 U8B5o O BEAMTO MASCNNY/ HU460PTHUG6W(6)1PdNAILS& (12)lWx23/4'NTEN(TO MA6.) 041640 1MB80 SOlo0 UO113S HDd80PTHU46wOUldmwA (12)l/4'x2W4'TAPOONS(TOMAB.) wan LAIDW 09201P UAW FRAME CR(12)16tl &(6)tOtl )FOR FRAME] 6YP-F SYPA C1902) MA IO) IW(FC,FRAME) SYRF SYPH.1 FRAME TO OU LIETA160PTPJ) HETA20 1920 1520 (D HTA16OFT(2) HIA2O LIDO O MASONRY 1.PLYw/(10)10dxI1R"OR 2385 4365 l.PLY W(10) 1 Od x 111TOR 2430 ZPLY W R2)15d 4fLV W 11a tBd HTSM16 W OtOd NAILS AND (4) 19W 11V SEA 111D HTWM/O W IS)l M NAILS AND (4) 11Bx13W tide 12M FRAME. TO TAPCCONS WE O MASON Kr OR Hr9M20 w/(10)1d1 NAILSAND(4)1/4'k2W AS 11f0 DRBCLT HTWMZDwl lt6pm NAILSAND(4)1l4•x1Sir TAPCON9 W6DOE-SMT 1145 120 P O FRAMPTO WIN W(8)WI l 10 NARSAN7(2) SSW T� 910 MASONRY TOM HD TAN FRAME TO DTT22W[8) W xl 112' WSWOOD OTB-TZ W(s) lie x11mmus VI000 0 MA80NTO 9CRIMAND(1) 1/TB A m SPOAEDW ,835 2145 SCREWBAND(1) 12'0 A.T.R. EFDXIEDW 1510 Ian SIMPSON'5EPSEE NOTEM SIMPSON`SET•SEENOTE84 FRAME TO HTl6W CRU iBtl# 1W NAILS MP (1) W. S HTTa6 W(an 161# ITT HAILS AND (t) MARCH ATR.EPDXIEDWBIMPSON•8EP 43n Wao, 59'B A.T.R. EPO%IEDWNMP30N TET' W05 SEE NOTE N RELO NOTE N PEW" FRAME TO HTT4 W(18)1Btl#LTC NAILS AHO(1)&9' B HTT45 W(IS) 1WA IW HAILS AND (1) e MASONRY ATA.EPDXIEDw/BIMPBCJ•SET• M40 4235 SIA"O A.T.R. EPDXIED W/SIMPSKN TET - 41M SEE NOTE N BELOW SEE NOlExw BELO LANO FFRIE TO HIMW(24)10dxl 112'NALS 785 910 LUGTl WrZIUMx112NA1LS B75 1046 QFRAME TO IM9KTW(d)1M'xT 1fC'SD3 VA300 no 7B0 itDHUWl9)/Odz11/T NAILRB 1395 INS MASONRY SCREWS &(5) 19k2114' TAPCONS (4)IRA•xI W1 TAPCONS VOTW(16)1/4'x9" 606 WOOD SCREWS& VOFRAMETO MASDROY 11) M'S A.T.R. SPOKIW W SMPSON"SET" 8665 490 W 12' MIN. EMBEDMENT TO (2) VGTW(32) 19'XT SOS MOD SCREWS OFRAME MASONRY A(2VW2 AT.R. EFOMED WSLUMC)N 5170 71M 'SET'W IT MIN. EMBEDMENT XORFRAME VGT W [1B)1I4'k6' 8DS WOOD SCREW58 now-9DCREMl0)IM'Mltrz•SDB WOgD 3286 466a MUOTIS W (22)10tl NNL6 & HR45 w/ (18) - 4160 FRAME SC�WS&(1)SN"BA.LR. 10d NMLR&1,1 Ms'3A.T.R OFRAME Y TO (2) HTT6 W= 10fala"NA1L9A 4375 WOO L2)HTT01M(S2T8ft21WNAL3 SOUS FRAME (1)m-BAT.R(SEE NOMA) &(I)Ns•OA.T.R.(SEENOTEM) R"w A1d r = wQ= 1. CONNECTAIL FLOORTRUNIES TO INTERIOR BEARING WOOD WALLSF WAMSw/R1 IN TOENAILS. 2. ,YLTRUSSTOTRUBSC MCTIONSAR MMICEDBYTWSSMANUFACTURER,UN.00NPHAN. 3. O.C. MAY USE EITHER MMP90N OR USPCONNECTKINO. SEE FRAMING FLAN FOR CONNBLTCi CNJ.OUT. 4. FOR MNGiE PLY TRUSSES, SCAB ON FULL HEIGHTSYP412'W-TOTRUSS VERTICALWEB W(2) ROWSOF 10U NAILS@ VO.C. STAGGERED. 6. CMU BONDBEAM U.N.O. S. SCAGGEMD;CHOTERATCNNECTO SUATCH $C RTRUSS. HOROWAW LLMBER6RE)W (2)ROW3Lod �4"FROM END84. O.C. ILOCALONAS SPOCENTERAT CONNECTOR LOCATION AS MUCH AS P0999LE. MUCH ® MINMAL CONNECTOR UNOONFRAMING PLAN 1. CONNECTION FOR ALLROOF/FLOOR�STOMAS WWALLWUNI&V ICE WALLA UNDONFAN 2. CONNECRONAT 24.OR 32"O.G PENDNG VERTICALS FOR ALL FLOORTRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F19I2/93.1 FOR MORE INFORMATION 3 CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRY WALLSACr WALLBNNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TC TOP OF 14MONRYAT 3Y O.0 MAX. W(2) AT EACH CORNER. MC. TO VERIFY LOCATION DOES NOT CONFLICT w?JI OF APPLICABLE) LAYOUT 5. CONFECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WAWSFAMS w/(2)IN TONAILS O MINMALCONFECTORUNOONFRAMINGFLAN 1. CONWOMONFORJACKTRUS6TOWOWWAILOARFAM O. MBHMALCONNECTORUNOONFHAMINOPLAN 1.. CONPECTONF°RMITRLISSESTOINTERbR/EXTERIMR RMGWOODWAMAMJ/°RBEPMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH,) SHEATHING -SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0"'O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END, THE SHEATHING IS TO BE NAILED WITH SKI NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R`105.1.1 - - - NOTE TO FRAMER - - - IF ROOFTRUSS 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, ADDITIONALFEE'S MAY APPLY, STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED; AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SK- FOR CODE COMPLIANCE T. LUCIE,�COUNTY BOCC REFER TO ROOF PLAN & ELEV'S. C.M.U. OR ICF WALL -_ ° " ~2 xTSUfigp COP w SEE TYP: WALL ---511 r ALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENED TO TOP 2x BLOCKING NAILED TOPCHORD OF PER NOTE 2 BELOW.. EVERY OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING W/ (2)12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES. SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRRERIA ON COVER PAGE. 2. 2X2 #2 MIN. P.T. W/ }CHANNEL SECURED AT 24" gC. FASTEN TO CMU W/ 3/16"x3" TREN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148"q* AT 16"O.C.) 3. (0 CHANNEL APPLICATION: 2x2 NOT REQUIRED S PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLArAN DETAILS (**)A LUMINUM So 1'A" BLOCKING REQUIRED; (***)VI MYL SOFFITS> 1'-0" SHALL HAVE FOR SOFFITS a 1'-0"MID BLOCKING NOT REQUISE'D MID BLOCKING. PERR704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4 =r-O" \®\311 BAttAI 0 1 O F?P, s"o'E ' o0 .' Cl A i v IOO a osoa�o"L • �Zi�rde aaas°7d ifll¢\ eN�'"e 5 w � f 4N ik ik g �o g�$ Up NetO{ J J J Jw IL LL LL ae��i aaN�5 W M 22y q a � J gSN Q w d Q A. ° w �_�' el��.. um min 3gg E,�W ® O R1 z J TU ,°- � WWW.FDSENG.COM ❑ ❑ ❑ Z 1"7 4n..P Z A Z N < a h xy �N n Z N 0.9 w I f(3 p W V N E W N O 4 F , Do to Q N o to 4 ® p MS HOMMS' FLORIDA CONTRACTORS UCENSE NO. CRC133014G 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: Wm 4) T-i LO Lij M J L"Ixd V) V) CO U V1 Model Name / Number: 2117 VI Plan Issue Date: Wednesday, May 12, 2021 VI KA PROJECT NUMBER: 21-4890 Sheet: 6 Of: ROOF PLAN CR IN LINTEL BEAM: -I I I I M I I I I J. COURSE LINTEL BLOCK W/ 1 # 5 NONSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN.TfTf1TTTTTj�T- LPP (ACI 530)) I�ILILI1II Jj_JL1j1�jJL�L�� TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT - AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS MATH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SIINFO E PLAN AND FLOOR PLAN. FOUNDALAN MIN. LAP 25• (ACI 630) FOR MO TOP OF SLAB. I MS021 TYPICAL SHEAR WALL SECTION -TYP. TIE BEAM W/3000 P.S.I. CONC- W/1 45 REBAR CONT. /,-SIMPSON SP4 WAS) -10d X 11/2 / SIPS OR SP8 FOR 2XG AND 2x8 WALLS rnpr�• ' PRECASTUMELREG. OR RECESS R �.w.... TRANSOM OPENING \\l.z FRAME INRLL f AROUND WINDOW • BY BUILDER SEE � WFDi FOR MORE INFO � (2) 2X8 WOOD HEADER ' TURNED SIDE WAY ' e+ ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 RANGER 0 EA. END. USING (6) 3/16- DIA. X 13/4" TAPCONS INTO MASONRY & (4)10d X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE SST PLY W/loci STAGGERED 0 6^ P.C. F.C. EACH SIDE SEE PLAN - OPENING - N.T.S. MS07 LINTELS AT ENTRY DOOR w/ TRANSOM DOUBLE 2x 2x TOP PLATE I' STANDARD HOOKS SEE MS05 FOR MORE INFO 01 TYP. FILLED CELL W/3000 P.S.I. CONC, W/1 #5 REBAR VERT. r1/2' BEARING WALL SHEARWALL FRAME WALL .M,U. a 2 SYP/SPF P.T. W//2- X 8" "J" BOLTS OR /2" X 6" EXPANSIONHORS OR (6) 3" X 1/4" ONS OR 7/8" HILT[TIX-DNIS2xBASE PLATE SEE • PLAN FOR MORE INFO I MS031 �`n / ^ur rw,., vv- ,.. I N.T.S. nIrn n, r1CTnu 2W MIN. LAP #5 REINF. BAR H 43 OR 44 REINFORCING 1) /e' BAR #3 A #�SPIC�CE 25" MIN. LAP REINFORCING BAR #ri STD. 90° HOOK #61 eR SPI ICIF SCALE!"-1'-0" 'MIN. #6 REINFORCING BAR ` GRADE 40 U.N.O. #6 1 Ap Sp MSOS I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT REQUIRE ENTS SEE TAPOONS SPACING #ROWS 2 x 4 1/4" X 21W 12"O.C. J. 2 x 6 1/4" X 2•4" 12" O.C. 2 2 x 8 1/4" X 2%" 12" O,C. ; 2. NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST � ..LINTEL i a BUCKS P.T. . ' BucKs W/ ; 1/2" O.S.B. BETWEEN i 'FASTEN PT i NAILER TO MASONRY i IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T,S. SIMPSON SP2'STOP AND DDT. W/ 1210d MARS O EA04 STUD 2 x 45PF AT 1W O.C. - USP LSTAW W/2VIOd NABS SEE PLAN FOR HEADER TRANSOM REFERENCE DETAIL WF02 IF RADIUS I I I / OPENING REQUIRED I I lil TRANSOM OPENING I I I ARCHED OR FLAT I II 2 x4 SPF AT I 2-2x4 SPF III - 16. O.0 / SIl PLATE I I I O J 7TT't 2X8 P.T. W/'A"X3" 1I ( 7I I•I TAPDDNS 0 6'O.G I It IN MASONRY OR 10d I NAILS @ 6" O.C. IN WOOD. PRECAST RECESS SIMPSON SPICM B -1 8}30d NAILS IL5 @ OT AND USP SPT24 W/ 12-1Dd NAILS @ SILL DOOR OPENING WF08 I LINTELS AT ENTRY DOOR w/TRANSOM 2-2X4 $PF TOP PLATE SIMPSON LSTA30 W/11-1ed TO PLATE & 11-10d TO COLUMN SIMPSON A34 W/ (8j•ed X 1 112 NABS. @ TOP IL BOTTOM OF HEADER 4X4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED w/101 @ 8" D.C. SIMPSON MSTAM36 MAY BE USED W/ (8) 1/4"X2 1/4"TITENS & 10-10d NAILS. P.T. SILL PLATE W/ V2"x8" ANCHOR BOLT @ 32" D.C. W BASE PLATE DOUBLE 23*4 W/ USP MP34 @ TOP 0 BOTTOM SIMPSON A34 W/ (8) Sd X 11/2 NAILS OPTIONAL FRAMING O TO BE 2X4 SPF UNLESS OTHERWISE NOTED, N.T.S. O ALL ELEVATIONS 0 0 s RmAR Ar rnr MIK m Rc�b i.in' cL£Ale ir• m � r •. mrz°or j .a 111 At yJiroM Q OP -PnM. c V-r EOTTOM Ifliu G Tars"AOn1AL r O",M N l -Ia- NARiES) !'NOMMAL act TYPE 0ES(6NATION F•FU-LE6WfMTVr T-D• RAT J O49NmY °F •a REBAR AT BottoM ov Wxrry .^„CNTT SF16-18/iT *WMIn4M. aIPYH A- �OJAMRY 7 wnrvAL saloon RGeAR cr MATERIALS 1. fc precast Iimels = 3500 psi. 2, f'o prestressed IiMels=60DO psi 3. fo grout - 3000 psi W/ MOAMLIM 31W aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength- 1900 psi. 5. Raba' provided In precast lintel per ASTM A615 GR60. 6. field later per ASTM AS15 GR40 or OREM. Prestressing strand per ASTM A416 grade 270 law relaxation. 7. 7/32 Wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head slid bed joints, 2. Stare filled lintels as redUlrad, 3. Installation Of lintel must OOmPly with the architectural and/or structural drawtnge. 4. Lintels are manufactured with 5d,/2 long notches at the ends to Wcammoddte vertical cell reinforcing and grouting. 5. All 0mels meet or exceed L/36D vertical deflection, except Ilrrtels 17'-4' and larger With a nominal height of 8" meet or efxeed L/180. 6. Bottom held added rebar to be located at the bottom of the [Intel oWty. 7. 7/32^ diameter wire stiMps are welded to the bottom steel for mechanical anchorage. 8. Castinconcrete may be provided in composite Ilntel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per AGl 318 and ACI 530 10.Limel min. depths are called out on lintel plan. It contractor installs a deeper Ilntel than Indicated on the plan, doing this Increases the strength of the lintel and is approved without engineering letter. It a smaller lintel is installed Contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels most be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed linters based on 8" nominal bearing. 2, N.R. - Not Rated. 3. Safe bads are tote] superimposed allowable load on the section specified. 4. Sane loads based on grade 40 or grade 60 field rebar. S. Additional lateral load capacity can be obtained by the designer by Providing addlonai reinforced masonry above the precast lintel. 6. One 47 robot may be substituted for two #5 relows In 8" Ilntel$ Only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at "way from tho face of support. If, 8• For Composite lintel helghle not shown, use safe load from next (; lower height. y 9. AR safe loads in units Of Pounds per linear fain. REVIEWED FOR CODE COMPLIANCE T. L CIECOUNTY ' B®CC PRECAST •U" LINTEL W/ 300DPSI LONGGROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE/WITH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED REINFORCEMENTC HURRICANE R N r /�T�CS.TOh•D■Ni ANCHORS 4(? i on (TYP,I-+11' U STD. 90 DEGREE REBAR ON BOTH SIDES ANGLE S000 P.S.1. OF OPENING U.N.O. CONC. W/1 95 DI . REBAR PROVIDE KNOCK-OU7 BLOCK FOR FIRST - COMPLETE GRILL COURSE ' .BELOW SILL & FILL SOUND :. W/ (I) #N BAR FOR ALL WINDOW OPENINGS 6'-8" ,. AND LARGE B^xQ"at 16' - CMU U,N.O. • - . SEE FOUL 7roN PLAN. SEE FOUNDATION FOR PLAN LOCAr{I®NS MS01 I BLOCK WALL REINFORCEMENT N.T.S. 8" x e" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA REBAR INDICATES FILLED CELL FROM FIB. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25' MIN. LAP (ACI 530) °at1�11111JJ JJ ' O TOF? + * O�- I Y �• JJ fYPIPH�IN �. OJ c N �Nype �1 Sm 0 d yya 0 d�c yid o_ R- in NZi a O J $>Bl LL 5 o J N p Z = O g c WWW.RJSENG.COM ❑ ❑ ❑ '', Z n ki Z 0 Q "•��Y Q fffft + � J N EL >, r y _ � 4s"vpt' p5 1n Z N (g m v� 0 Y T V O w� /ul .~ Ogg .� = Oo r U v Y Qom IT FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE T Job Information: d) .-I C Ur) UJ O v m (6 N m a Zi V a (� 0-IW� W ° J M (/) (n / Model Name / Number: 2117 I Plan Issue Date: Wednesday, May 12, 2021 KA PROJECT NUMBER: 21-4890 Sheet: Ra I Of�� 1 2x6 #2 SYP P.T. ° SIMPSON HETA 16 THE HEIGHT OF THE CHIMNEY SHOULD EXTEND 2 ABOVE THE 2x6#2 z'Xs' EACH END SEE FLOOR PLAN e POINT WHERE THE CHIMNEY IS 109 FROM THE NEAREST WEDGEANCHOR FOR BEAM SPEC. SIMPSON LSTA24 W/ ° SEE PLAN FOR BEAM BUILDING SURFACE. CUSTOM GALV CAP (12) 10d NAILS WITH SPARK ARRESTOR OVERHEAD SECTIONAL VERIFY STYLE ° W/ BUILDER DOOR TRACK W/ 3/8" X arm 1 1/2" STEEL LAG BOLT TAL MEFIRE STOP •.�:,� 1''I, W/ WASHER. MIN. 6 PER P TAIL TRACK TO JAMB. ON SHEET Y ^�;r '' • ON SHEET S-33 FOR ARCH FRAMING DOUBLE 2x PIPE STABILIZER (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" °o TOP PLATE WHEN REQUIRED o SIMPSON A34 W/ "J" BOLTS WASHERS SET IN " FILLED CELL W/ #5TYP. FILLED CELL ° (8) 8d NAILS 17 VERTICAL MIN. 5 PER JAMB. 2X4 #2 SPF STUDS @ 16" O.C. W/ SIMPSON ;.a " " SPl @ TOP AND SIMPSON SP2 @ BOTTOM SECTIONAL " i; ° SEE PLAN 2 X 6 CRICKET W/ EXTERIOR SHEATHING ATTACHED ® OVERHEAD ,� STUDS SPF#/ FOR INFO. STUDS W/ r PER NAILING SCHEDULE SEE DOOR 16d NAILS. e 1 Y+ataeaara gs'g ELEVATION FOR FINISH CONT. P.T. #2 0 @ 8" O.C. ,R* ry c) « '" SIMPSON LSTA24 t WOOD SYP 2" X 6" O •. W/ (18) 10d NAILS .`' mot. i1 `•�� `P�' TRIM uC>I{ �/ p PROVIDE 2x BLOCKING • ro'., :� °I; @ PERP WALL IF NOT b ALIGNEDw/TRUSSES 2"x6" P.T. WOOD JAMB n "'.' • 16d NAILS—� W/ (2) 12d TOENAILS a STAGGERED ° SIMPSON LTT208 a i DOOR AND CONNECTION PER W/ 1D-16d NAILS ;r:,b^ 2x BASE PLATE W/ (2) 12d GARAGE DOOR MANUFACTURER GARAGE SLAB ;; & D 1/2" X 12^ + ® �h R L L e„d" NAILS TO TRUSS BELOW 'A' 'A' WEDGE ANCHOR r�.® C (,, , a c.. @8" O.C. TYP, GARAGE DOOR aatsalrl- ILL°°0 m TRACK MOUNTING DETAIL ® WIN SIMPSON MTS12 W/ 1A-10d @ EA NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS 3 TRUSS DETAIL- UNLESS NOTED OTHERWISE CHIMNEY PIPE MIN. 2" TO TRUSSES CH01 TYPICAL CHIMNEY FRAME DETAIL 3/4^=r-0" MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 16 ENTRY HEADER DETAIL N.T.S. " a a to � r_ E�wgn F to m ror � [�•� �o �$ LL LL li His w Q3 LL a w 3 INSULATION PER FBC AND ENERGY a 2=111 f O O FORM SUBMITTED WITH PERMIT �g $ g ° J J APPLICATION PROVIDE BAFFLES m O w yl��" m m ' AT EAVES (FOR VENTED ATTICS) s" T £a - a 12 FIBERGLASS SHINGLES OR 8 2 0 = o 12 SEE ENERGY FORM CALCULATIONS ,'� SEE PLAN TILE ROOF PER ELEVATION FOR INSULATION REQUIREMENTS \ OVER APPROVED UNDERLAYMENT O SEE PLAN PER FBCR 90511.1.1 OVER APA HIS# W PROVIDE BAFFLES AT EAVE PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE ~ I a wNnv.Fosovs� ,n ❑ ❑ ❑ ' FIBERGLASS SHINGLES OR ' TILE ROOF PER ELEVATION TRUSSES 24 O.C. [RSH] - ON FRAMING SHT. FOR ,, , _ A :, ' OVER APPOVED UNDERLAYMENT ; SKrG & FASTENERS. n 1 .r Z o =• -*` SEE ROOF PLAN FOR z o �� PER FBCR 905.1.1.1 OVER APA ' INFO &LAYOUT DESIGN ROOF SHEATHING - SEE SCHEDULE- , ',l 'd d ,; ., ., TRUSS ANCHOR (SEE PLAN) ;; ; - _ TRUSS CONNECTION A., z PRE-ENG. WOOD [RSH) - ON FRAMING SHT. FOR ' ��`--MJ�.MI�.ti-/�-nJ SEE PLAN FOR , -''' uIi i ^ :'•"- - - - - - - - c,,, a aj ¢ - Q '- TRUSSES @ Z4" O,C SHTG & FASTENERS. • , — - — - BRG. HT. ,' -.' _ SEE PLAN FOR — _ 1'�`• � •+ i. 1/2. DRYWALL • TOP OF BEAM - i _ �' "+--e � Z w. TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • •' ETAL DRIP EDGE �Y' - r �.`" N ' TO BE INSTALLED ON OUTSIDE TRUSS PLATE (TYP•) FRAME FOR BUILT-UP ' - - ' SEE ROOF PLAN - V1 (9 ( . •, u „ a r, „ „ u „ v u , r v , . FACE 3/4" P.T. NAILER . ` . • f 2X SUSFASCLA = FOR BEAM SIZE & _ 1 N y 1 — - — - — - — - wf SOFFIT. SEE ARCH. CORNERS min POST 2x4 OR ��+ � � w 1/2 DRYWALL ,I i CONNECTION INFO 4x4 w/ 2x4 PAST UNDER EA 1 � METAL DRIP EDGE PLANS END OF SUPPORTING BEAM. Ns U 2 X 4 P.T. PLATE 0 u CURTAIN NAILER a 8 x 8 x 16 K.O. NAILED w/ Sd NAILS @ 6 c KEEP IN 3/4" FOR SHEATHINGLn 1/Z' DRYWALL 1 x 4 P.T. @WINDOWS LINTEL BLOCK D.C. Ln CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8.P.T. @ S.G.D. O.H. W/ (1) #5 DIA REBAR & AND LATH WITH FINISH TO TOP PLATE wmL (a) M SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES / a \ \ (TYP.) FRAME FOR COR-� W , N l6d TOENAILS SOFFIT. SEE ARCH. " v \O NERS FOR NON LOAD ptA� PRECAST "U" LINTEL " r' ° \ HB&G COLUMN WRAP OR ~ r'S v .I. 1/2" DRYWALL — SEE SCHEDULE BEARING SIDES NAILED -- / p ° p ° 2X4 #2 SYP P.T. FRAMING ' = N n 9 SEE PLAN FOR HEADER SIZE V < ° ° W/ MIN 7/16" O.S.B. c m °°.� w/ 16d NAILS @ 8" O.C. U 83 oQ \ \\PV pIn. 4 P ° ° SHEATHING ATTACHED PER Q w o n�o 40 NAILING SCHEDULE Qom, 15/32" OSB EXPOSURE 1 ON 1/2" X 8" J-BOLTS ` \ MAXIMUM OF (3) - 2X PLATES MAY BE O'H" EXT, WALL W/ ALL EDGES BLOCKED. f (TYP.)4 COURSE HIGH A.F.F. SEE FLOOR PLAN FOR ' ' `w L%' M'� : M]B"4 (1) CENTERED EA. i V I I ADDED BELOW THE HEADER W/ EACH SEE ELEVSEE TB13 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS i CMU BASE FILLED W/ CONC COLUMN SIZE & BASE , N w/ (4) VERTICAL RENT W/ CONNECTION INFO. (OPTION) STAPLE: 16 GA. 1 3/4" , w FLORIDA CONTRACTORS LICENSE N0. CRC1330146 PLY ATTACHED W/ (2) ROWS OF 16d STAPLE 0 Z" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON d FILL CELL -(1) #5 DIA,•) HOOKS INTO FTG &AT TOP i w ALL BEDROOM WINDOWS. h REHAB W/ 3000 PSI OF COLUMN �d SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY NAILS AT 8' O.C. , - " CONC. ALL LOCATIONS PLAN Al-A1 PLATE w/ 5/8" z B° GULFBREEZE, FLORIDA 32563 " SHOWN ON FOUNDATION ' �ANCHOR BOLT SET IN _ ALUM FRAMED WINDOW w/ SCREEN " &FLOOR PLANS DIVISION LOCATION: in(G.C. TO VERIFY W/ FLOOR PLAN N I' `E FOXY B" MINSIMPSON H EMBED. ISTRENGTH u LOCATION OF OPENINGS IN SIMPSON LSTA30 SEE FLOOR PLAN COMPLIANCE EXTERIOR WOOD WALLS. IF NO w/11-10d TO BEAM FOR BEAM SPEC. ,.. ODEPORT ST. LUCIE OPENINGS ARE INDICATED, FULL ' - 5TUDSAREREQUIRED). '2 &TO FRAME BELOW ST,..I..I.��cI COUNTY � Job information: r��^a��a NOTE: 44" MAX, SILL HGT. ON f , B� V'Aa ALL BEDROOM WINDOWS. ALUM FRAMED WINDOW A W/ SCREEN , CEMENTTROUS DECORATIVE n PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ 1x4 P.T. WRAP or FINISH 7/8" THICK PER ASTM WINDOW STOOL " SE E VERTICALS FILLED SOLID G926-98A u • e i STUCCO BAND PER SPECS SEE ELEVATION FOR MORE 2X STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY 4 P FORM SUBMITTED WITH PERMIT y MORE INFORMATION). SEE T613 q EXTERIOR FINISH - LO 1/2" DRYWALL ON SHEET 6 APPLICATION ' (SEE ELEVATIONS) O FOR NAILING INFORMATION FOR FTG. DOWEL #5 DIA. REBAR C) SEE ENERGY FORM FOR WALL SHEATHING. 1 x 2 P.T FURRING WALL INSULATION PIT. 2X #2 SYP. BASE PLATE 1 x 4 P.T. 17" IN CONCRETE - 25" CC (� REQUIREMENTS w/ 1/2 x SAB. OR 1/2" x 8" TITEN BASE NAILER -� EXTEND (ACI 530)ABOVE SIMPSON HETA20 O f�A� �+�� F HD) w/2" WASHER 1/32" O.C. SLAB. ALL LOCATIONS SHOWN w/10-10d TO COLUMN A Al BUILT-UP CORNER MIN 3 2x4 SEE FO c0 a 8 WOOD BASE ON FOUNDATION PLAN POST ' , ; OR 4x4 POST W/ 2x4 UNDER PLAN FOR FTG / � WOOD BASE MIN. 6" FROM END - SEE WS07 - - EACH END OF BEAM SIZES AND 0 _j U ZD `H 0- LOCATION O J LLJ �. M o FOR TERMRE SHIELD SEE FOUNDATION PLAN FOR . r J v ^ (^ OD LL SEE FOUNDATION PLAN SLAB INFORMATION 2 X 4 P.T. PLATE V' V J FOR SLAB INFORMATION TOP OF SLAB it — - — - — TOP OF SLAB NOTE BOTTOM STRAPS MUST BE + _. ,t-v �,r5 -e-�- --!w.; 4—' K -•-- Y - — - - - — - — - — - — .k'-a-. x r+-'x-. �Y * �. L — _ - - - �— - — ?'^^ INSTALLED ON INSIDE OF ® Model Name /'Number r' w COLUMN. DO NOT BEND -'r y}T>z� „ ° 2117 GRADE GRADE STRAPS UNDER PLATE, o °w.q° 'Ra 5 PLACE STRAPS IN FILL ° Cy +° " ° : 3 SEE PLAN FOR �N CELLS w/#5 REBAR .; ;; ; '; (TYP.)4 COURSE HIGH CMU BASE ' N =' ® Plan Issue Date: _11 CLEAN • ,• _ coMPAcreD RE -BAR QUANTITIES ilk' ; FILLED w/ CONC -SEE PLAN FOR Wednesday, May 12, 2021 ca HL, SIZE. TOP OF COLUMN BASE - 1 f it FILL ?- ::. ° - ' u r, ? 2'-0" AFF I 'fKA PROJECT NUMBER: SEE FOUNfS>4'T10N PLAN I, SEE FOUNDATION `i 4' • • _ ^ _ m 16" FOR FTG REQUIREMENTS .SEE PLAN �[ PLAN 21-48i�9O r. Sheet Of: NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/a° =1'-0° WS01 TYPICAL WALL SECTION - 8" CMU s/4" = r-o" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. CD2H COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S. TYPICAL FRAMING DETAILS 8" D BLOCK TIEBEAM W/(1) #5 REBAR U.N.O. WHEN REQ'D RECESSED PRE -CAST LINTEL NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT, 2x4 BLKNG AROUND CURVE. MIN, 2 TITEN ANCHORS TO 2x8 (SEE PLAN) \` • 7/16".O.S.B. ' �i��. 2x8 W/ (3) 12d EA. SIDE TOENAILS EACH END 2X SLK'G. /16" OSB W/ 6d TO O.S.B. NAILS @ 16" O.C. W/ 2 - 8d TO SIDE & TOP NAILER EA. END 2x4 SPF CONTINUOUS EDGE VIEW BLOCKING ATTACHED TO 7/16' OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOORAPN'G WF01 DETAIL @ ARCH WINDOW FRAMING WOOD WALL OR TRUSS. SEE PLAN SHEATHING VARIES W Y ROOFSLOPE —2X4 CONT. w/ (3) 12d COMMON NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES @ 16" D.C. (3) 16d COMMON NAILS(TYP) — ^HEADER PER_/ LOCATION 7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER .2x W/ (3) 12d TOENAILS EACH END TYP. R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) -2x4 SPF CONTINUOUS , AT 16 O.C. BLOCKING ATTACHED EXTERIOR SHEATHING 1 TO 7/16" OSB W/ (2) 8d ATTACHED PER NAILING.. ' NAILS. SEE DETAIL ABOVE SCHEDULE T813 ON ' SHEET 7AND 7.1 n n 11 1 T-0" MAX r WINDOW OR DOOR OPN'G BUILDER FRAME CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ONLY IF NEEDED. SEE PLAN SEE PLAN FOR BEAM SIZE 2X4SPF I RADIUS AS REQUIRED :SINT,S. ETN.r.s. WF14 KNEEWALL @ENTRY FRONT WALL 1/2' 1'-0- WF02 DETAIL @ARCH WINDOW FRAMING PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2)12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) STRUCTURAL SHEATHING MIN. NAILED W/ Ed 48„ 7/16" 2x4 STUD - \ COMMONS @ 3" O.C. @ PER PLAN EDGE & 6" O.C. FIELD RUN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE ` BOTTOM OF FALSE BEAM NOTE: @ALL OCT. CONDITIONS ATTACH 2x STUDS OUBLE 2xB TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. TOP PLATE SEE GE05 FOR `� � SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD STANDARD ` `�� I �l� (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN ' GABLE END FRAMING T I �. j �� TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN Q7 SYSTEM IS APPLIED SIM, W 2x6 2x4 w/ 2 ROWS OF I `N\ .` STUDS) 12d NAILS @ 3" O.C. `, `, TOP PLATE TRANSITION ` CD Z FS PIPE OR DUCTw/ UBLE 12d PENETRATION THRU TOP SPLICE I, *I (n TOP PLATE w/ MORE a THAN 50%OFTOP ROWS12d r2X TOP PLATE TO i. 0 PLATE WIDTH INSTALL @:3" O.C. GABLE END W/ 16d SIMPSON PSPN516Z NAILS @ 6^ A.C, j J w/ (12)16d NAILS TYP. I TOP & 80TT. * , NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD SIDE TYR. TOE NAILS MAY BE SUBSTITUTED W/ 2X4 STUDS 0 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS _ PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING NOTE: COVERING PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL ,D02 SHEAR TRANSFER EXTERIOR WALL N.T.S ® vp m D m 1" 1Y° 1W" 14, 4 Q Q (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED led ROW OF STAGGERED 10d COMMON WIRE NAILS COMMON WIRE NAILS INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OIJTSDE FACE) (D=0.146",L=3`I OR EQUAL (DNE .0162%L_3-/2-OR EQUAL ID=0.12%L=3-1/2I OR EQUAL 110ENT WAS ARE DRNEN FROM 3) FOR 4-PLY. PROVIDE 1/4'DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 16.3 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST.4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •r. N. F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 11/2- NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. GE15 FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/4" = 1 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS 16 O.C. RIPPED BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. Y 1 `KING 7/16" O.S.B. VERIFY HEADER ELEVATION Q IF ONL O, (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. EA. SIDE 2X BILK-G. TO O.S.B. W/ 2 - 8d EA. END 5/8" x 8" EQUALY SPACED y V� PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING X 4 WALL I 2 X b WALL KINGS JACKS KINGS SIZEJACKS EA END EA END EA END EA END LESS THAN 4' 1 2) 1 2) >4' BUT <9' (2) (3) (2) (2) -0" - 16' 3 9 3 1 14 CONNECTOR REQUIRED (3) 16d SEE PLAN �P4 AT COMMON 2X CRIPPLES @ 16" O.C. 4" O.C. NAILS(TYP)� �OR WLL TOP 014 SP2 TOP AND BOTTOM Cmu- 0j,//// ! • • • 1 A L I A WINDOW OR DOOR OPNTG i-CMU * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYR. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO.&SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE STRUCTURAL SHEATHING EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 R-19 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE CUP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE 1 I 1 '--STUDANCHORING: 1 STUD :TOTOP PLATE: SIMPSON 3P4 i ram- 2 X 4 SPF AT 16' O.C. STUD TO BOT PLATE: SIMPSON SP4 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL IIF21 KNEEWALL @ ENTRY FRONT WALL EXT. OUT BEAM TO SUPPORT SIMPSON HUC410 TRUSSESIF SPECIFIED ON PLAN BUCKET SEE ROOF - PLAN FOR MORE INFO ; I SEE ROOFPLAN FOR BEAM SIZE & CONNECTION INFO 1 1 1 , 1 1 -- -- SEE FLOOR PLAN- -- FOR COLUMN SIZE & ; ______ __ ___ ____ ` BASE CONNECTION INFO --_.___ -' OPTION A OPTION B 1/2^GSBFLITCHPLATE REQ'D ONLY WHEN INDICATED SEE FLOOR PLAN FOR ON BEAM SCHEDULE/PLAN COLUMN SIZE &BASE —SEE SCHEDULE CONNECTION INFO 2-ROWS 12d NAILS SECTION A -A STAGGERED @ 1 1/2" = 1'-0" 12" O/C EACHSCALE: FACE OR 3-ROWS 12d NAILS STAGGERED @12' 0/CFOR2x10 OR GREATER HEADER A A SEE PLAN FOR —DOUBLE 2 x #2 _ !''--__� OF BEAM TOP M FOUNDATION I FOR MORE INFO SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE 2 X 4 #2 SPF KNEER-13 JON� INSULATION AT EXTERIOR STUDS @ 16" O.C. WOOD FRAME WALL PER FBC STRUCTURAL SHEAAND ENERGY FORM SUBMITTED BOTH SIDE FROM TWITH PERMIT APPLICATION TO BOTTOM AF BEA(WHEN EXTERIOR WALL IS PER NAILING SCHEEXPOSED TO INTERIOR SPACE) SEE PLAN FOR BEAM SIZE BUILDER FRAME 11 11 RADIUS AS REQUIRED 1 1 i 1 1 2x BUILD -OUT BEYOND JF3B KNEEWALL @ ENTRY FRONT WALL N.r.= WOOD BEAM SEE PLAN FOR SIZE 10 1 . 11 �I 1 � 1 1, 9 I TYPICAL BLOCK WALL ', SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 6" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20'S w/(12)-16d EA TO COL, ALT:(2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM CDO4 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. 12 SEE ELEV. ITYPI SIMPSON SP2 @ EA. STUD ' APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4' O.C. BOUNDARIES 6" 0/0 EDGES & 8" O.C. FIELD R-19INSULATION AT EXTERIOR ' WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD 2"x P.T. PLATE ' 1/2" X 8" "J" BOLT @ 24" O/C MAX S^xS"x16"K.O. BLOCK W/ 1 #5 CONT. CMU WALL ERED WOOD TRUSSES @ 24" O/C I'L++,��IFT"ONNECTOR (SEE SCHEDULE) LJq fix 2"x4" TOP PLATE ST. LL; --2"x4" STUII$ @ 16" O/C /—CRICKET AS REQUIRED D D D =_= ` \ MAIN SPAN ROOF TRUSS \\\`'�(•SI L�o��Py , p0,^r' tgp s 1 , ` 4L ' ,n �� 0. •'H a d G�.° v' m i c 3 5Ifi1.2 W Q m m0 " 1. 00 3 R rL' Ii li pSUE Is D. a @tI- QA LL w Pl ® O s`ul W09 Mm•" @ � 2� a d a 98�t2 a J N g �l i = WWW.FDSENGOOM ❑ ❑ ❑ L z a - o � z o -3 d J N g to a 1,n N z� Ur m QJ 4- W IW — m j ear W " y�(/I fcq U - cv E W t p U iz wo aC4o°� Iem FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: _ PORT ST. LUCIE / Job Information: O Ln W � U M m +_ M %� m 0- MM3 E L Jm(n(JD PIT Model Name / Number: 2117 Plan Issue Date: Wednesday, May 12, 2021 T KA PROJECT NUMBER: 21-4890 Sheet: Of�. M, fT�l:�►►�i_�4t��r�:�:re�►cc��ar_�r■ N.T.S. WF39 TRANSOM DETAIL AT ENTRY WF09 I WALL HEADER DETAIL CD11 COMMON BEAM ATTACHMENT N.T.S. WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=i'-D" TYPICAL WALL DETAILS MAX 9" UNSUPPORTED -1 2X4 #2 SYP BLK'G @ 16" O.C. W/ _ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2)160 NAILS EA. END. SEE [RSH) SAME SPACING AS B0170M CHORD LATERAL BRACING --^ , SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN ' '- �'` (MIN. FIRST 4 BAYS) BLKG @ 16" D.C. ' OR TO 45 -. � AX 9" UNSUPPORTED SEE STRUCTURAL NOTES ' ' MINIMUM 2"x4" - -- ' '`` 8d NAILS @ 4" O.C. I 2X4 W/ (2) AND NAILING SCHEDULE 1F> 9" 2X4 #2 SYP FOR SHEATHING DETAILS BLKG @ 16" D.C. O.C.SYP X 0;131 @ 8" O.EA. SIDE O X .131 , CROSS BRACING - t "` WALL AND ROOF WALL �•' ' SEE PLAN FOR ( . a .•.� •• SHEATHING SEETB13 ' ' LOCATION) ` BLOCKING - i �•• • • FOR SPECIFICATIONS 2x4 SYP L BRACE FOR 2X4 #2 SYP BLKG @ 16' . W/ ' / ,° IF >.9" CONT. 2X4 #2 SYP W/ (2) • i •s• 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. (2)16D NAILS EA. END. SEE [RSH] ; ; 10D X 0.131 @ S" O.C. EA. SIDE ' , ' ". •. t�'. APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR THEN 48" O.C. AFTER. NAIL w 312tl ®EACH N I & GABLES 6'-0" AND TALLER. SCHEDULE FOR SHEATHING ' ' 2X6 BRACE NAILED ' SIMPSON MT512 @ ATTACHMENTS ( MIN. FIRST 4 BAYS) t ,° • �• CROSSING AT 45 ANGL ATTACH L BRACE w/ TO SIDE OF GABLE LOOKOUT RAFTERS `�� a - ` (NOT REQ D WHEN GABLE IS 12d NAILS @ 4" 0. C 4SP OR SHORTER) FASTEN 1 SIM ON HGA10 TRUSS WEBS �° If APPLICABLE ; w/ 12d NAILS i RACE CONNECTOR FROM GABLE TRUSS CONT 2x4 SYP OR SPF SPANNING (4) @ 4" O.C.WHEN --STRUCT. SHEATHING ' SILL PLATE w 10d @ 3" O.C.° BRACE TO / TRUSS BAY$ (8'-0") NAILED2x4 , GREATERT AN 3'-0" 7 16" MIN. THK. - SPF CROSSBRACE /W/ (3) 12d - - &1AGONAL 312d TO CHORD (MIN K/PLATE NAIL GABLE TRUSS @ 48" O.C. - NAIL w/ �' �° NAIL w/8d COM. @ "� >: PER JOINT 1ST 4 BAYS TO TOP PLATE w / / ' 3" O.C. EDGES & 6" (3) 12d AT EACH END & AT ` ,, 16d NAILS ®4" O.C. T. PLATE 1/2"x8" ANCHOR BOLT CROSSING AT 45°s ANGLE '° s'{`' O.C. FIELD , ,' • ` CONTINUOUS LATERAL BRACING- , 4 BAYS 2x4 SYP OR SPF BLOCKING AT 48" O.C. MIN. NAIL OVER X-BRACE AS SHOWN- BETWEEN TRUSSES @ 48 KNOCK OUT COURSE TRUSSES 10d @ 4" 0.C. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR FOR NAILING O.C. MAX. FASTEN TO EA. TRUSS w/ 312d NAILS EA. MASONRY WALL CONTINUOUS 2X4 SPF ; , , SPANNING (4) TRUSS , �' GABLE TRUSS `�`� SYP W/ (3) 12d Cm EACH TRUSS WEB END BAYS (8 Fr) NAILED TO I ,� .' 2x4 BLOCKING @ 4" O,C. " �° NALL TOP OF "T" ( ` w/12d & (3) 12d TO CHORD '� ' TO GABLE TRUSS ' ` " ROOF SHEATHING, SEE NAIL TOP OF "T TO GABLE TB13 FOR ATTACHMENT ,° 6 W/2.12d & (1) t TRUSS w/ 2.12d AND 1 I ` 10-iOc i1/2" OVER JACK TRUSSES, SEE 10-10dx11/2" NAILS � PLAN. SIMPSTB01 • �` ' SIMPSON MTS12 w/ 2X4 SPF BLOCKING 14.10d x 11/2" 11 BETWEEN TRUSSES i TYPICAL CROSS BRACING DETAIL N.T.s. TB02 �� _ TYPICAL CROSS BRACING DETAIL N.T.S. ` FASTEN (1) SIMPSON HGA10. @ 48" D.C. w/ 81/4"x11/2" 2x4 BLOCKING w 212d TOENAILS SDS WOOD SCREWS GABLE / @ 48" O.C. MAX W/ NAIL TRUSS BOTTOM NAIL DEADWOOD TO 3-12D NAILS EA. END TOP PLATE w/16d @ 4 O.C. CHORD TO 2X4 DEAD- "esz r Toad t)p - g ' :} Ca -- `'"✓,• w 4 NAIL TOP OF "T" WOOD IAI @ 4"O.C. '• PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE BEAM / TO GABLE TRUSS w. 2-12d " • `� tx '•� CENTER LINE OF HIP/RIDGE, TYP. TRUSSES W/ 12D FRAMED WALL OR BEAM AND 1SIMPSON H8 w/ BELOW, SEE PLAN. 10d 1 1/2" NAILS " BAYS SIMPSON LSTA30 w/ ZT ; ''' ti' " •�• e' BETWEEN (2) x 141od @a6" O.C. ea D NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE - - - .# t:.r CHORD FRAME WALL OR BEAM 04 BELOW SEE PLAN. +°%��`�'•'F p TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GEO1 GABLE END BRACING N.T.S. GE05 GABLE END BRACING - FRAME WALL N.T.S. WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP 'gsggyms;. cs,�rr` p TRUCTURAL `------ PACE G.T. SHEATHING 0 ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD 3 TO PREVENT SHEATHING JACK - - - -- OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS 6" O.C. - 2x8 SYP BRACE NAILED SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE AX 9" UNSUPPORTED MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) AND NAILING SCHEDULE TRUSS CHORDS 3'-4" IN FOR SHEATHING DETAILS IF 9" 2X4 #2 SYP _ USING 10d NAILS @ 4".O.0 BLWG @ 16" O.C. (2) 12D NAILS MINIMUM (3) 12d 2X4 #2 SYP BLKG @ 16" O.C. $ 's ROOF AT 12" O.C. MAX " SHEATHING PER JOINTLMINIMUM 2" RA SPF OR * SYP TRUSS BRACING W/ (2)16DNAILS EA. END. SEE RSH SCHEDULE FOR SHEATHING [ ) `. '� SEE SPACED AT 1-0'-0" MAX ATTACHMENTS. (MIN.. FIRST 4 BAYS) IF> 9" CONT. 2X4 #2 SYP W/ (2) pal w r ro PI00 AN 1— 2X4 SPF CROSS -BRACE 10D X 0,131 @ 8" O.C. EA. SIDE S� qua pp m LL LL @48"O.C.- NAIL w/3 � � � STRUCT:SHEATHING?13 2X4 BLOCKING TRUSS CHORD 12d AT EACH END & AT ; \ �' 7/16". MIN. THK. - ,; $ w a .BETWEEN TRUSSES HIP TRUSS (GABLE END) CROSSING AT45°kANGLE ' TRUSSES , ' NAILwICOM.@ #��B�n$5 a m� w 3 SECT. i r 3" O.C. EDGES &6"�� dO.C. CONT1Nuous 2Xa SPF ;•g0,9SPANNING FIELDTB03 HIP /RIDGE BLOCKING DETAIL N.Ts. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.s. (4)TRUSS '� ` , $'-&V.W m'2X6 H8 w/ SYP 10-10d x 1 1/2" BAYS (S FT) NAILED TO ~` r 2x4 BLKING @ 4" D.C. w/12d & 2-12d TO CHORD .'� GABLE TRUSS ; #N 10 aSIMPSON €2 ¢ a k $ s `o a 2 N is 2X8 SYP ❑ ❑ ❑ CHORD BRACE 2x4 SPF BLOCKING - GE04wWJ.OSENG.COM W 12d NAILS BETWEEN TRUSSES In 8" O.C. @ as" O.C. MAx w/ S4" z =,, (2) LSTA18 312D NAILS EA. END 0 TRUSS NOTES: CONTINUOUS w/5-10d x 1 1/2" TO 2X6/2x4 SYP STRONGBACK & 8-10d - SEE DETAIL NAIL GABLE TRUSS Z O CIL)a — 11111011 I. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO AN51/TP3-2014 TTRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA L4 GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND STRONG -BACK x 11/2" TO "T"`BRACE W/ 12d NAILS EACH ,. TO PLATE w/16d @ 4" D.C. y 'H �L BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT B" O.C. TOENAIL EA. '' Z N jr�r _�7II IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OFSHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMBED TO E w LEG TO PLATE W/ M TO 6 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY i & SIMPSON 1/2" A.B. N CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES ANY ONE AREA SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. - ) ^ ,', HGAI 1/4" ' HGA1O' " @ 48" O.C. MIN; " . y SPECIFIED BY THE TRUSS MANUFACTURER ALL - �^ ^ % 1 1/2" SDS OR SD 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. BE 2X4 DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. EQUAL - s °. —KNOCK OUT 0 0 3. ALL BRACES SHALL NOMINAL BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 2x6 PTA w 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED COURSE c ai ATTACHED DIRECTLY 10 THE BOTTOM CHORD OFTHE TRUSS. S. PROVIDE TRUSS BLOCI(NG AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 2X4 "T"BRACE(2x4 SPF) 4 BAYS PLATE — _ co a(10 ' SEE TYP. TRUSS BLOI DETAILS SHEATHING SEE GABLE BRACING DETAIL U � � G " " . 6 3T0 4ASSHOWN ALTERNATE - U9 ©p GE04 'I ° T BRACE CONNECTION @GABLE END W/ VOLUME CEILING 3/4" = 1'-0" GE03 GABLE END BRACING w / VOLUME CEILING N.T.s. ACES TRUSS SPACES �c .N D 4m _ /��yl Er di, DAMSMIS ■■I� RUE VERTICAL SCAB 2X6 #2 SPF 48" O•C. W/ (4)12d TOP & BOTTOM OR H5 '"� TRUSS (2} NAILS N TO E TRUSS FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE OF (4) 10D B REQUIRED 0 RAFTERS GRE TER THAN WO" 3000 GULFBREEZE PARKWAY SEE PLAN W BIE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE�NG.TRuss SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: �`� WALL VARIES w/ ROOF SLOPE A /• PORT ST. LUCIE �� SEE STRUCTURAL NOTES AND \ NAILING SCHEDULE FOR NAILS (EA. RUX"'E \ // / SHEATHING DETAILS END ® Job Information: WAY BE WAY BE NAILED w/ MIN. VERTICAL SCAB 2x8 #2 \ 2X4 SPF BLOCKING \ '. (4)12d WHEN IT LANDS SPF 48' D.C. W/ (4)12d \ BETWEEN TRUSSES NEXT TO PRE-ENC. TRUSS y$ auuNG. NAILED 0 EACH TOP & BOTTOM DR H5 OR \ \ @ 48" O.C. MAX. ''• w(3) 12d NAILS WHEN HCLRREQUIRED 0 RAFrFRSLL IN PLACE OF (4) 12d SID17 REQUIREDw/12)Mr312'3 GREATER \ \ / / \ / �' B THAN8•4' ( \ 2x4 SPF BRACE \ \ ® 48" O.C. - NAIL w/(4) / ,�' ,'� 2X4 SPF BLOCKING EVIEWE FOR -- COLLAR RE EVERY 301 \ \ 12d AT EACH END & \ \ ALTERNATE DIRECTION @ 48" O.C. MAX.w/ 2X4 BRACE@ 4'-0" ,'� ,; • ` `` .,I� " (3)12d END NAILS is ' ® . SHEATHIN RAFTER \ \ ON CENTER ► EACH END ' '�' L CpI� gam. ,y 2X4 BLOCKING BETWEEN ca ) BEVEL CUTS (OPTIONAL) . 4"� s u T, l ' ,' �9 O TRUSSES W/ (2) 12d NAILS , , &7 r"C 4)0 � EACH END. CONT. EACH BAY ' B TB 2Xa SPF W/ (2) 07X3.1/2° / ! TRUSSES ALTERNATING OB WOOD SCREW EACH TRUSS -0R FIB @ 48" O.C. / / SEE PLAN / / , BLOCKING - r PItEENG. TRUSS \ / / m 4) R7 0) a COW. -ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ ! / \ \ / / / (0 F, y . • • ¢rl C. SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / TRUSSES - M O J uj Z) B TWEEN 2X4 P.T. BLO`VJNG BETWEEN 1L WOOD ,�(• 2XB #2 SYP RIDGE BEAM (USP MP4) @ 2%0" ON CENTER \ \ / / , ' ' 2 Co LL J `� TRUSSES w/ (2NG B AT01 EACH END TRUSS 2X6 RAFTERS @2'-0"O.C. 2X4 SPF BLOCKING \ /\ / BETWEEN TRUSSES i i ® Model Name Number: MAX E V \! / MAX. w/ (3) 12d COMMON @ 24" D.D. MAX.W/ /• Ml , . WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN / • \ \ (3)12d EA. END (TYP.) 2117 (SEE PLANS FOR TYPE) 4 Fr 0 2'-0" D.C. MAX W / (3)1DD CONC. MASONRY COMMON DOE NAILS TO RIDGE B SEE PLAN - SIMPSON HGMAIO J 2X4 CONT. AT STEEL OR WOOD 1/2" GAP 04'-0" O.C. MAX. ® PIaT ISSUe Date: T&BCOORD SEAMING SUPPORT Wednesday, May 12, 2021 TYP. WOOD TRUSS BLOCKING A A ALTERNATE BLOCKING 1/2" SPACE ® KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING EXTERIOR INTERIOR _ SEE PLAN FOR MORE SHEATHING INFORMATION I 21"4890 2x4 S.Y.P. @ 1-6" O.C. 8" C.M.U. SEr PLAN FOR REH.IF. Sheet: -, a Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.Ts. TB14 NON -BEARING EXTERIOR CMU WALL TB15 EXTERIOR NON -BEARING WALL DETAIL N.T` � ROOF FRAMING JJJ AND BRACING DETAILS EM ;- 6" 0 110 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16H 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, 6" SPA EVE 6- 6" 6" SINGLE DOOR 2A /E N SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES 61, 6„ 3" 6" 3 3" 3, 3H 3„ ' III _ _ III ( I i" 3„I Ll 13m 3- 3" DOUBLE DOOR W/ SIDELITES ;11 6' >PACE =VENLY 7 6 6" 6, 3„ 3N 6n DOUBLE DOOR LOCATION F BARRIER TO BE V-O" IN FRONT OF MECH. OR APP. WHEN REQUIRED, 4" DIA. CONCRETE FILLED PVC. PIPE. ® TOP OF SLAB I it it z IN, Ile. 11 ° I - Ir - jr °I 16" MIN. DIAMETER CONCRETE FOOTING Pr,� • BARRIER DETAIL 6" SPACE EVENLY 3e N Ocw ft00t T" - is to use In Stnt. SHINGLE INSTALLATION GUIDE a. S. SEALANT L E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NgIL3. 3/0' MIN HEID3.6 PER SHINGLE. Soo' Dad" aw ` URd" A• 4Va9 ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPUED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND MINIMUM or6"ABOVE 6" X 6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT HNEEWALL T ENTRY PLASTER Sr!! SEALANT ROOFSHINGLES _ FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED LWHORIZ. AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS- 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN,) GLUE STRIP w/ ADHESIVE SEALANT & SCREW W/ 3/16" •`"'' x 3 1/2" PHILLIPS FLAT HD. HTAPCOND 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 HD."TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S I W MIN. EMBEbMEri1 T gX W001? FitAJIM1E 'LB WOD 6CREW BY OTHERS SHEATrMG By OTHERS L.. M' a 8Y OTHER5 O,i4. WINDOW HEIGHT ESfTEiij( TNTERTOP TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 6 ft9053.9.6 DRIP EWE. SHINMHE ORIF S.0t AT EAVF9 E A WN1L UM SHINGLEROOEE. EDRIPTOeE WALL EXTEND OF in Casten). WE DRIP EDGES SHALL EMEno tam FNNGANO EMEND AADH ON THE ROOF A A MNIMM MUM OOF 21O DRIP EDGE AT EAVES SHALL BE NDFRTH TO EF AYMEIFD WITS THM OVER OR UNDER THE UNDEidAYMEm. F INSTALLED OVER THE hWID HOFRO, TIERSSHALL TAA MINIMUM 41n WIDTH OF ROOF CEMENT INSTALLED OVER THE DPoP EWE NOD A . EDGE SHALL 9E MECHANICALLY FA EWadAMAXIMUMOtTICAOF IN ON CENTER. NHEREH SeCTI d AS DETERNaNED N CCOWIF9 WITH SECTION R30S.MEAN ROOF MPH (ITT KM/ia OR T U0,0fl OR THE MEAN E ROOF HAUL NIMHA I ALFEETa0A6aAMAONPEOGESaHALL BE ON CENTER r1L4TENED A MA%IMIIM CF#INCHES ON C9ViEP Sao" xmunting Fin Bdoeft Rxad VmN yJkld3A' d.. Maxim" Faslmler SWdrip Wall Fgminir (lambs, Head and Rb) #2Sprua/Pim/Fir SHIMS #10 x 1-112" Sure. "Winum Paneradpt G19bead1-3/8- CROSS Section V hew Mm=" 1 v2- sIII Eeerim5heathing " You may wish to predrill the mrallabon holes in the fin at this tine. d I the gvjx#xw hues In the m&klft Rea as dw Ore not Stgr2 Apply a generous bead Ofskonemae baikskleofthemotaitigMl. Use enough SMCOM m sufficiently fill allwMs between the An and the wall sheathing. Rep 3 Insist the widow i= the opening from the outside The WW40W Is wbded "Inside" and "outiol but d these labels haw, been rerenais,the lazkV bead should always be to the Inside of the building. iG 1It? 70 4 the ndit Is plumb In the Instaevery d feet. under the s should be Opening,apbbetween willow and The shwid be basically orntaed in the N with Do nume than the window wall (remit lab`\g. ' TO 0 A` ` ^ m� I�vS• ^ ssa •"'�'.' Step 5 Install a#10x I-1jr srmv 4" from the oomer of the fen at each end of the head, sill and both iambs. R6 Install the Remaining fastenerIn a" inc ep rements crements from the comer screws to the Date of each fta Name member. Use m not to OW tighten the SOMAS and pin them Mrough the fin.AND, make sure INS srTews ROM straight and do not am the frame to bow. `%,^VJ �b6 fl �;O •; a Il hatangshould be a minimum of #2 SpmmJPFiq'Fir. tents should be#10 scrawsofsufficient kato to achieve 1-3/8" penetration Mho the wall and no less man ll2"from edge of running." �`' i. LL ! LL •" t �� +;.' N\',r^ J�'lp Rehm 'des neededmeach title of Gemem addeve B' of Frame Masher 10" 1M R8' 34' 42" 50" ' S6" 86" 74' 82" III98" Number of Faslaers 2 3 4 S 6 7 8 4 1a 1 11 1 32 1 13 SMap7 RenMws excess silicone uouve Our from wound the An arid for holes m wos. Use sXmone to fill olds.\�^^�� RIP a If desired, a foam Ine bit on an be applied upthe interim gap between the window and wall framing. IF applied, tlasmoAae Me MOM EXPANDING 7YFEC IN. / iI % /✓7 dffd,d'�S i➢1➢➢ Step Rena INI windows aretyplcaily used in rooms with Nigh mdsore, k; b*ff mb It is recommended dmt the interim gap between the widow and wall framing also be sealed wdh Alcoie and toglgl so as not to Interkre with the imaaatmn of ! wallboard, no or trim. 1 , Rep 10 Onxe all construction Is compete, remove the bubble wrap from the inslda bnd outside of the widow. If rarity, clean the blods with a Mid detagent and warm water using a soft loth. I. Failure to follow these procedures will Vold any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. a d I "T m 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION.IC13 F to 00 r ro SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION o� �g�pig-28 o AND CALL OUTS.p cogs w °w Lo "gd8 a Product Approval Submittal Affidavit Y Do Zgz ouIW� oBuilding Address: Contractor: �a -��M61 m 2Building Permit: °ergo�; o� Product Design Manufacture Model # Attachment Approval # 90 " J Pressures Method !°- WNW.FDSENG.COM ❑ ❑ ❑ Roofing: 1st Choice 1 7F COUNTY APR, IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING r 0.1 z_ NAILS. 3/8a MIN HEADS. 6 PER SHINGLE. - Z g W/ 3/8" MIN PENETRATION THRU SHEATHING. . Z C4 10 10 ROOFING VENTS: a �' a DADS Florida Meal !OM FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL COUNTY APP. rvdu s c. - t" OM MAX, FL21580.1 R-2 z M ROOFING UNDERLAYMENT: N a! mow= 1st Choice TAMKO BUILDING AMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH •U R905.1.1� O w ice' c Overhead Garage Doors: LL21 n 1st Choice +30.0/-30.0 CLOPAY 53W5 U =N E 16 x 7 2"x6" P.T. WOOD JAMB WITH FL16546.8 ur L p 2nd Choice +30.0/-32.0 CLOPAY 8 X to) 1/2" DIA. x 8" "J" BOLTS FL15279.84 ', x g 00 jI Swing Doors: a N o °d 11140 1st Choice +87.0/ 67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16' X 3" FL20461.11 FIBERGLASS D ITLSERIES TAPCONS MIN. 4' FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 +67.0/-67.0 THERMA TRU-CORP. SOLID AND MIN. 12" D.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 - • DAMS "IOMXS FIBERGLASS DOOR FIBERGLASS OR BE ATTACHED. WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN.. 16" O.C. FL15215.2 LITE SERIES HEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights Pine PRO RU F1152152 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 1st Choice MI WINDOWS & DOORS pSE IIES4lum �OSGD FL15332.4 DIVISION LOCATION: n MI WINDOWS &DOORS SERIES4403GD FL15332.12 PORT ST. LUCIE Alum. reinforced Windows: I Job Information: 3540.SERIES Twln SEE SUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON 1st Choice +40/-50 MI WINDOWS Si le Hu (fin) ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.9 S500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LH TO PROVIDE 5/8" MIN EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF +50.0/:50.0 MI WINDOWS Single Hung (fin) SUFPiENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL17676.2 IN WOOD SUBSTRATE. 5"f"":3 M $CIE 3500 SERIES Single r3 N 6.6J MI WINDOWS FL17894.4 Hung (finless) frame ' »^"•.. 9 Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION $ECT5796 CLIP INTO CONCRETE N ei 1St Choice MI WINDOWS 'Mullion 3 16"TAPCO ANCHOR WITH SUFIRCIE LE GTH TO ACHIEVER 'A FL 18504.1 o y M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM ySg04.2 N U et I'o EDGE DISTANCE M y f'7 Fixed Glass" >m a 3 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR , . " ' Q ) +50.0/-50:0 MI WINDOWS MI 3540 FL18844 R6 WITH MIN, 1.%4" EMBED. TO ALL FACTORY DESIGNATIONSL WITH ALL HOLES N07 DESIGNATED FOR TAPCON SHOULD 0 U m t' BE FILLED W/ #8 SCREWS OF SUFFICIENT LH. TO PROVIDE O —M� Iran '�^ vm0 LE 5/8" MIN. EMBED. INTO WOOD BUCK. J 00 (/ V J SOfi'it: `r ♦ Model Name / Number: Standard virryl Staple 10" on. center In dlrecdon 1st Choice +ss.o/ass KAYCAN LTD of length T�i5i 1603.4 R5 2117 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" 194.1 Double 5 standard standard vim staples solid 144 vented -1 1i94.2V1Plan Issue Dete: Hurricane Panels: Wednesday, May 12, 2021 1st ChoiceDade County App. SH LL AMIRICAN TTER 8, GLASS sto m Panels 24 GA. STORM PANELS FL18293 R3V1 KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved threir 21-4890 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Sheet: S FL # 87864 Of: Name: Luis Pablo Torres Certification Number: _ MATERIAL Name: Certification Number: REFERENCE INFO (PSL) FLASHING R E QU I f �. I MECHANICALLY FASTEN AS FOLD up WEATHER /- WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW i NECESSARY IN CORNERS THROUGH "� RESISTIVE BARRIER& TEMPORARILYSECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS R703.1 Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall SELF -ADHERED FLASHING DOOR ROUGH OPENING TO BE USED, shall i. envelop shall include flashing as described in Section R703.4. envelope WEATHER WINDOW UNIT' P RESISTIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the BARRIER TAPE SHEAEKI`E- OR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3DHE BEADOF APPLIED DOWN ADHESIVE TO BE APPLIED UNDER SLOPE 0 3 In : 12.0 In SELF -ADHERED F LA I accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. - BY LAPPING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6. USE LIQUID NAIL BRAND (0.6 cm: 30.5 Cm) SELF -ADHERED FLASHING +. T "g PRODUCTS ®E AIL R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 y�sswiEow"max' wVEATHER OR EQUAL WEATHER PROOF CAULKING i asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be Installed in accordance with the SELF FLASHING EXTERIOR barrier manufacturers Installation Instructions. The NO asphalt fait water -ADHERED CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water•reslstive -IS or other approved -resistive RESISITIVE PER FBC-R CURRENT EDITION 703.7.3 ( ) barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703,7.3 Water -resistive barriers Water -resistive barriers shall be Installed as required in Section R703.2 and, where SELF -ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (installed In accordance with Section R703.4) Intended to drain -' t. Cut, fold up & temporarily secure weather RIM JOIST Refer to the number marked as in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above header to allOwfor flashing installation BUILDING numbered Items In the list Of Instructions below: ption: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance a pal to or Exception: g q 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive bamer back over head flashing and 1 t PAPER d 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps greater than absorbing layer or designed drainage space.at of 60-minute Grade D per and is separated from the stucco by an intervening, substantially nonwater sorbing la seal with tape 2 2 2 3. Self -adhered flashing can be substituted for building paper 4. Split the release usingthe ripcord (Split release on demand, p ( p R703.4 Flashing. Approved metal flashing, vinyl flashing, selfadhered membranes and mechanically attached flexible paper p p p embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle•fashion or In accordance with the manufacturer's Instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied In accordance with the manufacturer's - scale: NTS SELF -ADHERED FLASHING v SELF -ADHERED FLASHING =WP SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER IWP03 scoring cuts 9 Instructions. AB flashing shall be applied in a manner to prevent the entry of water Irrto the wall cavity or penetration of to the building framing SeMadhered flashing FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER F)CTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and water structural components. membranes used as shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying _LW " adhere to substrate using a square piece of flashing material (6 X 6 Minimum) with AAMA 800 or ASTM 0920 class 25 Grade NS or greater for proper joint expansion and contraction, ASTMc1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shag extend to the surface of the exterior wall finish. Approved ',�'t s e t e t r revers EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING -� 3l4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE ASPHALT s. Fold as shown by arrows fleshings shall be installed at th@ following locations: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELFADHEREDFLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly t0 fit g y y j g g g y , +A '•° REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPoi) i; I tight to comer g 8. Mechanically fasten as necessary 1.exterior window, end door openings. Flashing at exterior window and door Openings shall extend to the surface of the �% `v� ,, �1 i o , • w LETTER ON CHEMICAL � SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY ' RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed i O in accordance with one or more of the following:°, w SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" 1�e RIEFORE FOLDING, MORE RErEASEPAPERTOERP09E AOHESNEAs skonm) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the Instructions, In tlashhlg '•' �•' �%. +„ \ ''i F L O �: `�. N FLASHING VERTICALLY FROM fenestration manufacturer's accordance with the manufacturer's [Instructions. Where flashing +,1�7ZJvyl %/. BOTTOM OF uctions or ails am not provided, pan flashing ll be installed at the sill of exterior window and door openings. rflashing tbe t�s® l' THRESHOLD MECHANICALLY FASTEN AS Pon shall Sealed or sloped In such anneraast o direct water to the surface of the exterior wall finish or to f tti oA I `/��c�, the water resistive barrier or subsequent drainage. usin q gOpeningsg pan flashing shall incorporate flashing or protection SECTION-?" NECESSARY IN CORNERS THROUGH at the head and sides. y (SFEDEiAIL VP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design r method of a registered design professional. -p 1.3 In accordance with other approved methods. W SELF -ADHERED FLASHING (�',',\ 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 SELF -ADHERED FLASHING S 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with . projecting lips on both sides under stucco copings. NAILING FLANGE .q ) 4 2 OO SEAL TOPS OF JOISTS 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all protecting wood trim. r, DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING 2 7dF • " 0 FLANGE (SEEDETAILWP07) S. Where exterior porches, decks r stairs attach to a wall or floor assembly 44 wood -frame construction. u5 9 � go At wall 9 intersections. gg E Q R m tO h I - - - --- SELF -ADHERED FLASHING SELF -ADHERED FLASHING a .,_ ($ SELF -ADHERED FLASHING 1w:�n..".�...m 7. At bu64 Ass6. lro4 s a W W HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNERP06 If • .;.......," imp 22 p W 4 ... ,,.w." ..�,. w ,i 2 Vj to p o w b FLASHING Z t d 2 C Y O SELF ADHERED DECK PROTECTOR �. rt,. _ �. .. -gII Plaster 7/8" Cement Plaster .8.a u $ � Z �wP Fr a o ag LL0 o n/ accordance with in accordance with t 6 y S Z J N ` ASTMC926 ASTMC926 f ag III SELF -ADHERED . ab WNW.R)SaVG COAT - ❑ ❑ ❑ FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance lathe in accordance 4 O SELF -ADHERED FLASHING '_- with ASTMC1063 With ASTMC1063 Z Z g DECK PROTECTOR ,.... k a Building Paper Building Paper z ny' Cgs 7/16" O.S.B. _ sheathing :/, sheathing %� - N / Z DOUBLE SINGLE JOIST / ; / ` ' Metal Keep top edge tv 0 ro JOIST SELF -ADHERED FLASHING j ', Flashing ., of weep screed ng 2" below top of Qa yr LL SELF -ADHERED FLASHING 2 31/2" block .�. m in _ V 0 3" MIN Unperforated • .' • ... ' . Vucum l 0 4 Flange 7/8" cauk bottom Weep Screed � 0 c m -9 joint only l6 •- Maintain Metal Flashing Bottom of SELF -ADHERED FLASHING SELF -ADHERED FLASHING WPOACCORDANCE APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 3-1/2" Unperforated Weep Screed Flange 7/8" Weep Screed 1 1/2" t0 2" _ on C 00 $ c H0.8362x;DECK JOIST OUTSIDE CORNER INSTALLATION OF THE SUCK/RECEPTOR. Above Roof 1/2" CementRious Sheathing Decorative Finish j� DJAUY[3 MRS ll ,E•• ••o, All inside and - outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT ° need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster cut and caulked all •, butt joints need to GULFBREEZE, FLORIDA 32563 BUILDING PAPER SLOPE SLOPE in accordance o o becaulked using with ASTMC926 Vulcum caulk for all DIVISION LOCATION: SLOPE 0.3 in: 12.0 in 0.3 in :12.0 in (0.6 cm: 30.5 cm) 0.3 in :12.0 in (0.6 cm : 30.5 cm) z over woad 2nd floor PORT ST. LUCI E ♦ Job Information: (0.6 cm : 30.5 cm) EWEDJ1=0R SELF -ADHERED FLASHING ECOMPLIANCE WIRE LATH SELF -ADHERED FLASHING EXTERIOR T. LUCIE COU I- CEMT. FIN. 13CCC - BUILDING PAPER I WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish 7 Black L W oLO i5 WIRE LATH 212' Perforated \ ern m G m 'o• Flange 1/2" Weep / m cc cn a a BUILDING PAPER BUILDING PAPER Cement o, Screed Z m � � V m m a Plaster 'over block ' ® _1 LLJ ro o lstfloor J m U� (1) m LL EXTERIOR ♦ m Model Nae /Number: WINDOW UNIT CEMT. FIN. Slab edge of weep screed 1" below °27 finish floor V1 Plan Issue Date: Wednesday, May 12, 2021 OPTIONAL DETAIL ♦ KA PROJECT NUMBER: 2 g 2 g Note: 21-4890 o The building paper an(] metal lath must be installed over the top of WEEP SCREED DETAIL ___ W P of: SELF -ADHERED FLASHING Wf 10 FINISH WINDOWSILL WIP1 HERED FLASHING CEMT. FFINISH PARAPET WALL �/ y the Weep Screed. SCALE: NOT TO SCALE WATER PROOF CEMT. FINISH WINDOW HEAD EMT DETAILS PATIO 883F03 H2 ZS Ha 8S Js0 HZ ZS J80 H2 ZS JDO Bass 14x14 rag 14x14 rag - - \ BREAKFAST URFAT ROOM , I BEDROOM •2 12x6 1wcd MAST=R 5UITE 1000 2wcd 250 110' 145 14x8 1wcd ti m 190 �_ D 12 rag 1 F 14x8 1wcd �» ,i 7„ IIW\ I „ 4" ATH 3 00 24x1 ra 0,. LL a 5" bath duct T to roof or wall ap 5 lwcd » 14 12x12 rag w/- standard 70 6i' W 10 KITc 16x16 ra p 5" bath duct cfm bath fan 1 1w�d 5 to roof or wall cap r 1.8A T. - 4„ -- - �— 8 DRa� N LAUN 7ii s s so w/ standard 70 N h1Uxb lwcd cfm bath fan » 8. c = ,'8x4 d 5 bath duct 4 1 wcd 40 BaFS 1r1 W 11 DININ ROOM -it_ FOYER to roof or wall c p N w/ standard 70 N3Nu d BUTD I I( 12x6 1 wcd I I- aaas y I O ::., ,I:1 12 cfm bath fan —fig t C -.- j Bass o ( llet�At 5» 42X42 A/C SLAB OW BLDR MIN IJAS-TM 14x14 6 2' FROM WALL \W ART A AGO Babe N 4" dryer duct � b � BEDR M #4 to roof cap ENTRY , [.10x6 1 wcd w/dryer vent box I3zanulJO p 90 45 H8 as: Jac - 10x6 1wcd it NO�IT�^^V3J3 ■ arm 5„ WIG 2 GAR GARAGE � a' CEILING„«Y= 35 ' 10x6 1wcd -------------------------------------------- zz3ABe-. H2 ZS` REVIEWED FOR TH CODE Cap LIANCE NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED T. LUCIE COUNTY X M MI IF 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS BOCC CABHa3VO W± Transfer ducts/grills sized in compliance with Florida Residential Building Code-101602.4 balanced return air. EXCEPTIONS 1-3 FLOOR PLAN AREA CALCULATIONS SCALE: 1/4' = 1'-0' ALL ELEVATIONS ial FLOOR 2115 S.F. FILE COPY TOTAL LIVING (AC) 2115 S.'r. GARAGE - 432. S.F. COVERED ENTRY (BASE) 46 S.R COVERED PATIOAANAI TOTAL AREA UNDER ROOF 255 3 S.F. ating Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.