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HomeMy WebLinkAboutBuilding PlansSTRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS TERMITE SPECIFICATIONS: R318.1 CAST IN PLACE CONCRETE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" WING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 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. CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD, A 1 6. ALL REINFORCING STEEL /STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE &OIL & SHALL MEET ASTM 6 5, ASTM A70E NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & RLLED CELLS SHALL BE SECURED IN PLACE BY 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 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. 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 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. 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 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.SI. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. EXTERIOR COVERING MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (fm - 2000 PSI ) 2, MORTAR SHALL BE TYPE "S , CONFORMING TO ASTM C270.14A. AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 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 SOFT, 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 OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 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. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH .STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF 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. CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 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 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION R703.7.3 WATER -RESISTIVE BARRIERS. 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.EBLOCKING OR GABLE WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL WOOD -BASED SHEATHING, SHALL INCLUDE A WATEF�RESISTIVE VAPOR•PERMEABLE BARRIER WITH A PERFORMANCE U SHALL BE USED. AT A MINIMUM ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 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, ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM 0226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SSX) 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. 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 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE S. ALL. ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. 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. BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. R7 FLASHING. 03 LA " RATED OSB EXPOSURE 1 SHEATHING: 18"STRUCTURAL I OSB EXPOSURE 1 OR 15 32 S E WALL SHEATH 7 .4 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 FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES 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 BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 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 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. 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. 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 • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL. BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. R HORAGE, CONNECTIONS TRUSS LOCATIONS SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANC • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OFWOOD-FRAMEAND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. • AT WALL AND ROOF INTERSECTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH. AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. DATE I DESCRIPTION FIELD REPAIR NOTES 1. MISSED'J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. RE AR AND INSTALL A 2" LONG # BAR INTO 2. R MISSED VERT. DOWELS, DRILL A 3 4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED 6 S 3 0 G 5 0 FOR SS 0 S THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE W #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT. HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) sA"x 2IA" TITENS TO MASONRY AND (7YIOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAMIOW/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE 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 HTI'5 W/ (26) 16d x.2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION- 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION ARA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF-20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES. (8) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360. TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/.0 "TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 *TL MAX 2" UP TO 4OFT SPAN **Ti MAY'AM" SHINGLE METAL TILE HEAVY ROOF (PSF) I ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 SO 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS. W/ HEAVY STORAGE 50 *ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRRTEN APPROVAL FROM EOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM. 60(PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS - 150 (PSF). GUARD RAIL ® HAND RAILS(d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF).. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES ' d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFlCIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEES (+) VALUE DENOTES PRESSURE (-)VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 O 50 (+) 24.8 (+) 24.8 40s I ® (•) 27.1 (-) 31.1 I at D 0 YYY... - (+) 23.4 (+) 23.4 too (} 25.7 O 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'.0" 1-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET. ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 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. SHT NO: TITLE 1 COVER SHEET 2 FLOOR PLAN 3" FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLANT S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET p WP WATERPROOFING DETAILS M-1 HVAC OyyyA9i ii A)°° �I ®fi': p• o�w A°j►I nII+°° g v d 3 e� GENERAL NOTES:C BUILDER E: NOTICE: 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed In the titleblock of these 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 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to S PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. 4. DO NOT CALF LA. prevent error. The Builder rand all subcontractors are required to q 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 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not CONTROL OF CONSTRUCTION SITE: responsible for any planerrors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction these MUST be in accordance re the information found in these documents. Any questions regarding the 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 directed 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 Assurance Manager immediately. will backc will ere TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER dv racedcons for reimbursement by the Designer/Engineer without advanced r/ nglnee with PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreemen CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION)FOR COMPLETE CODE INFORMATION. rt III" Ni i Northwest FloridaMM 00 GULFBREEZE PARKWAY GU F REEZE. FLOI�ID;'� :�' ��r� ffi N Ao o S m w E B C Qp �a aJ* �aJJc xJJe l ��2r� �T rl LL LL ti G -2 W r � III41li-W�;y w8 ��13 �3el m CcLL ZN1 a °¢ 0 0 N aeN$ z U J f17 F° 4 �'+ NMM1Y.fUSEN6.COM ❑ ❑ ❑ q - zN 8 Z h a /) z M w v � � c Iks co�W�E 28 0 x --0 .o N O ti0 MM 4 I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I FL QD !:' ] e4 LLJ p L11 h ate+ cu a)� D] m Z F-°ivm o o- OJ M U) 0 Model Name / Number: 1635 VT Plan Issue Date: Wednesday, May 12, 2021 VI KA PROJECT NUMBER: 21-4891 Sheet: w Of: COVER SHEET MPH OPENING PRESSURES ENCLOSED - EXPOSURE B +27.6 / •29.9 1 B +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UP.(Pf MARK SPACING TOP BOTTOM SPECIES CAP.(plfl 5W1 is" (2)led TOENAILS (2)16d TOENAILS SPF No UPLIFT BW2 SP2 W/ (6}10d SP1 W/ (S)10d SPF 402 18" STUD, (6)10d PLATE STUD, (4)10d PLATE BW3 is, (2) SP2 W/ (6)1od (2) SPi W/ (8)10d SPF 803 STUD 11 PI STUD, 4 10d PLATE BW4 1.6" (2)15d TOENAILS 12)16d TOENAILS SYP NO UPUFT BW5 SP2 W/ (6)-.10d Wi W/ 16)40d 16" STUD, a 10d PLATE STUD 4 10d PLATE SYP 439 BWB (2) SP2 W/ (6)10d SP1 W/ (8}10d SYP 818 18" STUD lOd PLATE STUD, 4 1od PLATE BW7 12" 12)16d TOENAILS 12)16q TOENAILS SPF NO UPUFi SP2 W/ (C,10d SPl W/ (6l-lod BWB 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) J Ud SP1 W/ (6)40d BW9 V. STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2) ifid TOENAILS (2)16d TOENAILS SYP 0 BW11 12..STUD (6) 10d PLATE STUD 44)51 0d PLATE SYP 685 BW12 - 12". STUD, 46)'100 PLATE STUD,/4 YOd PLATE SYP 1170 SW13 NOT USED 21 TOP PLATE TOP OF WALL , iD/--DOUBLE SEE PLAN -V MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S1 FOR NO UPUFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MIDSPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN S'-O" SCHEDULE ABOVE F.F. SEE FOUNDATION �' .,..." PLAN FOR MORE 2x P.T. W/ 1/2" A.B P 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2- A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. '> REQUIRES MIN HD ®32" O.C. 7/18° OSB PLVW'D ALT.: SIMPSON 1/2" TITENW/ SAME EMBEDMENT W/BENAILS AT GE. SEE GENERAL NOTE a BRG. WALL DETAIL IN REND AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 01 OR SPF 92 UNO ON PLAN 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPS AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WP06/83d OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW'IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REWIRES MIN. 7/16" OSB.PLYWOOD W/ lid NAILS AT 4- O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHm PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INOICATED WITH THE DWI. BW4, SW7, SW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2. PLATE CAN BE ATTACHED WRH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= O.SAS" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(LID) C1 (2)2x4#2 SPF 14)-led TOENAILS 0 DTT2Z W/ t/2" WEDGE FC2 (3) 2x 4 #2 SPF . ANCHOR* & (8) 1/4" X 11/2" 2145 SDS SCREWS (3) 2 x 4 SYP #1 OR (4) - Jed TOENAILS 0 a(4) 2 x 4 SPF #2 6 2Z W/ 1/2' WEDGE ANCHOR* & (8)1/4' X 11/2' 2145 SOS SCREWS C5 4 x4 P.T.#2 ABU44 W/ 5/8" ATR** G SYP POST &(12)-160 NAILS x 6 P.T. #2 ASU66 W/ 5/8" ATR** G -12000 HI6 SYP POST & (12) -16d NAILS U - 2300 818 P.T. #2 ABU88 W/ (21- 5/8" ATR** G - 24335 C7 SYP POST & (18) - led NAILS U = 2320 CB 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU&SDS2.5 W/ (14) 1/4" x 21/2• SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF Ent.) ANCHOR, O I ATR** 3-5 x 5.26 P.L HDU58DS2.5 W/ i1 )1/40 x G9 1.8E 19 =2400 PSI 21/2' SDS WS & 5/8". EXOPY 5645 WOLMANIZED IF W-1 ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Po-2400 PSI HDUSSDS2.5 W/ (20)1/4" x 21/2" SDS WS & 7/W EPDXY 6970 (WOLMANIZED IF EXT.I ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. i.SE Hb 2400 PSI HDLI&SUS2.5 W/ (2031/4' x 21/2' SDS WS &.7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU"OS2.5 W/ (20)1/4" x 1.8E F10-2400 PSI 21/2" SDS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT.) ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP N1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/SS 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [01 COLUMN IS INDICATED ON SECOND FLOOR. THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DW. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.IENOTH NAIL SPACING 8d 0.131" X 2IA' O.=' X 2'A" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" CAW" X 3" SEE PLAN BLOCKING & TOE OA4 " X 3 M" 0.131' X 3A4" NAILS & TOP PLATE 12d OA48" X 3 IA' OA31' X 3 4A- 8' O.C.(OOMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0,148' X 3" 0.131" X 3' 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.182' X 3Vz" 0.131' X 3'A^ (2) 16D(COMMON). SEE PLAN (3) i6D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - ZX6 #2 SYP SEE GENERAL HEADER NOTE #5 WI 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP -W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2)"2X10#2SYP SEE GENERAL HEADER NOTE #5 W/ 10 FLITCH PLATE THIS SHEET O(2) - 2)(12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) -1 3/4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 114" X 31/2 H5 LVL 2.0E FI>=2600 PSI SDS WD SCREWS 181T O.C. TYP. EACH SIDE (2) -1 314" X 91/4 ATTACH TOGETHER W/ (3) ROWS TIC X 31/2' H6 LVL 2.0E Fb--2600 PSI SDS WD SCREWS 016" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REG. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - 3'41" (1) 12) (1) (2) 4'-0" - W-0" (2) 13) (2) (2) 10 -0" -1e'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5, FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" ox. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER, 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (21- 2 x 8 02 SVP W/ 7/16" CONNECTION: PROVIDE (2) OSB FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16: TO CMU O.C. TYP EACH SIDE COL. UM.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/i6" CONNECTION: PROVIDE (2) OSB HUTCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16• CONNECTION: PROVIDE (2) M OSa FUTCH PLATE. NAIL SIMPSON LSTA24-OR (2) SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING (2) ROWS OF 12d. HAILS H 12" OR 12) SIMPSON HErA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4-x 11114"LVL CONNECTWk.PROMDE(2) 2,0E fir-2600 PSI. NAIL BEAM -SIMPSON LSTA24 OR (2) (w4 TOGETHER USING (2) ROWS SIMPSON MTS20 TO WOOD POST 1/4• z 91/2' SDS WOOD OR (2) SIMPSON HETA16 to CMU aGREW3016" O.C. TYP, COL. U.N.O. ON ROOF PLAN, EACH SIDE. (2) -1314" x 117/8' LVL CONNECTION:PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 08 (2) M TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x31/2" SDS WOOD OR (2) SIMPSON FIETAI6 TO CMU SCREWS V 15" O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE (2) -13/4' x i6" LVL 2.0E R3/26DO PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 3 1/2• SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 is..O.C. TYP. OR (2) SIMPSON HETASB TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH ENO) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. N 16 X 7 OVERHEAD DOOR FLOOR PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS +26.5 / -28.8 +26.5 / -34.4 E ') +24.8 / -27.1 +24,8 / 31.1 ( fi l +24,3 / -27.5 1 �M +23.3 / -26.0 NOTE; 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND .SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND agr;�s�«ra' BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/E)ITERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES I 1. R302.5.1 Door from garage Into house must boa minimum 13/8' solid wood door, solid or honeycomboore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Vemilation shall be permitted to exit through the soffit If solid Soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage aide. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (16,9mm) type X gypsum board or equivalent. Where - the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than .1/2 Inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Windowsills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]. 5. R308.4.2 All windows Within 2'-0" of doors and In shower or tub areas will be safety tempered glass. 6. Calling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and craw[ spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. 1011502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods Specified In sections M1502.4.5.1 through M1502.4.5.3 9. Callings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6' O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications 4 REVIEWED � - CODE COMPLIANCI ST. LUCIE COUNTN' BOCC ' \\\1911lTrff p��.0 T UHF e`0Q� r0�.o.E.°° °G AK r e*: OF '1 m -pr 0 a IN00 r F a 9000 4C It It pp � m ri � lJi p m$z d CLzh a o; Z E M Q a � WWW.MSENG.COM'.. ❑ ❑ ❑ � w z � I..m; N N QQ1 Q � Q J N a , a Z n (� M FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. L-UCIE TI Job Information: 0 FL Z to w � 3 r (4) 4)� i LO * to 0 N a _ o M O �q�Mr�LJ/.J��/� W V / \d J 47 LL ♦ Model Name / Number: I 11635 AREA CALCULATIONS I IVIPlanissueDate: 1Sii FLOOR 1635 S.F. Wednesday, May 12, 2021 ♦ KA PROJECT NUMBER: TOTAL LIVING (AC) 3.635 S.F. 21.4891 GARAGE 400 S.F. COVERED ENTRY (BASE) 36 S.F. COVERED PATIO/LANAI 200 S,F. Sheet: 2 Of: /l FLOOR PLAN TOTAL AREA UNDER ROOF 2271 S.F. ALIGN DRIVE W/ BOTTO RECESS & PITCH DRIVE JOINTS 10" O.C. TYP. FM09 SECTION (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. —REINF. GRADE-i FSEEPLAN Z ) N 16" (2) #5 REBAR FM01 SINGLE STORY FfG REINF. SEE PLAN (1)#5REBAR CONT. FM03 I THICKENED EDGE 1 1/2"=1'-O" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL. RECESS AT GARAGE OFGARAGE DOOR. EXTEND 5" BEYOND F.O.M. EACH END, TYP. I GAR. RN. FLR. I (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 2V' U Nr`."A1", GENERAL FOUNDATION NOTES (U"N•O.) CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 1 PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE $" LIPPED MIN. 6" AND SEALED. OPTIONAL CURB FOR AIL—'ITIES ,- ,- F.F.FF 2 4" 2500 P51 CONC. SLAB W/ 6XB 10/10 W W M, OR flBERMESH ". � � _ "_ MASONRY @ELEV. 0'-0" 1., _ _ /RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ W/ (1) - #5 BAR CONT.. MANUFS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR "'• ' ' NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. F:-�-- « ^-••-� x. � GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMR TREATMENT. � • CELL W/3000 PSI CONIC. FROM FTR. TO • „� ( 2 STORY: 20" X 20" 3 INDICATES FILLED BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. REINF. N W/ (3) - #5 CONIT. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. SEE PLAN ;►°; , ; �t> 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR (2) # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 18" 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER. FOOT AWAY FROM HOUSE AA. FM02 I SECTION @ GARAGE 8 CON SUGI IN E) A DE 1011 APPF 7 NO V 8 PEN[ DOW 9 ALL SEC1 10 MAS THR( 11 PR01 12 ASSI 200( REQI EXCE ENGI FOUL DRY THE DESI MARK x ' M OF 2 STORY: 20" X 20" N 2" � w 3 • #5 coNT. Fz.S Fs 16 (2) 45 REBAR .o ON @GAR. DOOR i/2„=r-0 F3:6 F4.o 1EE1 F5.0 SEE PLAN io 8' 4 =1'0" FM12 STEP DOWN NON BRIG. 1'-011 1 SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o - - TYP. SEC. ELEV. 0'-0" WITH CURB Lo (1) #5 BAR CONT. �k B.L � (G•C. VERIFY) Z g ti+-.REINF, ro f ` •,' - y , :.. F.F. (SEE PLAN) 2 #5 CONT. INSTALL LINING ' ` 2 #5 BENT BARS W/ MATERIALS PER `� ,W N MIN. 25' LAP SPLICE FBGRP27092- ' FLR. 16" MUDDED MIN. SLOPED TO DRAIN #5 CONT. FM14 I SECTION @ RECESS SHOWER i/2"=r-o" FM18 TYP. STEP FfG. DETAIL 1/2' 1.'-0' ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF.IPF GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 26" #5 X 25" X 25" o c CORNER BAR ONE N E FOR EA. HORIZ. REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE ' 7HRU FOOTING WA3) -.#5 CONT. r mia TYP (-nRNFR RAR nFTAII 1-1/2n=1'-0" FM23 TYP_ FND PFNFTRATION 1/2"-1'-0 STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) - HEIGHT (h) d i STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0',0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61,8" >2'-0"3'•4" 10" 10. 20" 24" W/ (3) #5 BARS 674# 6' 4" >3'-4" - 4•-0" 12" 12" 32" 3211. W/ (4) #5 BARS 645# 4'-0" >4'-0" - 5'-4" 16.. 16" 48" 48" W/ (5) #5 BARS CONT. & #5 018" O.C. TRANSV, 1162# 2'S" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: " 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM o .SPACING STATED IN SCHEDULE SEE CHART ABV, MAX. F.C. + s 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING (O.CJ A .o WALL WHEN STEM WALL EXCEEDS 4'•0" FIBERMESH CAN NOT BE USED AND W.W.M. TO BE TIED TO #5 ' ERT. F,C, ABV. FDN. #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO CANT. REBAR (1) #5 HORIZ. CONT, TIED TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EA. VERTICAL REINF. BAR EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR # STEM #9 CONSTRUCTION FOR MORE INFORMATION WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0" `` " FILUNG IS TAKING PLACE . CON (1) #5 HORIZ. i. TIED.To a) ° 5, #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 016" VERTICALAL B. i " �� y c O:C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" FIN GRAD&B" MIN. TO TOP OF " `�: h n TALL (TYPICAL ALL CORNERS) STRIP FrG- " yp °' ' „ 6" .c. 6AF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS •' 7,.ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. COMPACTED CLEAN FILL. ;••'-° ' " IN MAX 12' UFrS 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) BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF. PER SCHEDULE �" b WHERE APPLICABLE; THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9.:EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE NTS CLEAN N.T.S, SOALt: 1/4" = 1 -U- ALL ELEVATIONS ( LNCE: NTY 8 II7TII1(rQO L0 O BFI �� Q' rGIg NSA No O r Li o�v+0� o.'•+ I + ��gF% N110ri10 IAI g N. d N N U§ .a 1 2% m K O L=�aak WN$o 0 J FLORIDA CONITRACTORS LICENSE NO- CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V7 Job Information: 0 FL Z Q al Lo `W /ri O) ® -JLIJZ M U7 o L IM U) (n Model Name /lumber: 1635 VI Plan Issue Date: Wednesday, May 12, 2021 KA PROJECT NUMBER: 21-4891 Sheet: OP. FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1635 x 3 4905 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER L500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS I EACH 200 GEN LIGHT'G & RECEPT. + APE. LCIR.=33,455 SUBTRACT 100 % OF FIRST 10,000 - MOOD A= 23,455 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10'000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS Ca 100% = 10,000 + 40% OF "A" = (.40 x 23,455) = 9,382 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,382 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 164 200 AMP PANEL PROVIDED Q�m USE 2 RED HEADS TO ANCHOR WALL EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) IFM24.1IALTERNATIVE PROTECTION BARRIER N.T.S. BIBB PROVIDE DISCONNECT AND GFI/WP. OUTLET PER -CODE FOR A/C COMP WP GPI ELECTRICAL PLAN SCALE: 1/4% V-O" ALL ELEVATIONS ELECTRICAL NOTES" UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 440 AFF BATHROOM 394AFF LAUNDRY ROOM 36"ARE EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" ARE RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT.42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO. THE INSTALLATION. 9. R=A.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.. 1.0., KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11, IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17,1.14. 14, ADD GFCI PROTECTION TO RECEPTACLES IN. KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK- THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24", THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH �J SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %/ FLOOD LIGHT 14 FOUR-WAY SWITCH `/ v $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n u El u El� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE _ CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT N ' ? DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL aT,V, CABLE OUTLET I= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX Q WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT GARAGE DOOR® PUSH BUTTON SAME AS UNDERGROUND 200 AMP SERVICE METER UNDERGROUND SERVICE BY ---I POWER COMPANY INTERSYSTEM BONDING TERMINATION VERIFY FINAL AMPS NEEDED WITH ELECTRICAL CONTRACTOR -- 20D = 2/0 COPPER OR 4/0 ALUMN. IN Y CONDUIT A/C DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # W COPPER TO WATER HEATER # 8 COPPER TO RANGE /�/ # B TO HVAC ' `#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL MAIN 31CONNEI 200 AMP ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. q�N Pc w 13 UI�Nn mmn�$ m Q _3ffi�LL� 0 LL W O_ a a w rp LL a 2 ° JJ U c3 ly WWW.FDSENG.COM In ❑ ❑ ❑ Z z N — y Z In Lo N Ln LL W mR y o C y Ln c Vi F JM I U — N E Q N Cu0 ® DAIY�IS N!]IWI�SC FLORIDA CONTRACTORS LICENSE NO. CRC133014e 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: a CLO O eH e-1 In 3, M M tq d O J L t J Z) M Ln o u-- J m (n (n VI Model Name / Number: 1635 VT Plan issue Date: Wednesday, May 12, 2021 VI KA PROJECT NUMBER: 21-4s91 Sheet: ELECTRICAL PLAN VENTILATION CALCULATION Formula - SF / 300 / 2 * 144 = net sq Inchos of venting needed equally for Intake and exhaust 12 6 70P OF BLOCK T FIN W'DOW HEAD HGT ■ 2'-0" RETURNS ON SMOOTH e0 UTE TEXTURED DECORATIVE CEMENTITIOUS 1D CEMENTITTOUS COATING RAISED BANDS 1A3 SH 25 SH 25 SH DEL 25 SH . FLR. - — - — — FIN. FLR.— - — TOP F- LOCK o �o 25 SH FIILILR _ 12 s 2868 FR. DR. DOOR STYLE MAY VERY LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" DEE RIDGE VENT 48" Orr RIDGE VENT RIGHT ELEVATION "B°F SCALE: 48" Off RIDGE VENT 48" OFr RIDGE VENT _ TOP OF BLOCK b 2'-0" RETURNS ON SMOOTH DECORATIVE RAISED BANDS -------FlN•ELB. LEFT ELEVATION "B" SCALE: 1/4"=1'-O" SAND CRICKET I CLG. HGT. 10'•0" A.F.F ------------------ WIDOWHEADHG aEla1:1ME3FE 1:11 00000��o E aEl ooonoa 25 SIN 25 SH 25 SH — --- 0ElE FIN. FLR.. _ _ Fj LL 16'x7' 32 PANEL OVERHEAD N. 3068 S.C. BRASS COLORED LITE TEXTURED DECORATIVE _ CEMw/ 12 ENTITIOUS COATING KICK PLATE " SIDELITES & 5'-0"x 16` HIGH TRANS REAR ELEVATION SCALE: 1/4"=1'-O" 12 6 Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in If Off ridge vent provides 138.00 net sq in/sf Overhang distance 1.00 ft S.F. of Area to be vented (SF) 2271 s.f. Total needed for exhaust for upper 1/3 545 net sq inches Total needed for intake (soffit area, lower) 545 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 LF. of Ridge Vent needed (can be used in combo with ORV) 30 Lineal Feet of5offit needed to meet required 132 Lineal Feet of Softitprovided by plan 190 BRG. HGT. 12'-2" A.F.F. :Tom KEY,5TONE DETAIL TOP OF BLOC 'OOW HEA HGT 18"FRIEZE BAND o as � 25 SH FIN. FLR_ LITE TEXTURED DECORATIVE 2/6/2/SMOOTH RAISED CEMENTITIOUS COATING DECORATIVE BANDS w/ 2'-0" RETURNS(TYP.) FRONT ELEVATION "B" REVIEWED FOR SCALE:1/4"=1'-0" ,CDE CoMPLIANI ST LUCIE COUN1 BOCC t0 V ° I � ra ��ti €2�6 m to � W w e� pas p 0 e� 8 C; gF yyN� G �'3U YwNrC W d fgmn�s a In g j Ec 3 az� Zt�b� 3 O Y Its IN o W H m e a P —U cN IL p 'g m c3�i § � �� wfnv.FOsaas.coM ❑ ❑ ❑ z z � z rpw 3 J to a 1�... z N V) 0 cq � w d � m To w i w =2,m U — cmv E w OR00 ®.00 v n Q NOaO DAM S' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: 0 z ° o Ln LijC cf y q) 07 It : 4 c-I to 3 id) m M a ®JLLJn m o J m Model Name / Number: 1635 F1 Plan Issue Date: Wednesday, May 12, 2021 KA PROJECT NUMBER: 21-4891 Sheet: Of. ELEVATION -13- SEE DET. TBO3 G.C: TO PR( BLOCKING- W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" 0 W O S 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 16OMPH ALTERNATE SPAN RATED32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS 15 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IME I' P of I W.., to isle �ATING OF MEN mill mill TBOS 9 w EQ. BOTTOM CHORD GABLE END BRACING ® OP CHORD 2X4 #2 SYP 4'-0O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <- 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH I T EXPOSURE CATEGORY 6 EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SO FEET) (-) VALUE DENOTES SUCTION a=4ft s LA„ � lea " 1 O r AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 -51.06 di1.06 10 GABLE �7.00 -37.00 -58.99 •58.99 58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE)' ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 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-C IN FIELD _ ,n ROOF SHEATHING: SHINGLE:1832' EXP. 1 (Q'20) O 0 TILE: -'A32" EXP. 1 ('m) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3s" x 0.113") NAILS 'k 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 153j", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2W x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS fl 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 20 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, [4:12]-[12:12] RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O,C FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM >a' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le. Q NAIL AT BASE 2 ROWS 04"O.C. w/Sd COMMON NAIL © NAIL AT TOP PLATE TWO ROWS 04"O.C. w/Sd COMMON NAIL © MAIL OPENING PERIMETER w/12)ROWS @4"O.C. w/Sd COMMON NAIL. ® NATL INTERIOR AT S'O,C. W S4 COMMON NAIL Q STAGGER ALL VERTICAL JOINTS & NAIL @ 4- O.C. w/8d COMMON NAIL. O PLYWOOD SPLICES@HEADER- NAIL SHEATHING TO HEADER W/ Od COMMON NAILS @ C O.C. 0 ROWS @ TOP S SOTT. O (2)Sd NAILS CD3'O.C. TO EACH TRUSS END OR to VERTICAL MEMBER IF GABLE END. 15132'OSS I II II. EXPOSURE 1 I II D II SHEATHING I G 11 PROVIDE BLOCKING I AS REQUIRED PER I II II I___ SECTION X-X IF NOT ul FULL HEIGHT SHEET ------- ------ © FLOOR SYSTEM NOTE: Btl NAILS FOR WALL SHEATHING MUST BE MIN.131"X2/2'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1x' (2}2x TOP PLATE BEYOND SHIXTHINGEXPOSUREi II __________ F �.___ li ___ij ___11___ II II II II I 11 SOIJD2x BLOCKING II II II it I @ALL SHEATHING w III III III II II II I III II 1 II I EDGES s m� UI III 11 I II I 111 II I 11 (SEE SECTIONX-)) p tll 111 III C III tl II I I III II D II I � � 111 III OPENING III 11 II II I 11 L___ tL___ 11 _ _ 1 -__J III III 11 Iil It __- 11 W.LL 2 B:OQ III I C z II II _ L `TF rn 11 I E 111 It 11 11 IAll STUDS BEYOND. O --1x--, III ` I r__ I II. I III II II 1 III 11 11 ty BEE PLANIII I II 11 I -� 111 III I I 1 I I I i I II I II II 11 I Ilt II II II I II II II I ,Qj - 111 _li]i I I I.I L 1 III II I II-_y_..__u - I 2"4 P T. RASE PLATE BEYOND BE PLAN 2z RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/8' SRI ZI S I_L SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING .AT ALL PANEL BLOCKING LOCATIONS MIN 2 X4 62 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO WI (2)12d TOENAILS EA. END, RAIL FLITCH PLATE TO VERTICAL W/ W Bd NAILS SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TY ROOF CRITERIP -16' OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER. ELEVATION -SHINGLE LOADING CONNECTOR SCHEDULE FOR: ADAMS HOMES - 1635 ELEV B w/ 10 X 20 COVERED PAnO TRUSS IO BEARING POINT TRUSS ACTUAL CONNECTORID CONNECTORUPLIFT FASTENERS NOTES UPLIFT DESIGN RATING (9)10d x.11/2 A01-A09, 601- B03, B01S, DOTS, D02 L/R -822#or less HETA16 / HETA16 1810#/1810# 9 1 Od x 1-1/2" (10)1Od x 1-1/2" A10 L/R -1779#or less (2) HErA16 / (2) HETA16 2365#/2365# 10 10d x 1-112" C1,.C1P -CSP, E3, E7P, H3, H7P L/ R -465 #or less HIOA(PEft TRU55 MFR 1040# (18) 1Od x 1-1/2" C V-CSV E5 E7 ETV HIS, HI H7V C1 -05, 1 L R / -260#or less ETA PER TRUSS MFR H 16 / 1810# tOd x112" 9 / ( ) (1811d xl1/2"' P01, L03 L/R -1114 or less H10A/H10A 1040#/10404 180dx1 12 (48)10d x1112 L04 L/R -1339 #or less (2) HTS20 / (2) HTS20 2620#12620# 48 10d x 1 1/2 C1C L/R 88#or less PER TRUSS MFR TRUSS MANUFACTURER: Probu'Id/BFS DATEOF:LAYOUT: DATE OF TRUSS CUT SHEETS: 4/19/21 .... . , ,:. L= LEFT, R =RIGHT & M =MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSSDRAWINGS;i ALL CONNECTORS ARE SIMPSON PRODUCTS I ESUJJ LM i LJU 1 0 SCALE: 1/4" = 1.0„ SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MART( TYPE CONNECTOR & FASTENERS SPP SYR CONNECTOR& FASTENERS SPF SYP TO H16 W(9)10d x 11 IT OR HTA16W(IO)10d x 11 IT OR OFRAME .MASONRY HETA20 wl(9)l Dd X112" 1810 HTA20Wn0)l0dxl IW 1585 1870 OFRAME TO H2SA W (10)8d NAILS me505 RT7Aw/(10)8d NAILS 515 683. FRAME TO H1GAW(IgKd x 1 la' 1016 1040 RT16A w/(17)INx 11,71 895 1020 ©FRAME FRAME "IDI W(IS)IOdx 112' AT2 PLY TRUSSES No 1080 RT16-2w/(16)l0d x 1112" AT 2 PLY TRUSSES 935 1080 OFRAME TO MTS12wT4)10dx11/2"(ATEXTERIOR - MTW12 W(14)lOdx112"(Ai EXTERIOR 1195 D FRAME LOCATION INCWDE (3)1Td TOENAILS) 4" 990 LOCATION INCWOE 12d TOENAIL 1006 E O FRAME TO MGT w/(22)104 NAILS AND SW AT.R. w/ 12" 3370 MUGTl5 w1(2811 W NAILS AND N8" AT.R. W � 4496 MASONRY EMBEDMENT w/SIMPSON'SEr EPDXY 3985 12"EMBEOMENTW SIMPSON'SET"EPDXY FRAME TO HT920W 410dx112" ATEXTERIOR R) ( W2 10dxii2" AT IXTERKOR HTW20 ( 4) I F O FRAME LOCATIONINCWDE 12d TOENAILS (3) 1176 1310 LOCATION INCLUDE 312d TOENAILS L ( ) 1 T85 /530 FRAME TO WHTS20W(48)10dx1112"RAT EXTERIOR (2) HTW20W(48)10d X 112'(AT EXTERIOR. FRAME LOCATION INCLUDE (6)12d TOENAILS am 2620 LOCATION INCLUDE (6)12d TOENAILS(EA) 070 MM HGT-2W ClSlW NAILS AND (2) SW A.T.R HUGT2Wn8)I0d NAILSAND(2)&B' A.T.R. GOw/12"EMSEDMENTW PRAMETO SIMPSON "SET' 10OR0 w112- EMBEDMENT WSIMPSON"9ET 7020 97M MASONRY EPDXY(HOT-3FOR 3-PLY) EPDXY(HUGT9FOR3PLY) FRAME TO FWR wI(18)1N x3-SDS WOOD SCREWS 3100 RFUS w1(12) W83 WOOD SCREWS AND 7100 MASONRY AND (2).12'x0'TITER HD ANCHOR BOLTS 4725 (4)31VxVWEDGE410LT (1) LGT2 wl0e) l6d SINKERS Jt FRAME TO &(7)1Wx 2.1/4'TrrEN2 1760 2030 MASONRY SEE NOT #6 BELOW) J2 FRAME TO MASONRY/ (21 LGT2 W(32) 18d SINKERS 8(14) 1/4'x 21M' TITEN(2 PLY TRUSS) 3MO-M 4060-M (2)LUGR w/(32) 1 go SINKERS 8(10) 1/4"z3" WEDOE43)LT G PLY TRUSS) 3100-M 3100-M 9T/OF 3800,E 4520.E FRAME OR (28) lad SINKERS FOR FRAME (EA) OR (32) JOB SINKERS FOR FRAME (EA) J9 FRAMETO MASONRY/ (2) LG73 W 124)114' x 3' SDS SCREWS (2 PLY &%2)I6d 47304# 667PM (2) LUGT3 W(M) IN' x 212' WS25 eCREWS 8(4SINKE 6480OA 705044' FRAME S1NKTEN oRFRA ERESS) OR (52)iBtl SINKERS FOR FRAME (EA) 5016E 8860.E SFORFPLYTRUA) OR (59)16tl SINKERS FOR FRAME (EA) 8480-F T/10.F O BEAM TO HU410 OPT HLIC410 w/ (18)16d & (10)1 Od G02680 HD410 OPT HD4101F W (20) lad & (10)10d G93090 BEAM NAILS uAlm5 NALS U#1950 BEAM TO HU410 OPT HUC410 w/(18)TITER GA4600 HD410 OPT HD4101F W/QO)11CX 3" GH3365 OL MASONRY 1M'x23/4" 8(10) 131 NAILS U#1800 WEDGE.BOLT&(10)1Od NAILS U#BSD BEAMTO HU/B OPT HUC46 wl(6) 1 W NAILS & Gw1540 G#3000 14048OFT HU46 w/(6)1Od RAILS& wam G#2016 O MASONRY/ (12)IN" x 2 314'TITEN (TO MAS.) U#880 U#1135 0 2) 19- x 23/4" TAPCONS(TO MAS) LW1030 U#850 FRAME OR (12)16d & (6)1 W (FOR FRAME) SYFLF SYPW OR (12)18d & (6)10d (FOR FRAME) SYP.F SYP-M FRAMET(2) HETA16 OPT (2) HETA20 1Y40 1920 (2) HTA16 OPT (2) KTA20 1870 O 1-PLYw/n0)1012)l6d OR 1-PLY w/(10)1012)16d OIR MASONRY MASCNRY 2-PLVW(12)18d 2305 230 2-PLY w/(i2)180 2430 HTSM76W(8)1Gd NAILS AND(4)1141xQ IW MIS 1110 HTWM16w/(8)l0d NAILSAND(4)ItCxt 3W 1145 1225 FRAME TO TAPOCRNS WED -BOLT O MASONRY OR HTSM20w/(10)l0d NAILSAND(4)1/4"x2V4" offs 1110 H1WM20W(10)10d NAILS AND(4) 1K"z134' TAPCONS WEDGE -BOLT 1146 1225 P O FRAMETO H105w/(B)Bdxllrl"NAILSAND(2)3/8'x4' 7M1 810 MASONRY TITAN HD DTT2Z W (8)1/4' xl 1/2" SDS WOOD 0T6-T2 W (8)1/4-X1 1/2' W913 WOOD OFRAME G TO SCREWS AND (1) 12" B A.T.R. EPDXIED w/ 1835 2145 SCREWS AND (1)1/2"B A.T.R EPDXIED w/ 1510 1835 MA80NTo SIMPSON SET'(SEE NOTE Mi) SIMP90N"SET"(SEE NOTE #4) 14TT5 W(26) 16d x212" RAILS AND (1) SW 8 HTT4S W(26) 1 Sd x211T NAILS AND (1) ® FRAMETO A.T.R EPDXIED w/SIMPSON "SET" 4376 6090 59-8 AT.R. EPDXIED w/SIMPSON SET'. - 5006 MASONRY (SEE NOTE 94 BELOW) (SEE NOTE#4 BELOW) HTT4M(18) 1Sd X212' RAILS AND (1) SB"B HTT45 W(18) told x2112-RAILS AND (1) O FRAME TO ATA. EPDXIED wi SIMPSON SET' 3640 4236 SCH A.T.R. EPDXIED W SIMPSON"SET" - 4180 MASONRY (SEE NOTE BELOW) (SEE NOTE*4 BELOW) OFRAME TO Hi0S W(24)10d z11/2'NAIL9 786 910 LUGT1 W123)edzi 112"NAR9 875 1045 FRAME HM9Kr W(4)1/4'x112-SOS WOW FM W(0)tOdx 11/2"NAILS& 1395 1395 OFRAMETO MASONRY SCREWS 9(5)114-41/4"TAPCONS 760 760 1 (4) 1W x 13/4' TAPCONS FRAME TO VGT w/(16) 141x1 SOS WOOD SCREWS 'SET' OV MASONRY (1) 5W8 A.T.R. EPDXIED w/SIMPSON 3565 4940 w117MIN. EMBEDMENT TO. (2) VGT W (32) IW)O' BOB WOOD SCREWS OFRAME MASONRY & 42) 51WO A.T.R. EPDXIED W SIMPSON 5170 7135 'SET'w/ W MIN. EMBEDMENT FRAMETO VGTwI C6) iN"x3" SDS WOOD SCREWS & MUGTi sw/ RAILNA1L38 HR45W (18) O FRAME HW4-SD525W(10)1/49Q 12"SDSWWD S285 4565 10d NAILSS& (1)BR"S AT.R. _ 4160 SCREWS&(1)5B"9 AT.R 1 (2) HrTS W (52) ISAN, 2 112" NAILS 8 (21 HTT45 W (52) iSdW IW NAILS OFRAMETO FRAME (1)S18"B AT.R(SEE NOTE#4) 4075 5090 &m5I8"BA.T.R. (SEE NOTE #4) - SODS (iFNFPpI (`MNE(:Tl1P NlITER� 1. CONNECTALL FLOOR TRUSSES TO INTERIOR BEARING WOODWALLS I BEAMS w/(2) 12d TOENAILS. 2. ALLTRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER. U.N.OON PLAN. & G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4, FOR SINGLE PLY TRUSSES. SCAB ON FULL HEIGHT GYP #12'x4"To TRUSS VERTICAL WEB wl(2)ROWS OF IGo NAILS @3" O.C. STAGGERED. S. 17 MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. S. SCAB TRUSS CHORD w/4'-0"2x SYR# (MATCH CHORD LUMBER S12EIw/12)ROWS IOd QB 4'FROM END 84' O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCHASPOSSIBLE OA MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRYWALLSI UNTELS/ ICF WALLS UNO ON PLAN 2 CONNECTION AT 24'OR37O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB121S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALLHIP JACK(CORNER JACK) TO MASONRYWALLWKF WALLSIUNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32"0.0 MAX. w/(2)AT EACH CORNER.G.C. TO VERIFY LOCATION DOES NOT CONFLICT wRJI(IF APPUCASLE) LAYOUT 6, CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOWWALUBEAMSW(2)12d TONAILS O MINIMALCOMMECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM Q MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FORALL TRUSSESTO INTERIORIEXTERIOR SEARING WOOD WALLS ANDX BEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROORNG 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 Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8"ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 NOTE TOFRAMER IF ROOF TRUSS LAYOUT SHOWSDTHIS LAYOUT BEEN PROVIDED BY THE CUENT/ 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 OFTHE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S.MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS, FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REVIEWED FOR REFER TO ROOF �'ODE COMPLIAN(.: PLAN & ELEV'S. FOR O.H. DIST ST. LUCIE COUNT BOCC FLA C.M.U. OR ICF WALL ° +--METAL DRIP EDGE SEE TYP. WALL 2 x SUB -FASCIA - i SECTION ALUM FASCIA 2x2 42 P.T. MIN. FASTENED 2X BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD EVERY OTHER TRUSS w/(3) ILED TO CONT 2 x 4 NA 12dNAILS, TYP. (**) (***) BLOCKING W/ (2) 12d NAILS p I 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 CRITERIA ON COVER PAGE, 2. 2X2 #2 MIN. P.T. W/ 1-CHANNEL SECURED AT 34. O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.14%w:x3xA" AT 16"O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRE® BEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVALFORINST'>B AION DETAILS (**) ALUMINUM SOFFITS_ 1'A" BLOCKING REWIRED. (***) VINYL SOFFITS_ 1'-0" SHALL HAVE FOR SOH TS < 1'-4' MID BLOCKING NOT R s�UIRED . MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=V-0" �0A;9q�126diPd,'uJ,F���. bR 0 � 1F s Oi •. l)'' . h I ICU 'J m .;; •. 3L.. c�rT,4 � FLr «� B®�,Ap� 58•Hii BiP4 � N 0) c a B" S N 0 U) co 8 .G?13 V� §bi NN (i ti LL _Q Bm@t0?Cjr� rb� W a ]d C� G 91L'2 µ w s�q ma o" m 8Z"� mm W V m toSolfiyj' S 9 Z�. xi Q C _1 0' -J u 8& } E ° ° WMA FDSENG.COM ❑ ❑ ❑ 8 z a. Z oD Z N " ro M ,. i p « I V - @ c �c 4n f0 U 04 E = O -� C) t�Q Q N FLORIDA CONTRACTORS LICENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: a O o O � a � O N 3 d CO M x-H Lit V m In o i O) n ® _J LLB ::D M m LO o LL J In U) U) ® Model Name / Number: 1635 Plan Issue Date: Wednesday, May 12, 2021 VI KA PROJECT NUMBER: 21-4891 Sheet: 6 Of: ROOF PLAN B TYP. TIE BEAM. W/3000 P.SJ. CONIC. W/1 #5 REBAR CONT. r Sit SP4 W/(6) - IN X 11/2 SP6 OR SP8 FOR ZXB AND 2X8 WALLS /_ L , d ' ' ay 4 a" DOUBLE 2x 70P PLATE STANDARD HOOKS SEE M505 FOR MORE INFO )' TYP. FILLED CELL W/3000 P.S.I. CONC. t W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHFARWALL EXTERIOR FRAME WALL r. 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3)1/2' X 8" "J" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR _ (8) 27/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE - - - . PLAN FOR MORE INFO • - I MS03 I aaa C/`K.mv nnMIMICl•TIII AI MCTAll` I N.T.S. #5 REINE 20" MIN. LAP BAH R #30R#4REINFORCING t) BAR #R & #41 AP SPLICE SPLICE{ "r25" MIN '___ #5 STD- 90° HOOK #5 REINFORCING BAR Ifs 1 AP CPI ICE SCALRI"-1'o' " IN. #6 REINFORCING BAR x GRA� #R AID P SPITCF I MSO51 REBAR SPLICE DETAIL - GRADE 40 1 N-T.S. I ATTACHMENT REQUIRE ENTS SEE TAPCONS. SPACING %ROWS 2 x 4 1/4" X 214" 12' D.C. 1 2 X 6 1/4" X 2s/4" 12' O.C. 2 2 x 6 1/4- X 23A" 12' C.C. 2' NOTE! TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST_ ____ i LINTEL w ' a (2).2X P.T. i > BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT i NAILER TO MASONRY If DOUBLE 2X NAILER IS USED, USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 1 2x BUCK DETAIL N.T.S. UNFIEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 NON.SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS NTH 3000 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOPGFSLAE a . MS021 TYPICAL SHEAR WALL SECTION N.TS. FORM & GROUT SOLID 2 8F12-16/1 #5 BAR CONT. RM85 12R LINTEL DETAIL 3/4"=1'-0" O O 91 0 -1 GENERAI NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2- (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGHOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. S" BEARING EA. END 4. a LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F= SLLED WITH GROUT I U -UNflLIID 6 REBAR AT TOP R—RECESSED MIN. 1 1j REQ'D QrY.OFEW aS CLFAR BORON OF LINTEE L CAM1Y OF N U zTOP KNOCKOUT F1 113/1T 'c LMRSE LOCK k5 GROUT N OMINAL QUANTRY OF WIDTH #5 R®AR Ar ' ' #� BAR AT . Q BORON OF LINTEL CAVITY HEIGI IT a BOTTOM REINFORCING 74i "ACTUAL PROVIDED IN UNM (VARIES) TYPE DESIGNATION S.NOMINAL WIDTH C.FNFRAI CONCRF-TF LINTFI. MATFRIdI R OPNPRAI INSTAI I AT1ON NOTFA 1. Pc promm, Theseus=35OO PSI. 1. Pwkm fun mortar head aM bed)olras. 2. fc prestressed llmels=6000 psi.. 2. Shoro filled Rl es regUIPS, 3, grouted w ASTM C4i6fg-300D Pet w/ g wadulNgon of lintel must comply w t, the anTtecWml end/or stucturoi dro". 4. mexlmum 3/e" a�repare antl 8" ro 11' slump. 4. LLUnl am matxaeotumo with 6 V2" long nctoiese at the Ones to accammodafe 5. Cenaete masonry un. s(CMU)per hifti1 C90 w/ vmllcal eellrainfondng Ord rodwa, mlNmum net area CompasslvemmngM=2000 Ps1. S. Al lintale meet or axosed L/SW vertical deflection, except lintels 17'4"rod 6. RPAor Per ASTM a616 Grade SO, ongm wIM a n.mIrw'alga I It. meet or exceed L/16O, Prestressing anal per ASTM Mi6 grade 6. IBOItom Tald ecul r&at totes located at the bottom of fhe limel..V... 7. WO low real 7. 7/32" altimeter wire mi upa ere Sac ed to tine bottom steel Tar mechanical anchorage. 7/32 wim per ASTM ARID, 6. cad "Sce corporate may oe pmvmad In opmpoate ISO, IS Also a Soul & Mon. par ARTM C270 type M or S. masonry units. 9. 64 0 Red rearge mead on rational design analysis per ACI 316 and AQ 530 a R0Ma IA°dUCt Approval No. 155.1 1L Tiro exNda audem oT ihmI. installed m Male concrete ressomy"lls Shan bore 00atlng a/sNeSo applied In axon. with ASTM C-B26ora .rapproved Z11ra 12:e Ipatled Nnuneneouely with vxUcel IgrMq and upIMI grid horzotal (leterel) mean enoutl lx checlad for ccmNna loacilre nh tiro tdlowhg eeuaSOn: Applietl veNcal foal Applietl horizontal load < LO Safe vaIq l load Safe horizontal Iced — O,D woo O o SRFS48/1T 8PS4�/1T O © 91,_11 8RF14-1B/1T Sme-IR/1T t% © O O O BF20-1B/1T O O O O BRF22-1B/1T 8F241B/1T SF281B/1T 'b• O O SF321S/ST 0 HURRICANE. ANCHORS (TP.I _ REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -GUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) IS BAR FOR ALL WINDOW OPENING$ 6'-G" AND LAR011 IOOOPSI CON& GROUT SHALL BE FLUSH 'AL CONCRETE WITH TOP OF WALL '-QUIRED R 10' STD. 90 HOOK 4j Hoorc � E N STD. 90 DEGREE ANGLE 3000 P.S.I. CONC. W/1 #5 CIA. REBAR S"x U.N.O. CMU U.N.O. TYP. BOND BEAM S' x 8" x 16" K.O. LINTEL BLOCK PILL W/3000 P.S.I. CONC. W/1 #5 01A. REBAR 1 #5 TYP. DOWEL25' MIN. LAP (ACI 530) LINTEL ' L' c , SEE FOUNDATION ' �--.�" FOUNDATION PLAN , - SCALE: 1/4' = V-O" PLAN LOCATION$ REVIEWED. FOF ALL ELEVATIONS MPLIAN( MS01 BLOCK WALL REINFORCEMENT S. COUNI B.., v eAgTTTTg7taa/,,�,�� ton"' � T `'� r }' .- ✓ e "•. r7 " v � 1 � 6 N s r 0`\' p2gg% SLL711��4: fT0 N O 69 W S s P 1.m r aEOR,4le ��� Gt a % NN 4 W a �LL a w 3 bR g' O 2M 0 ¢ O P'S tg o F- g�a J J m m �d P ZN e a k R Jin Z O g A^?LL 5 WNM14.FDBENG.COM ❑ ❑ ❑ CO z O z N z N ,, Z V) 0 m N 00 w � C t4 W� f U— NE W L O "WY C) p r Me Q N O m DA S HQMXS FLORIDA CONTRACTORS LICENSE NO. CRC1320140 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: 0 O to LLJ fjBi DO C O Ch a <1 Lit a m M -a J t.IJ V/ V J U0 L FT -Model Name / Number; 9.1635 Fj Plan Issue Date'T Wednesday, May 12, 2021 KA PROJECT NUMBER; 21-4'891 Sheet: A Of: e. LINTEL PLAN [ O 2x6 #2 SYP P.T. W/ (2) W`xS' WEDGEANCHOR O I OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x S" 1/2" X 8" A.B. W/2" 0 "J" BOLTS WASHERS SET IN TYP. FILLED CELL a FILLED CELL W/ #5 MIN. 5 PER JAMB. VERTICAL b ~ SECTIONAL ® OVERHEAD DOOR CONT. P.T. #2 `WOOD 0 O�tl�®''tv ' O ': t a.: SYP 2" X 6" I N " TRIM tee 2"x6" P.T. WOOD JAMB • DOOR AND CONNECTION PER MANUFACTURER GARAGE SLAB �: ,`.. r�® GARAGE DOOR ' F L TYP, GARAGE DOOR ( ®,°tt `l._• TRACK MOUNTING DETAIL u a i t®!lP95999tl®tl3 (T6 a N C to MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. a 1�cS g C�a W ti 00 mS® h 00 �U p av ,y J J J `p & Lo pR $ 0, LL LL LL BLOWN -IN R-30INSULATION PEP FBC m6�3si Wa39I 6 W a I - AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES 4# q u ui m w d w 3 ¢ LL s @ ®� ,�, 0 AT EAVES (FOR VENTED ATTICS) �g R O 3 BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED 12 i - ` SEE PLAN FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) '�@ 5 S yl rn m ¢ O m m 1ILJ. 12 WITH PERMIT APPLICATION D °-0 PROVIDE BAFFLES AT EAVES PRE ENGINEERED WOOD POERBCR90V OVERAPAMENT 0 0 v_i o 8 i Z U SEE PLAN ROOF SHEATHING - SEE SCHEDULE- " Gil w (FOR VENTED ATTICS) TRUSSES @ 24" O.C. LRSH1- ON FRAMING SHT. FOR , �' Ss D FIBERGLASS SHINGLES OR i ' �1 SHT'G&FASTENERS. Vw ."ENQ CN _ TILE ROOF (PER ELEVATION) 1 .,' Y 0 • OVER APPOVED UNDERLAYMENT PER fBCR 905.1.1 OVER APA 1441, % ..... - TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR Z _ _ _ _ y PRE-ENG. WOOD ROOF SHEATHING SEE SCHEDULE- [RSH1 - ON FRAMING SHT. FOR i 1/2" DRYWALL —I •' • BRG. HT. ,1 Z,I,; ^4 f 4 I TRUSSES @ 24" O,C. SHTG & FASTENERS. < • FELT PAPER OR • ' ETAL DRIP EDGEto I,4e d y �'` (�� TRUSS ANCHOR (SEE PLAN) TRUSS PLATE 3/4 P.T• NAILER " ; : '! r 2X SUBFASCIA _ T Z I l I 1 ` u �� u u v u �r ,� a �, �� ,� �� , TO BE INSTALLED ON OUTSIDE FACE I •1i SOFFIT. SEE ARCH. lV � (7 � - ----- - 1/2"DRYWALL PLANS METAL DRIP DRIP EDGE CURTAIN NAILER 1 x 4 P.T. @WINDOWS rI 8x8x16K.0. BLOCK U_ 1/2" DRYWALL CONNECT ZxSTU 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. O.H. SEE ELEV. WjN(1# DIA. REBAR & 3000 PSI CONCRETE R 0 T(A c 0; `J ALL PRECAST "U" LINTEL TO TOP PLATE WrrH (4) 16d TOENAILS SOFFIT. SEE ARCH. SEE SCHEDULE a (J - N E 1/2" DRYWALL PLANS SEE PLAN FOR HEADER SIZE N v p^p q pNp OPTION: O.H. 15/32" OSB EXPOSURE.1 ON f MAXIMUM OF (3) - 2X PLATES MAY BE EXG WALL W/ ALL EDGES BLOCKED, OM ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T613 FOR NAIL ATTACHMENT. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. N CONIC ALL LOCATIONS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 a SHOWN ON FOUNDATION 3000 GULFBREEZE PARKWAY u &FLOOR PLANS P u GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN r DIVISION LOCATION: LOCATION OF OPENINGS IN PORT ST. LUCI E EXTERIOR WOOD WALLS. IF NO 1 OPENINGS ARE INDICATED, FULL X. job Information: SPUDS ARE REQUIRED). �. NOTE: 44" MAX. SILL MGT. ON VINYL FRAMED WINDOW ALL BEDROOM WINDOWS. WINDOW STOOL r' W/ SCREEN PER SPECS n N PRECAST CONC SILL CEMETITITIOUS DECORATIVE "ry FINISH 7/8" THICK PER ASTM PAPER BACKED FOIL R-4.1 u C-926.98A INSULATION AT CMU BLOCK WALL P PER FBC AND ENERGY FORM J EXTERIOR FINISH - 2X STUDS (SEE FLOOR PLAN FOR SUBMITTED WITH PERMIT (SEE ELEVATIONS)FL MORE INFORMATION). SEE TB13 APPLICATION o 1/2" DRYWALL ON SHEET 6 1 z 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR LO FOR NAILING INFORMATION FOR 1 x 4 P.T. -� 17" IN CONCRETE - 25" OLO R-13 INSULATION AT EXTERIOR WALL SHEATHING. BASE NAILER EXTEND (ACT 530) ABOVE ui m d. WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED P.T. ZX #2 SYP. BASE PLATE w/ 1/2 x 8 A.B. (OR 1/2" x 8" TREN WOOD SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN a) (y) m WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN, 6" FROM END - SEE WS07 SEE FOUNDATION PLAN FOR 1-1 v rn m WOOD BASE FOR TERMITE SHIELD SLAB INFORMATION -. _ TOP OF SLAB F-- M 0 a m 'C SEE FOUNDATION PLAN i , ., .. •.., .. •. , . «'-�. ® —J L1J • FOR SLAB INFORMATION - _ - - _ TOP OF SLAB _ _ "''-''" 'T•• ,-�- `° io u7 .. _ GRADE .J V1 Name Number: 00 Model / y. GRADE i ry ' SEE PLAN FOR €� 1635 ; RE -BAR QUANTITIES a CLEAN3 COMPACTED W d 93 ® Plan Issue Date: FILL 1, SEE PLAN Wednesday, May 12, 2021 ..• _ SEE FOUNDATION . KA PROTECT NUMBER: r SEE FOUNDATION PLAN PLAN 21-4891 16" fOR FTG REQUIREMENTS REVIEWED FOe. CODE COMPLIAN E Sheet: Of: WS01 TYPICAL WALL SECTION - 8" C:MU �4 - _. WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=TA" TYPICAL FRAMING DETAILS lu F m m m W 1" 1�h" 14a (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ 12) ROWS OF STAGGERED 16d ROW OF STAGGERED 10d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148, L= 3'l OR EQUAL ( a EALH D = 01 31/2") OR EQUAL OUTSIDE FACE) E",= 31/2") OR EQUAL ID=O 162L 1lnN ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHDWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 MR THE THICHNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I 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) F.F. NERHANG �f. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8' - NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CIVIL AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU, 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2-8d EA. END EDGE VIEW SP4 AT (3) 16d COMMON 24" O.C. NAILS(TYP)—T� SEE PLAN FOR WILL HGT. %7**�_HEADER PER LOCATION %000j is%% (Fro B• . •' 1IF I F�2x W/ (2) 16d TOENAILS EACH END TYP. pATTACHED I TO p :.•NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• ROUND/ SQUARE TRANSOM BOX HEADER—j EACH END 1 1 i . �llll WINDOW OR DOOR OPN'G i-CMU PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 4B"4f 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2xS STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W Sd 2 1 2" x 0.131 NAILS (SIM, w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. 48` MiN TOP & BOTT. NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OR SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3' O.C. 'BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'A * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ — 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - 'k * 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 EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"0/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HT74 W/ (18) 16d NAILS & A 518" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE EXT. OUT BEAM TO SUPPORT SIMPSON HUC410 TRUSSES IF SPECIFIED ON PLAN BUCKET SEE ROOF - - - PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO ' SEE FLOOR PLAN FOR COLUMN SIZE & ' `------ -- BASE CONNECTION INFO `- OPTION A OPTION B 1/2" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SCALE: 11/2" = 1'-O" ROOF PLAN BEAM SIZE & SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — AA SEE PLAN FOR TOP OF BEAM I EE FOUNDATION PLAN FOR MORE INFO 12 SEE ELEV. ITYP) SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" !i O.C. FIELD 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) SIMPSON SP1 @ EA. STUD --� 2'x P.T. PLATE ' 1/2" X 8" "J" BOLT @ 24" O/C MAX 8"xB"x16"K.O. BLOCK W/ 1 #5 CONT. CMU WALL ®. INEERED WOOD TRUSSES @ 24" O/C -UPLIFT CONNECTOR (SEE SCHEDULE) — DOUBLE 2"x4" TOP PLATE STUDS @ 16" O/C -CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT` PPry/'dp 4®A9AAT �.`QP •lea � �O: vG n�oA t5' ``40 s I , a off 7 8116U;,.. T m N c a ffi ffi N L to w 009'O3' tJL LL LL I OSNa�� a 5 .w a H CI-m� 0 3 a k $$ e ma F € WVWI.FDSENG.COM I] El 11 Z Z o N (■A■■ Z z� N -) Q ti V — .� V) Z) = (1)-9m fS3 U R N E R II tca. - ar QD FLORIDA CONTRACTORS LICENSE NO. CRC1330146I 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: rloo 0 a z O a n W N d a) xi Lo Y M m Ai z H i V m O a 0 J W ZD M Ln o L JmU)W Model Name / Number: 1635 Plan Issue Date: Wednesday, May 12, 2021 VI KA PROJECT NUMBER: 21-4891 Sheet: - 3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. WF39 1 TRANSOM DETAIL AT ENTRY 1/2" = 1'-0" WF09 I WALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT N.T.S. WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSHI SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN _ , (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 450 - 8d NAILS @ 4" O.Q. MINIMUM 2"X4^ - 10DIF>9, 0.1031 @ 8" O.C. EA. IDE) CROSS BRACING - ^� WALL AND ROOF (SEE PLAN FOR _.- SHEATHING, SEE TB13 LOCATION) �.,.'- BLOCKING y-� 2x4 SYP L BRACE FOR 2x4 SYP OR SPF CROSS BRAG GABLES 3'-0" TO 5'-11" TALL. APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR THEN 48" O.C. AFTER. NAIL w/ 3-12d @ EACH FEND & GABLES 6'-0" AND TALLER. CROSSING AT 45 ANGLE. ATTACH L BRACE W/ (NOT REQ'D 4' 1" E SHORTER) 12d NAILS @ 4" O.C. FASTEN (1) SIM ON HGA10 CONT 2x4 PE(SPA RACE CONNECTOR FROM GABLE TRUSS DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. RUBS BAYS )"NAILED) (3) 12d , W/ 3-12d TO CHORD (MIN BLOCK PLATE NAIL GABLE TRUSS PER JOINT , 1ST 4 BAYS) TO TOP PLATE w/ _ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- / 2x8 .T. PLATE 1/2"X8" ANCHOR BOLT ' 4 BAYS NAIL OVER X-BRACE AS SHOWN- ) 2x4 SYP OR SPF BLOCKING AT 48" O.C. MIN. BETWEEN TRUSSES @ 48' KNOCK OUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. TRUSS w/ 3-12d NAILS EA. MASONRY WALL SYP W/ (3) 12d @ EACH TRUSS WEB ROOF SHEATHING, SEE T813 FOR ATTACHMENT NAIL TOP OF "T" TO GABLE4OFT' IIII7/FASTEN TRUSS w/ 2.12d AND 1 SIMPSON H8 w/OVER JACK TRUSSES, SEE Iq I10-10dx11/2" NAILS P A"``%%%I TB01 TYPICAL CROSS BRACING DETAIL N.T.s- TB02 TYPICAL CROSS BRACING DETAIL N.T.S. I (1) SIMPSON HGA10 N @ 48" O.C. w/ 81/4"x11/2"SDS 2-12d 10ENAIL3 QP� • .N S E ° WOOD SCREWS GABLE NBLOCKING w/ `� G PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS FRAMED WALL BEAM 2/ �; � g6 ?� 8 CENTER LINE OF HIP/RIDGE, TYP. OR 8 AND 1-SIMPSON H8 w/ Np BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS s ry NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLEcq m P. v,A :• r, L O T: A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED OVERLAPTRUSS BRACING GE01 GABLE END BRACING N.T.S. '♦�`�cs::yli� WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A TRUCTURAL -- -- PACE T� G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 QD TOP CHORD WHEN REQ'D NAIL TO TOP CHORD 3 TO PREVENT SHEATHING JACK - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SEE * SYP TRUSS BRACING SPACED AT 10'-0" MAX aN g -wog W ti ro PLAN F a o0 r ;-a Q ti ®.g Lo O 2X4 BLOCKING � � N W ms�A� G�iMoS w a HIP TRUSS BETWEEN TRUSSES R g- v w_j tU vj 4 a SECT,� 3 W LL m \ a mS Q p a' TB03 HIP RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) NTsggg w hS" 91 ui�m m O LL < r �'� WWVV.FUSLNG COM Z Z g Z zU) Q TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPi-2014 QRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND THEREFORE 13E INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT to a Z tN BRACING SHALL IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED t/1 TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY J LL CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT TRUSS. m W '4'�+ EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANYONE 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALLLAAL E$ AT MAXIMUM - SPEFIED BYTRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL U BRACING 3. ALBRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2)) 3-12d NAILS'AT EACH SS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT © C I(�\ ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. C M R5 L) co SEE TYP. TRUSS BLOCKING DETAILS SHEATHING �! cq r 3 TO 4 TRUSS AS SHOWN c co /A MID x4 NATE TRUSS SPACES DIRECTION ® Q N o u�6 41,m RB6 ® DAMS HOMES VERTICAL SCAB 2X6 02 SPF 48" O.C. SEE (2)-1 NAILS W/ (4) 12tl TOP &BOTTOM OR HS SEC ON FTRUSS TO EA TRUSS P FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF (4) SOD &B REQUIRED RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA32563 sEi=Ptnry WBLETOP DouBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE -END. TRUSS SECTION B-B VARIES ROOF zX sn3D wAu SEE PLANS LOPE • PORT ST. LUCIE .°� ,. Job Information: CONY. FRAMED RIDGE \ / \ / / MAYBE NAILED w/ MIN. VERTICAL SCAB 2X5 42 \ 2X4 SPF BLOCKING \ (4) 12d WHENF LANDS SPF 48" O.C. W/ (4) 12d \ \ BETWEEN TRUSSES Ss 2.8 SLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER B THAN 8'-O" \ 2x4 SPF BRACE / jE \ @ 48' O.C. - NAIL w/(4) \ DOLLAR TIE \ 12d AT EACH END & EVERY SHEATHI RAFTER rd \ \ \ \ ALTERNATE DIRECTION O \ a 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) D TRUSSES W/ 12) 12d NAILS @ EACH END, CONT. EACH BAY TRUSSES o N B TB 2x4 SPF W/ (2) 07X31/2" / / SEE PLAN w 0) ALTERNATING DIP WOOD SCREW EACH TRUSS OR HS @ 48" O.C. / / 41 CO BLOCKING PRE-ENG. TRUSS \ / / > eH R C (I) CONT. ROOF SHEATHING AT TRUSS TOP . STRUCTURAL SHEATHING CHORD ATALL HAND FRAMED AREAS TYP.co 3� 41 0 d W SEE PLAN FOR CONNECTION SIMPSON A34 OR Q J LLJ CO o e (USP MP4) @ \ \ / / co2X4 2%4 P.T. BLOCKING BETWEEN DIAGONALTRUSSES W/ (2)-12d NAILS @ AT 8'-0' WOOD 2x8 42 SYP RIDGE BEAM 2'-0" ON CENTER / SPF BLOCKING Model Name / Number: EACH END MAX TRUSS ,*-• 2x6 RAFTERS @ 2'-O"O.C. \ /\ BETWEEN TRUSSES Y \/ MAX. W/ (3) 12d COMMON TO RIDGE BEAM @ 24" D.C. MAX.W/ / \ WALL BELOW TOENAILS RAFTERS R SPANS/ 3S 4 / \ \ (3)12d EA. END (TYP.) 16 35 FT @ 2'.0" O.C.X4 (SEE PLANS FOR TYPE) MAX W 10DA" CONE. MASONRY SEE PLAN Plan Issue Date: COMMON TOE NAILS TO RIDGE BEAM 2X4 STEEL WOOD G T & 8 CHORD BEARING SUPPORT D CHORD TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE May 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING � R: KA PROJECT NUMBER: A PROJECT N SEE PLAN FOR MORE SHEATHING INFORMATION 2 REVIEWED FOR Sheet: S � Of. 2x4 S.Y.P. @ 16" O.C. CODE COMPLIANCE ST. LUCIE COUNTY TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N,T.s. TB15 EXTERIOR NON BEARING WALL DETAIL N.T.S. BOCC ROOF FRAMING AND BRACING DETAILS \\\\\\\\\\\ THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST 5 IN M 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 3/1611 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" ( SPA( EVEf 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE An s„ 3„ 3n 3" 3i1 3" 3''{ I I I _ - F 3n 3 3" 6 6 61, DOUBLE DOOR W/ SIDELITES IA 'E 6' ;PACE MENLY a" E SINGLE DOOR W/ SIDELITES DOUBLE DOOR PACE VENLY aiaw Phi Eck to A" In SHINGLE INSTALLATION GUIDE am TF NAIL SHINGLES W/31 OR 12 GAUGE ROOFING NAILS. 3/6" MIN HEADS. a PER SHINGLE. w0'`O` a usAa "a D CA'y 3tD G°"� Gaulso d y0" E 70 ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT PPPUED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) FJnFR. WALL FINISH AND EXTENDING A MINIMUM OF 6' ABOVE B" X S' H GALV. VERTICAL RISE OF R.&SHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER ST seuANr SH NGLES FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ Irvc 1 AT ALL VERTICAL WALL INTERSECTIONS \ WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET f KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" •`'t x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N,T.S BUCK STRIPS . 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE 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 ' ^tA• JAMB MIN. 4 FROM END AND MIN. 16" C,C, 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S LOCATION OF BARRIER TO BE.L °" IN FRONT OF MECH. OR AP , WHEN REQUIRED � iir2�++�I•E�eEaJr�Er+T' 2?( WOOD FI3 AlIi' +g WOOL; SCREUU) BY OTHEits " DIA. CONCRETEHEAT ----- =iLLED PVC. PIPE. BY OTHERS - ': CAULK BETWEEN '? FIN &SHEATHU45 TOP 0 F SLAB ExTE926a s#" FINTSH BY OTHIEA3 IfkiAAETERE,' 1/4" INA CAULK skwsiil I z ° ° r `71 O.A WINr7OW' -r - f- lr- Ir I HEIST ° 16" MIN. DIAMETER a CIA NICR CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING N.T.S. WINDOW INSTALLATION N.T.S a DRIP ECGE. HP SOak AT AS AND M $OF s0OS. OVERLAP TOOE A MNIMUM .). EAW DRIP EDGCS SHALL Ex1END V SHEATMNG AND EXTEND BACK ON THE NMJM OF 2In. DNP EDGE AT EAYE6 PERMITIEO TO BE INSTPLIFD ENO 1NOER THE UNDE"'OvIFNT. IF INSTALLED UNDQaAYNENI, THERE aHALLBEA OR P EDS OF ROOF GEMENT IFE MAUO GRIP EDGE FLNNGE. GRIP EDGE &HALL 9E :ALLY FASTENED A MP%aaaM OF 12m ON %Amu. Fastener Sparing (Ianbs, Head and Sill) Wall Framing: 02SPruoe/nre/Fb or New #10 x1-//2" _-- So" #1O Mlnlmum P...... an GM16e19%ad 1 3J8• maninlibeg Fln Close; Section V Few aAlabr view or Raw wn w el Exterior Sheathing I, -- Note; We strongly recommend the use ofAashing and/orNashmg tapes and s/Npan$ assl'atalA57N I117-01.Nawever, rice to variation fo codes and bugd/ng o'peb # Is A? up to the and user to determine Me pFppnhissla#adod ofthase /terms. Wvfi E.OMLE Real011t before Installing your wmCav, the bubble wrap may be pe" back or NglectiM, but please reatick the wrap to prorett live blodssbom Watches and other damage until'oansbuctiah is compote Step 1 Measue ID be sere the opening is 3M" to 1ITlarger than the window size both vertically ad hndmntelly. • Ym may wish to predrill the installation holes In da fin at thistme. the habsmmemmn #n as arenas 202 Apply a generals bead of slikone to the bBdcside of the mounting fin. Use enough Glimneto su015iartty fin all vow bewreen the fin and the vallsheathing. Rep 3 Intent the wndow into it* opening from the dude. The wlados is labeled "inside" and 'outside, but If Olese labels rates been removed, the qlazina bead should always be ID the yaside of the building. Step 4 Install shims under the sill, adjusting them Ind the unit is plumb In the opening. shares should be Petalled under the sip every 2 test. The window should be basloallit centered in the odedeng wrdi no mores than l4' gap behvan the window and wall fiSming. Step s Install a#10x 1-1/2' sense 4" horn lice comer Of the fat at sun erd of the load, sill and both Ambs. Rapti Instal the remaining fasteners In W Increments from the corner saew's to the center ofeach Same member. Use care not Mover- IderftStates and POLL themththe fin.Also, makes are to scera 90 in straight and do not muss tie frame to bow. Wall frarr ensued be a minimum of #2 Spnice/ArOl '. Fasteners sfheule be #10 strew of sdtdent 610 ad acldere 1-3/t ton and the ival and no Ethan Ur from edge of framing. Fastakr alld0es nemeadl side of bamefn achieve 8" n of Franc Member 1!W 1B' 26" 34" 4r 50" sir 66" 74" a2" 90 98" Numberoffasterlers 1 2 1 3 1 4 1 5 1 6 7 B 9 10 11 12 1 13 Step 7 Remove excess diecone 'squessee air from around tie fin and ins for holes or molds. Use slioDne Or fin my voids. Step If desimd, a foam Insulation can be applied ad the interior gap bemoan the window and wall framing. If tippled, tldsaw.#be Iris NON EXPANDING. TYPE FOAM. Step 9 Shoe these wtldom are typically used In moms with high rnolsNre, IS; bedrooms, it is remmmended the the Real gap beM°en the window and wall framing aim be sealed wan silicone and tooled se as not to neatens with the Installation of vaillboard,blembilm. Step 10 Onto all construction Is COmain2, remove the bubble wrap tram the inside and outside of the wlfdow. If ne tessary, Sean the blocks wOh a mild thateagent and Room water usinil a soft dWh. Failure to follow these procedures will void any and all warranties. O` t '0 a % h S JA eH LU s p•.01 C4 tN t 1.C. <oAc FL 0�*. �. sap -rve i j*� t tOs N fD N c v GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. ti 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. a 3• SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. � � a lu- i° c m fill; 3 J.. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION m S$F W AND CALL OUTS. g $ q Rg v IL OL . �5� Zt��E W N z Product Approval Submittal Affidavit � � ° 6 2 pp �$ a .0 3 Building Address: Contractor: Building Permit: A >g LL a 66 ` K n Q O p Product Design Manufacture Model # Attachment Approval #W J Pressures Method �¢ 11.14 WWW.fD9ENe.COd ❑ ❑ ❑ Roofing: DAD'1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 Z g NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 10 _ W/ 3/8" MIN PENETRATION THRU SHEATHING a 10 (� ROOFING VENTS: � ' a DAD E Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, f 9 COUNTY APP. t ff- -d a t" R L M FL21580.1 R-2 'J o, Ln z M ROOFING UNDERLAYMENT: N a! 1st Choice TAMKO BUILDING TAMKO No, 30TS UNDERLAYMENT SHALL BE APPLIED AND FL1232&R9 a PRODUCLLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH lJ R905.1A w gRIO Overhead Garage Doors: 9 2 cN 1st Choice +30.0/-30.0 CLOPAY 6x� 2"x6-P.T.WOOD JAMB WITH FL16546.8 we $ : 53W5 IS)1/2" DIA. x 8" "J"BOLTS X— Do 8 . 2nd Choice +30.0/32.0 CLOPAY 8x7 FL15279.84 �. U �o ®�" Swing Doors: a N a 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 - FIBERGLASS DOOR TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS. FL 0 1.12 +67.0/-67.0 THERMA TRU-CORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 I&A\DAMIS HCMICS FIBERGLASS DOOR FIBERGLASS DR REATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM I 11 III 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN.16" O.C. F1.0215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PLAT PRO U FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS &DOORS SERIES 420 SGD FL15332 4 DIVISION LOCATION: 1st Choice Aum. I r MT WINDOWS&DOORS SERIES 440SGD FL15332.12 PORT ST. LUCIE n Alum. reinforced — V Job Information: ' Windows: +40/-50 MI WINDOWS 3540 SERIES Tvdn SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPOON FL 17676.9 1st Choice Si a Hu (fin) ANCHOR WITH MIN. IA' EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Slngje Hu (flange OF SUFFICIENT LTH. TO PROVIDE 5/W MIN. EMBED. INTO WOOD BUCK. FL 17894.2 FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF 3540 SERIES Single Hung (fire) IN LENGTH TO ACHIEVE 1°h" INCH MINIMUM EMBEDMENT +50.0/-50.0 MI WINDOWS IN WOOD SUBSTRATE. FL17676.2 MI WINDOWS 35Hung00 (finlessES) SERISingl FL17894.4 frame Mullions- a M 192fi V I N MI WINDOWS - ertca MUIIIon FOR ATTACHING MI WINDOWS MULLION SECT5790 CLIP INTO CONCRETE 3 16 APC N ANCH R WITH SUFFICIENT LENGTH TO ACHIEV A TA FL 18504.1 rq M-1926 Horizon Horizontal imul'on MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 '� 4)0) 4) to EDGE DISTANCEo >n N M Fixed Glass" 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN.1?4" EMBED. TO ALL FACTORY DESIGNATIONS FL18644 R-6 �/ P. ` LLJ to U) 2 a WITH ALL F40LES NOT DESIGNATED R TAPCON SHOULD E FILLED W/ #8 SCREWS OF SUFFICCIIENT LTH. TO PROVIDE 0 _j LL^B a WOOD J (J 00 lQ 5/8" MIN. EMBED. INTO BUCK. V ! Soffit: - ® Model Name / Number. 1st Choice +6s.o/a1.s KAYCAN LTD Standard vinyl Staple 10" on center In dlrectlon of length FL16503.4 R5 7.635 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl Ste le$ solid 144 vents "145 FL12194.2 ® Plan Issue Date: Hurricane Panels: Wednesday, May 12, 2021 t Choice Dade County App. A L C SHUTTER ER 24" Ga, Storm Panels 24 GA. STORM PANELS FL16293 R3 KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 21-48�1 use in the structure. (Architect or Engineer of record) REVIEWED FOR Name: Carl A. Brown Certification Number: Fl. # 56126 CODE COMPLIANCE sheet: S-5 Oil Name: Luis Pablo Torres Certification Number: FI. # 87864 ST. LUCIE COUNT°' BOCC MATERIAL Name: Certification Number: REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER � & wF-nTHeR aeslsTlve THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH . � RESISTIVE BARRIER TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS R703.1 General. Exterior walls shall provide the building with a weather -resistant bxterior wall envelope. The exterior wall - SELF -ADHERED FLASHING DOOR ROUGH OPENING: ' TO BE USED, envelope Shall include flashing as described In Section R703.4. WEATHER -WEATHER WINDOW UNIT ' R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the BARRIER d WOOD FRAME CONSTR. t"BEAD OF CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING $14" LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in :12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that Penetrates the exterior cladding. BY OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY6IN. UP JAMB JAM LIQUID NAIL BRAND (0.6 Cm : 30.5 cm) SELF ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 for Type 1 or other approved water -resistive barrier shall be applied over studs sheathing all exterior walls No.ere 15 \WEATHER OR EQUAL WEATHER PROOF CAULKING EQUAL.VATHER t s l s asphalt felt shall be applied horizontally, with the upper layer lapped over the laver layer not k;s5 }hen 2 inches. Wher¢ 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 Installation Instructions. The NoAS felt RESISITIVE -ADHERED / CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. PER FBC-R (CURRENT EDITION) 703.7.3 water-reslative manufacturer's asphalt or other approved water-reslative 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 Watouresistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, Shan 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 Dual) Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703,4) Intended to drain XTIONS: 1. Cut, fold up & temporarily secure weather - HEAD FLASHING TIE-IN INSTRU7t 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 allow for flashing instanabon resistivebarrierabove BUILDING numbered Items In the list Of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. us head flashing under weather flashingW 9 resistive barrier PAPER 1. Install self -adhered flashing In order as shown by numbers greater than that of eo-me ute Grade D paper and Is separated from the stucco by an intervening, substantially nonweter absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and seal with tape 1 8 O 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible ___.--_______. paper 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. Fluidapplied membranes used as flashing shall be applied in accordance with the manufacturer's .-__ - - __-_____. __ SELF -ADHERED FLASHING Scale: NTS W SELF -ADHERED FLASHING EWP:OL2 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER=WP scoring Cuts Instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of framing Self FLANGED WINDOW I EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and water to the building structural components. -adhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying " 1, adhere to substrate using a square piece of flashing material (6 x 6 with AAMA 800 or ASTM 0920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM=S:L, RUBBERIZED ASPHALT Minimum ) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in a EXTERIOR SHEATHING 3/4"-1"BEAD OF CONSTR- INSTALL SELF -ADHERED RUBBERIZED ADHESIVE ASPHALT 6. Fold as Shown by aITOwS exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. P Y g Approved EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB&HEAD ADHESIVE 7. Angle of comer may very, adjust folding of the flashing accordingly to fit. Y rY� j g 9. 9Y fleshings Shan be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF-ADHEREDFLASHING® O UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 1 OR EQUAL WEATHER PROOF CAUWNG (SEE DETAIL WPo)g I tight to corner $. Mechanically fasten as necessary 1.Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the � CHEMICAL LETTER ON CHEMICAL LETTER SCORED exterior wall finish or to the water -resistive harrier complying with Section 703.2 for subsequent drainage. Mechanically y COMPATIBILITY RELEASE PAPER attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed , in accordance with one or more of the following: SELF ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �'r r HIEFORE FOLDING, SCORE nELEA3EPMEB Ta SHOWN) aoHEsrva As sliDwN) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications net addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish or to s e. subsequent drains the water resistive barrier for g s using pan fleshing shall incorporate flashing or protection SECTION -A NECESSARY IN CORNERS THROUGH at the head and sides. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED O 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. FLASHING 2 or SELF -ADHERED FLASHING 5 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 t 4 2 (D SEAL TOPS OF JOISTS t 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 2 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood4rame construction. SELF -ADHERED FLASHING SELF -ADHERED FLASHING �/���] DECK V V I� ®� SELF-ADIIEREDFL/WSjIfN ., (� INSIDE CORNER V s.Atwanandroofintersections. 7. At built-in gutters. HALF ROUND WINDOW EXTERIOR DOOR WITH 2 i SELF -ADHERED FLASHING - - DECK PROTECTOR iJ SHEATHING " 7/8Cement Plaster 718" Cement Plaster in accordance with in accordance with ASTMC926 ASTMC926 SELF -ADHERED � FLASHING PATCH ,..r `, ' : , Fell backed metal Felt backed metal V lathe in accordancelathe in accordance SELF -ADHERED FLASHING 1�4 - with ASTMC7063 with ASTMC1063 j f DECK PRQTEC70R ,.. Building Paper Building Paper y 7/16" O.S.B. x 7/16" O.S.B. sheathing , , sheathing SINGLE DOUBLE JOIST /'/' Metal Keep top edge JOIST SELF -ADHERED FLASHING Flashing •. ., of Weep SCreed SELF -ADHERED FLASHING 1 below top of 3 1/2" block block 2 Unperforated 3"MIN 4 Flange 7/8" Vulcum Weep Screed cauk bottom O 5 ,� joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P Q ( ) APPLY A LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ��I ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE Weep Screed 1 1/2" t0 2" Flange 7/8" Weep Screed \HO.8362x;DECK JOIST OUTSIDE CORNER Y 9 VV V Y r INSTALLATION OF THE BUCKIRECEPTOR. Above Roof i/2 Cementitious J Sheathing Decorative Finish i i b • • i, All Inside and 9 outside corner will EXTERIOR I WINDOW UNIT ° need to be miter CEMT. FIN. i Cement Plaster cut and caulked all butt joints need to BUILDING PAPER i I SLOPE in accordance ° ' becaulked using SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in :12.0 in r7u (0.6 cm: 30.5 cm) 0.3 in :12.0 in �_ (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm : 30.5 cm) _ _---- ----- I ° SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING -- --EXTERIOR i CEMT. FIN: BUILDING PAPER j r WIRE LATH 1/2" Cement SELF -ADHERED FLASHINPlaster � Finish wish j Block WIRE LATH rated a.' o Flange 1/2Weep BUILDING PAPER Cement o, Screed BUILDING PAPER Plaster 'over block 1st floor' EXTERIOR' WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 2 2 8 Note: _ _ -----____- ® The building paper and ! metal lath must be installed over tha top Of REVIEWED FOR WEEP SCREED DETAIL CODE COMPLIANCE _ _ _ SELF -ADHERED FLASHING '� SELF -ADHERED FLASHING 1 '1[�V SELF -ADHERED FLASHING SCALE: NOT TO SCALE ST. LUCIE COUNTY CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT FINISH PARAPET WALL �12 the weep screed. 11OCC xxxxwu rr'fffr �O TOR '��PO rvNSE S sew 'G a1g it N Li � Kt OF04 � 1•. S� p�. C„� ccro ��®'' s � • r I Ott �''+` �o v J!I to 9itlStty N v-v1 g uy F Lo mOD s� 21 rid 12 �f m� Ou € QWs. W 6vS M 1133Zra < z 0: "�s 3 0 I DS m�i mF m OJ o ga � g$ IB c� y F2 'aWWW.FDSENG.00M ❑ ❑ O z Z S $N a% J N tg a Z Q / 11 0W 0 LL u W C 4 0 - U mNE W L U (n � c IIIII1 Q N o ns dfilm 1 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® I lob Information: 1 I i 8 d I o Q LQ LUM � 'I m m m a m 0 � a') a 0 -J� LLJ -1W V / /�/� :! / M In o LL V1 Model Name / Number: 1635 ♦ Plan Issue Date: Wednesday, May 12, 2021 ♦ KA PROJECT NUMBER: 21-4891 Sheet: Of WATER PROOF DETAILS e I 42X42 A/C SLAB j BY B L D R MIN.. 2' FROM WALL }� I 25 $H 25 SH 25 SH 0 25 S, i ESRESS - VAULT CLO. CLG. CARM _ f 45 255 AIMIL OOM 1 Ox6 1 wcd egFis cL.x 90 ) C......... ... ARPET 1 Ox6 1 w d 6„ 10x10 rag 0x10 rag g» 6 ( f�. :.:.::....::..:; MS » � m Rj5 14x14 r 1 i RT HALL r 18x fbrog 6.r 95 20 �,., 1Ox6 1wcd J 5" bath duct 8x4 wcd VAULT C'A VAI;I 1 CL.C. CARINfT,3 FStNE _ \..__ VIiVYL ' _-Kx ° C.AIRPEF to roof cap z i r �e v� a ti !`0 14x14 rag 6 w/ standard 70 _ _-e__e_® .iNEN i 80 - _ , �a .......,..... «,.,.,.. � Ox6 1 wcd 2�,, cfm bath fan 10x10 rag. I 2» �, • r : ; — 1 VI F3COROOAJI 2 I .j - —�14x14 rag v VAULT CLG• 6 C.4RPE.i a EL p 75 i 4» j - 10x6 1 wcd SH 9 7u n�)s4rra aKr� R!Ln Fl FYFFi :PANTRY > VAULT CLf1 - 5R 12x6'1wcd {. cd�. iL •c• a. J asMi' 5 8 4 1wc r i PULL DN. Sr RS 9!4 .. ...... » r hUCATE iN Fie ❑ I 3 4 dryer duct zz�/z x 4 I „ , - -- - -- ! CGR_S3 14 to roof cap - - i3068W1) 10 w/dryer vent box li- SL a0"HIGH - I i rRad�I6. Ai3Lrs�E � � I ��� � I � - i _TL_ A� x4 wcd 2 CAR ARA E i COVERED - - - 20 - s.a cL�. 115 ' 12x6 1wcd Iv1.ST VIMri E x ii _ 25 5N r LIVING 1635 S.F. - GARAGE 400 S.F. NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 FLOOR PLAN .,CAL". 1,4' = A'-0• ALL ELEVATIONS Must have a 'minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. 5" bath duct to roof cap w/ standard 70 cfm bath fan AREA CALCULATIONS 2.ss2 FiZ}'JR 11535 R TOTAL LNING W� tfl35 &F. GIARAGE Oovmm DQTRY IBA--. ; cs9 S.F. jG COVERED PA, MYU&NAI TOTAL APF.A UNDER ROOF 2iR3 S.F. Rating v 0 0 U \ O Q O SL � (n m Z 0,_^^ VJ LIJ Uj Q 0 CIi Z LLI 0 2: F__ O If)LJ._ �U/ U-i 57 O _ Q J N �� Qm z \0 O I }- IY 0 V m LU >_ z 0 z 0 LU J Q M I— Q D J O D Q af m ICL J (/) C) 0