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HomeMy WebLinkAboutBuilding PlanTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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" - -- 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. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 7017, NATIONAL ELECTRICAL CODES (NEC 2017) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 33.8-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 BUILDING CODE. REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OFTREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD LINTEL PLAN PAGE, 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL-AAF20 EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 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 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY MASONRY WALL CONST• WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: R703.71. EXTERIOR PLASTER. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES NCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE INSTAL OF 2000 PSI if ro = 2000 PSI ) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA R703.7.1 LATH. OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR WOVEN WIRE 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH SHALL BE ATTACHED WITH LONG, 11 GAGE NAILS HAVING A HEAD, OR 1-1/2" LONG, 16 GAGE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 71/120 STAPLES, SPACED IN ACCORDANCE WRH ASTM C7063 OR C1787, OR AS OTHERWISE APPROVED. CE WITH OTHERWISE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 R703.7.2 PLASTER. PLASTER. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN PLASTERINGWITHCEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF PLASTERING 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 V R LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CODE -APPROVED LATHA 9. TYPICAL FILLED. CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. **TL MAX 3/4" *** TL MAX 1/2" CONCRETE, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED VENEER OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. TOTAL THICKNESS IS ASSET IN TABLE R702.1(1), r GENERAL R®®P LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION OF THE TYPES LISTED IN R703.7.2. SHINGLE METAL TILE HEAVY R703.7.3 WATER -RESISTIVE BARRIERS. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 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 BARRIER WITH A PERFORMANCE W00 FAIRING SHALLINCLU E A WATER-RESISTIVEVAPOR-PERMEABLEL D•BASED SH D SHALL BE USED. AT A MINIMUM AL WOOD STRUCTURAL FRAMING MEMBERS SHALL B M LL E S .P.F. #2. TOP CHORD DL 7 7 15 25 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* LL 0 0 0 0 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD SO 10 10 10 DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATE$ SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO, 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1,7E Fb=2400 PSI MIN. I APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 ARA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-OAS NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE. STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OF7 ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT '9 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 25.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) a (.) 27.1 31. (-) 31.1 s0 05 (+) 23.4 (+) 23.4 100 (•) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'•0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 26.0 GENERAL PRESSURE NOTES NOTES: I. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS SA DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS t S, r1 p 00 ^fie Ry4� 6 5'•_. S.ti � <d 8 is aA't• T a N 3 ` €wE W t�D ti W g # # # O INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING it, R t SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES.I IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) 4LL mu5BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PERSELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLANPRODUCTS 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 SPECIAL FLOOR LOADING MARE AND MAINTENANCEo800 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. @=9 S, s mom C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID-APPDED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) T0. GAME ROOM 60 (PSF) COMMMENTS: YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER/HOMEOWNER ARE NECESSARY s `;. MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BE TAKEN TO CHECK WINDOWS AND 3`m 6 8 N p TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER g' "_Of J 0 APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY Iu LIGHT STORAGE 125 (PSF) FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3 - 5 YEARS 5 g' ma • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. TO PROTECT THE COATINGS, THE DESIGNER AND ENGINEER OF RECORD ARE NOT 12 wJ✓W,FDSENG.cOM ❑ ❑ ❑ IESIBRAR • 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. LRESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR in • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF)STACK ROOMS 150 (PSF) INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER U • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES,. BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, MAINTENANCE. Z • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) z o 8 CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z N 'O • AT WALL AND ROOF INTERSECTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) y STAIRS 40 (PSF) °- UPLIFT CONNECTORS Fool NOTES Z N 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG to 11 M TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE f. BALUSTP. RADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A u+ a NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE W17H THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. m pw FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: J 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed in the tltleblock of these '- uUi t o E ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS: 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear Information. Every attempt has been made t0 _ m 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. q U ,Q THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all information containeddIin these documents, required to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not a N m Q'm PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) 45 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)2/"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should kc directed will our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM38 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Q Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 112" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement bthe Dl g 3000 GULFBREEZE PARKWAY y es 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 gner/En lneer without advanced NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY 71MEFOR ANY REASON. notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. PaYmants will be made in accordance t0 the terms of the agreement DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF. CODE SECTIONS. PORT ST. LUCI E 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION 11 LDAM' HOMESLij M �Of Northwest Floridan CO 1 S N bJLuD Lo Model Name / Number: 3000 GULFE03REEZE PARKWAY GULFBREEZE, GLORMA\ 32563 1820 VT Plan Issue Date: Thursday, November 18, 2021 Z� 2 j �6 KA PROJECT NUMBER: REVIEWEDF""tea 21-10141 MODEL 1820 _A 3 DE C(WiPLIAN13F. Sheet: Of: I fit, COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 1 B +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAPAP10 BWl 16" (2)16d TOENAILS (2) i6d TOENAILS SPF NO UPLIFT BW2 SP2 W/ (6)-10d SPi W/ (6)i0d SPF 402 18. STUD, (6) 10d PLATE STUD, (4) 10d PLATE 7BW3 161. (2) SP2 W/ (6) 10d (2) SP1 W/ IS) 10d SPF $03 STUD 6 16d PLATE STUD, 4 10d PLATE BW4 16" (2) 16d TOENAILS (2) led TOENAILS SYP NB UPLIFT BW5 SP2 W/ (6P10d SP1 W/ GIAOd 16" S7UD, 8 10d PLATE STUD 4 SOd PLATE SYP 439 SW6 (2) SP2 W/ (6) SOd SP1 W/ (6)-100 SYP 878 18" STUD 6 10d PLATE STUD, 4 SOd PLATE BW 7 12" (2)16d TOENAILS 12)16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-1Dd SP1 W/ (6)10d BWB 12" STUD. (6) too PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) SOd SR1 W/ (6)-10d BW9 12" STUD, (6)10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 U1. (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6}10d SPi W/ (6}100 BW11 12" STUD, (6) 10d PLATE STUD, 44) 10d PLATE BYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW12 12" STUD, (6) 10d PLATE STUD, (4) SOd PLATE SYP 1170 FB-W-1-31 NOT USED 2z TOP PLATE TOP OF WALWOUBLE SEE PLAN jMASONRY WALL OR ICF WALL, SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE W FG9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN SLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MDRE 2x P.T. W/ 1/2" A.B IF 3-, O.C. W/ 7" INFO ""N EMBEDMENT OR 1/2' A.T R. W/ SIM SET W/ SW= SHEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN. i. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. ' 7/16" OSS PLYWI W/ SAME EMBEDMENT W/8d NAILS AT 4"00 SEE GENERAL NOTE#8 BIG. WALL DETAIL IN FIELD AND EDGE, GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 82 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4- SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE CONNECTION TO IGNORED. SEE 5. IF -OW" ON SECOND FLOOR BASE CONNE N INDICATED DETAIL FOR PROPER CONNECTIONS FOR FLOOR i0 3. OR INDICATED TS FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 RV PROTECTS ONLY) FIRST FLOOR C 6. IF "SW INDICATED THE WALL IS CONSIDERED A EA AND REQUIRES MIN. FIELD AND EDGE (1) SIDE WALL 7/15" S NAILS AT 4" O.C. IN FlELD AND EDGE PLYWOOD_$ 7. ALL 2x EXTERIOR WALLS W/ NA SCHEDULE EXT 1 SHEATHING ATTACHED PER NNLINBANDGR SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE L LAN A D ACT AS SHRING S. IF THE BEARING WALL IS INDICATED WITH THE BW4, BW7, THERE WALLS ARE ONLY W L SUPPORTING THE FLOOR LOADDAND DO NOT HAVEVE U UPLIFT, THE STUDSARE TOE NAILED TO THE L NAILS PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPl/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. JLW= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4).16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR- & (8) 1/4" X 11/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 DR (4) - Ad TOENAILS 0 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2- 21.45 SDS SCREWS CS 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** u = 2200 SYP POST & (12) - I6d NAILS 6x 6FT. #2 ABU66W/5/8"ATR** G-12000 C6 SYP POST & (12) - Ad NAILS U - 2300 8 x 8 P.T. 02 ABU88 W/ (2)- 5/8" ATR*" 0 = 24335 C7 SYP POST & (18) - led NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5 W/ 114) 1/4" x. 2 1/2" SDS WE & 5/8" EPDXY 5845 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HOU5SOS2.5 W/ 114) 1/4' x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR*" C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU&SD52.5 W/ (20) 1/4" X 21/2" SDS WE & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 X 5.25 P.L. 1.8E Fb-2400 PSI HDU8 SDS2.5 W/ (20)1/4" X 21/2" SDS WS & 7/8" EPDXY 787D (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 X 7 P.L. HDU&5D52.5 W/ (20) 1/4" x 12 1'8 EPDXY 7870 OVOLMANIZED IFEXT. ANCHOR, OR ATR**/8" GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/W ATR. 5. IF LC) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYF POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING Ed 0.131" X 2 1h" 0.131' X 2'A" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148' X 3 W' 0.131" X 3 i4' NAILS & TOP PLATE 12d 0.148" X 3'le 0.131- X 314" 8' O.G(COMMON) STUD WALL 6" O.C, GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3- 8' O.C.(CDMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 31/i' 0,131' X 3'A" (2} 16DICOMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE 95 W/ 1/2" FLITCH PLATE THIS SHEET H2 W% P#12 $Y SEE HEADER NOTE #5 1/2" PLATE S SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 WJ 1/2" FLITCH PLATE THIS SHEET (2) - 1 1/4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X31/2' H5 LVL 2.OE Fb--2600 PSI SOS WD SCREWS @ 18" O.C_ TYP. EACH SIDE (2) - 13/4X9114 ATTACH TOGETH ER WI(3)ROWS 1/4"X 31/2' H6 LVL 2.0E Fb-=26OO PSI SDS WO SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO- OF JACKS& STUDS REQ, AT OPENINGS 2X4 WALL 2x6 OR 2xB WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA.END EA.END EA.END (1) (2) (1) (2) 4' 0" - 9'-0" (2) (3) (2) (2) 10'-0"-16'-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 70 EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 05B FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON RETA16 TO CMU O.C. TYR EACH SIDE COL U, N.O. ON ROOF PLAN. (2) - 2 110 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 058 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12tl NAILS @ 12" OR (2) SIMPSON HETAl6 TO CMU O.C. TYP EACH SIDE COL. U. NO. ON ROOF PLAN. - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) DEB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETAl6 TO CMU r�(2) O.C. TYR EACH SIDE COL. U.N.O. ON ROOF PLAN. (2). 1 3/4" x11114" LVL CONNECTION: PROVIDE (2) 2.oE Fb=2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) M�4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4° x 3 1/2° SDS WOOD OR (2) I OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE- (2) - 13/4' x 117/8' LVL 2.0E PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 HER USI TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HT520 TO WOOD POST SCREWS @ 16" D.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) -1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 12) 1/4" x 3 1/2" BOB WOOD SIMPSON RTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N,O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOTTO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O, R. EGRESS 12'-10" BEDROOM #2 - VAULTED CEILING ED O 2668 i 2668 z 8' CLG. W _ Z p J - 1R/1SH N W m 00 BATH 2 Cr (00 VAULTED CLG F36 II II ° 0 0 2668 r „ 2x6 WALL VTR i i i BEDROOM #3 q VAULTED CEILING o , , O) V) i w 3'-4" . 9-4„ W 5068 i 8' CLG. CN A/C I [YI N � 1R/1SH FORM i IT JITH I DINING ROOM VAULTED CEILING 12'-10" w m 'Z O i � J i , i DEN/ OJ � BEDROOM #4 UT N VAULTED CEILING ADD INVERTED HIP w/ B ELEV. i i i I i , I I � I J U m Q , I a0 IN o 2'-10" , EGRESS FLOOR PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS © +26.5 / -28.8 I O +26.5 / -34.4 I +24.8 / -27.1 1 (F ) +24.8 / -31.1 +24.3 / -27.5 1 ( M ) +23.3 / -26.0 I NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND I SPEED- THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomboore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit Is Installed 5%0" on each side of the venting. 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 (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supportingthe separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches above the f rushed grade or other surface below on the exterior of the building, the operable window shall comply with one of the following 13 listed methods]. R308.4.2 All windows within 2'-0" of doors and In shower Or tub areas will be safety tempered glass. Ceiling 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. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 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 Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications 7£�YA pV %f'VL t'i" -,SAG `L '19" 2 a t l `� a.> 4:..d O H-P NTY F ax„ r-," x I^ �. 1 s.". AREA CALCULATIONS I 1st FLOOR 1820 S.F. I TOTAL LIVING (AC) 1820 S.F. I GARAGE 596 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. 1ghi59Fbi;rL tv0 � OF a P J9481et° z 8g W gsw o UI ID LO0� 1­ =gad, L`s Uo bm �B DNNroz W v a. PJ.F m II Q o �. LLt 4 a OJv1 " Y . Zsog a3 Q Y 2 g .�o3' m u W�gm3 m m 2 It,s _ 87¢ a� u gS€ 2 � All � w O y c. q.� Wi?M.FDSENG.COM ❑ ❑ ❑ CO w z g z d � a Z n Qn D w d 0 w c u0o In m In J � N Q N 0 bOp n FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GUILFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VEIL, Information: 00 CSC O s O O � � U7 O M N ci 3 � V b=D J � N a O _3Lu LO IOi J m (n (n 1 ♦ I Model Name / Number: 1820 ♦ I Plan Issue Date: Thursday, November 18, 2021 ♦ KA PROJECT NUMBER: 21-10141 Sheet: 2 Of: TOTAL AREA UNDER ROOF 2609 S.F. FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. REINF. GRADE qI PLAN 16 - (2) #5 REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN F, #5 REBAR FM03 I THICKENED EDGE 1 1/2"-1'-0" (*) 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 OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. x ` ALIGN DRIVE W/ BOTTOM OF " 20" RECESS & PITCH DRIVE N 22STORY: (STO-RY: 20X X 4" CONC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. 16(2) #5 REBAR FMO9 SECTION @ GAR. DOOR 1/2"=1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) tt FWV x !' f Ik • , REBAR FM11 I STEP DOWN BRG. (*)SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES (U.N.O.) CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE MIN. 6" AND SEALED, CURB FOR IPPED F.F.FF VARIES 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH MASONRY @ E0' — - /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ W/ (1) - #5 BARR CONT. • ' MANUFS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FISERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. s x L---' x - GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMR TREATMENT. * a 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FfR. TO 2 STORY: 20" X 20" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG, REINF. N .'( W/ (3) - #5 CONT. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. SEE PLAN ', ; , ; `. � 4 CONSULT W/ MIANUF. SPECIFICATIONS PRIOR TO POURING OR (2) # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. l BEARING 1 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. FM02 SECTION @ GARAGE / 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART_ FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS 13403A.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION = 1'-O" REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 ( MODIFIED PROCTOR ) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSK SEE PLAN n 1/2" =1•-O" I FM12 I STEP DOWN NON BRG. MARK SIZE DEPTH REINFORCING CAP. II551 FS.O V-0" X CONT, 1' -0" 2 #6 E.W. BOT. 2000 P2.0 2' 0" X 2',W 1' W 3 95 E.W. BOT. 7200 72.5 2' 6" X 2'6' 1'-0" 3 05 E.W. GOT. 21000 F3.0 3'-U" X 3'-0' 1'A" 4 #5 EW. BOT. 15600 = 1''0 F3.5 3'-6" X 316" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'4' X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" X W6' 1'A' 5 #5 E.W. BOT. 34500 F5.0 1 5' 0' X 5'-0' 1'-0" 6 #5 E.W. BOT. 42500 F6.0 6'-0" X 6'.0" 1'A" 7 #5 E.W. BOT. 61500 1/2" = 1' SEE PLAN OPTIONAL CURB SLOPED GROUT a ' ' ' SEE PLAN OR MASONRY AT TO DRAIN - 4"x 4"x 16" i? ' _ TYP. SEC. WITH CURB W ' (1) #CONT. 8' (G.C. VERIFY) ;0(1) 4 BAR 5 BAR 2 r , F F. REINF- to (SEE PLAN) a 2 #5 CONT. ` • 2 #5 BENT BARS W/ INSTALL LINING +" c--- w w - MIN. 25" LAP SPLICE MATERIALS PER m v FBC-R P2709.2 ' 1+ MUDDED FLR. M N. SLOPED TO DRAIN #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2" =1'-0" FM18 TYP. STEP FTG. DETAIL ALTERNATE: GRADE REINF. THE REINF. BARS SHALL BE #5 CONT REINF. SEE PLAN CONTINUOUS AROUND CORNER SEE RJD. FOR BY COLD BENDING THE BAR WITH QUANTITY _ MIN. BAR LAP OF 25" °p #5 X 25" X 25" o , CORNER BAR ONE N£ FOR EA. HORIZ. N REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/z"=r-o" FM 23 TYP. FND PENETRATION 1/2"=1'-0" STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F-C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20' W/ (2) #5 BARS <674# 6'-8" ,2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'-1" 16" 16" 48" 48" W/ (6) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL RENF. BARS #4 TURN BAR ® STEM WALLS GREATER THAN 4'-0" (1) 45 HORIZ. CONT. TIED 1 EA, VERTICAL REINF B RN GRADE-8 MIN. M- r TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) COVER d FMASW ! STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND VERT. F.C. ABVFDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0- INTO SLAB/ STEM EE NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #g CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE *16^ 5. 95 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16' .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4%0" n * TALL (TYPICAL ALL CORNERS) D.C. 6. IF STEMWALL IS WITH IN 5'-0' OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS LEGEND -INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 10, 0" 13' SO" 13. 0" 12' 10" 1' 8" 4' 0" 3' 6" 4' 8" ' 4" 3' 10" 4' 0" 3' 8" FM19 3 TYP. @ CORNERS ___ __________i •---------------------------------� ,____ _________________________, HOSE e BIBB ' o FM03 ; FM01 3 FM11 I FM 11 3 ' 3 i ; F2.5 ■ x❑ d' STEP ON. 4" 1' N ' FM11 I I o TUB ■ /y�c_� W.C. ' I UNIT' I' I � � I ' '0 LAV. rir �� LAV ygo �f IIN L L2' �r:-S'lLAV "I8" 3' 1" 1 11 Ln ' ON L� JJ b i O ■ i N 11, 8" N �` , O W.C. -,�; ■ i I �j i ■ 00 TUB S(PYLES VARIER I O\ VERIF4 DRAIN ill o " I ON LOC"Lo a ;t SHWR L 2'2' 12' 10" . - - - - • 24 8" rr — n, ' SINK` i ■ 12' 11" - ROVIDE CHASE ' o FOR HVAC UNIT ' VERIFY LOCATION , ' � o 0 7' 0,' 3, 0„ , , r FM01 3 COMP. UNIT ■ JII I Z 1F 1; �I I '�' _ 9 o I, ,. , — 1 �A. FM01 o ''1 �IF 3 in IL til"'�I i , ;III I WASH T i ;o ■ ■ STEP ON. 4" ; 0.i �.---c ----- -----_____-_ FM11 i W. H. `y ' F2.5 I FM12 g e 300 ' w I ' it c� aZ --------------------- in w xo ■ �Cc a S ■ ■ ' FM02 ; STEP ON. 51h" ; 3 I 0 6 4 - b M'------- -------"_--------''------- �a N I O , _ ■ ■ ■ aw 3' 8" 7' 0" 2' 8" 0 � ® , F2.5 '4 FM03 3 FM09 N ' HOSE ' 3 F2.5 FM09 I ro e 'O 3 BIBB •---------------------- i ------------------------- a --------------------- (2) #5 BARS W/IN EACH F.C. TYP. @ EA. 2' 2' 0" 16, 0" SIDE OF OPENING 2' 0" 6' 4" 13' 4" 1 i 19' 8" 1010. 20, 0.� 49' 8" bias FOUNDATION PLAN SCALE: 1/4' =1'-0" ALL ELEVATIONS r a:rr:elaere r° 6 87 • •°. S AZE OF :0 P ,. O RgOl!.,,�Cj Sig Z -8,p11P` m�mefi w a SQ5 A a q 2 15$ a O 3 f W •�` � J �s5 ik co o ME Z Q O O S.R9 ■ U w y r m» WWW.FOBENG.GOM UI Z g— o QN Q J N Z m d t!J � [li � � m �U p 5 C Un :D Sp U — C-4 E v c 10vs �.� '... Q tCq o epn 440 I A mAMC 4I^FABr .'@ FLORIDA CONTRACTORS LICENSE NO. CRC133O146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: I..Lo 0 Z InIn O m v � O N N .-I 3 6 Tv D osILLJ� � o UT LL ® Model Name / Number: 1820 Plan Issue Date: Thursday, November 18, 2021 0 KA PROJECT NUMBER: 21-10141 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. +APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 - 10,000 A= 24,010 NVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CiRQUIT CALCULATIONS FIRST 10,000 AMPS ® 100% = 10,000 + 4096 OF "A" = (,40 x 24,010) = 9,604 + 100%OF "B" _ (20,000) = 20._000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL WALL )OR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL IFM24.1IALTERNATIVE PROTECTION BARRIER N.T.S. I —I INSTALL FAN BOX PREWIRE WP GFI , INSTALL FAN — ___________ BOX PREWIRE 6..d I I , I I I I I I 1 I iFl 11 I o \\ PREWIRE 1, "\ 1 p I I 471 (W1 GFI GFI I WGFI GFI ,`. if ISP MICRO/ GFI FOR D/W HOOD 'Cl,LOCATEDIN . • aDylcF,pD..oA,� II I I II I I , GFI I I rl— — _ I L LOCATI LOCATION � WIP IN FIELD GFIDISCONNET 1 (220 ^I _JI W L F7- GFI 11 , II Ifs f� I (Ili L, jd- W H 220 GFI S,..�`- ELECTRICAL /42" AFF PANEL � o� I ¢ y � ATTIC ELECTRIC 0 an W /' IF REQ'D BY CODE U w Mo o a0r0i¢. m W z z 0 / a mx / 11/2"VTR W LLd�� —�-____-.--- III > zmao GFI GFI 2" VTR �IM—a lh 4l III _ w ¢ 0 w R m o a o p 0 w FOR GARAGE FOR GARAGE DOOR OPENER TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR C BIBB GFI P 42" AFF z I— o m DOOR OPENER ------------------------- , I , I I I , GFI [ 49" AFF I , I 111-4 I I I I , COACH•���_--------------------COACH LIGHT COACH LIGHT LIGHT IN � � I / DOOR BELL I I I WP GFI II n II , n \W I Ai COACH / LIGHT IYzl INSTALL FAN ' OX PREWIRE , n, ® I II1 7T I - _ • �INSTALL FAN BOX PREWIRE I I I I I I I I 220 __--_ - , I x I I i I CEN. OF WALL o I I I U I I / I I I I I TM' I I I I I I I I I ,I I I I _ T - `1TINSTALL FAN -I LJ BOX PREWIRE i I I I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 B. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NPPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). S. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED. BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND s SMOKE DETECTOR SINGLE POLE SWITCH CNI CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT $4 FOUR-WAY SWITCH �/ �J $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n -0---D—_Tr n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE a CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT LL' ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET p- DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL N❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OP71ONAL OVERHEAD SERVICE VERIFYFINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODEAPPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. V;p ffiw8 el tlY m Q o .Ni otoo `og W Q -6 go Ipn 0 e $ cP I�'+F� R& 9 U2 ri Ii �' \ a c 8 �N 2=gm� oo wv ¢ 9w=�n 'ryyRC ! to r �, Wwco Ki �jl'E5@ Z�� 19 a a sev OV 2 to 0 N W ❑ ❑ Cl WWW.FD3ENG.COM z — z 0 o 0 0 N 10 z ¢�� N - 1 � m t — r� �+/ ) Z �n � N m ', •,. � 4� w �o � •QLn « r w C g Ln r0 R m m L) U � N E r\ S v N U Ogg `n o o n FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 I—• p L� 0 O Ln 00 LLJ i rn � m >� N c-I m o U N D_ ® J LLI :D a o J m V) 0 LT IJ_ 0 Model Name / Number: 1820 VI Plan Issue Date: Thursday, November 18, 2021 VI KA PROJECT NUMBER: 21-10141. Sheet: 41 Of. ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 14/1 = net se Inches of venting needed usual for intake and exhaust TOP RE BI I FII A 0 0 POFSL FIN. FL l BEARING ENTRYI TOP FIN. FUR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 2868 FRENCH DOOR 48" OFF RIDGE VENT REAR ELEVATION SCALE: 1/4" =1'-0" DEL 25 SH 48" OFF RIDGE VENT 4 is HEAD FIG �P 25 SH TOP OF —'I 48" OFF RIDGE VENT LEFT ELEVATION t° D" SCALE: 1/4" =1'-0" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION I'D" SCALE: 1/4" = 1'-0" 4 X 12, BRACKETS _DENOTES _ - -FLASHING LINE FALSE DECO. SHUTTERS - SEE DET. ON THIS SHEET OF BLOC 4 00 FIN_FLR.s TOP OF E I FIN_FLR. Soffit product provides 4.12 net eq In/Ill r` Ridge vent provides 18.00 net sq in / if '.. Off ridge vent provides 138.00 net sq in/sf Overhang distance 1.33 ft S F. of Area to be vented (SF) s:f. Total needed forexhaust forupper 1/3 578 net sq inches Total needed for intake (soffrt area, lower), 578 net sq inches - - Numberof Off Ridge Ventsfor upperl/3needed 4 L F. of Ridge Vent needed (can be used m combo with ORV) 32 - Lineal Feetof Soffit needed to meet required 105 r. Lineal S.F. provided by plan >«; DBL 25 SH BRG. @ ENTRY EAD k GT 60 �o FUR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FROM F ELEVATION l SCALE: 1/4" =1'-( N R 0 ° m 0 e v r ,zit: D g 4 m LL lJi Ii N Sd m-� "": al �NFc w d e gIS 15 g4 CL 4 c2 4h'+Y` Qv�LL wj N.Y i� w ^ �a W c min$ ri33 Wygm° 0 800 2m p �5`. �N m a Q Wgg ¢¢ a 2 ` II 8 i W ) ❑ ❑ Elr �g WVNJ.FDSENG.COM z Z Z R 10 z IN all a a .f — m z " N Ln � � m Ow i c i to =)2 m J 's 4069 s� C O] Q Q NODOD i ILIA MG IJAMCG FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Informal c U') W o ro N �✓ W N d ® O -j Lij J 00 (n (n LO VI Model Name / Number: 1820 V1 Plan Issue Date: Thursday, November 18, 2021 ® I KA PROJECT NUMBER: 21-10141 Sheet: 5 Of: ELEVATIONS SEE_ DET. TB03. FOR WIND < 155/C M! G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F SHEATHING SEE"HIP/R BLOCKING" 20'-0" MAX 20'-0* MAX FOR WIND SPEEDS < 155/C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/82" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS 'PIE DS )VIDE OMENDATIONS ATING OF lisle some 7vr ETAILTBOI I moll mile a EQ BOTTOM CHORD GABLE END BRACING 0 OP CHORD 2X4 #2 SYP 4'-0" O.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 YtKNIAN ENT BRACING rROViOFD II EMENDS OVER AT LEAST aura OF InE YXES. T005 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NIS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.E MPH WIND SPEED(ALLOWABLE) 123.9MPH EXPOSURE CATEGORY B WIND PRESSURE AND SUCTION (PSF) EFFECTIVE WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG, (SO FEET) a=oft [4:12]-[72:121 A „B „ w / AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 •51.08 -51.06 51.06 10 GABLE -37.00 1 -37.00 -58.99 1 $8.99 58.99 1 -78.03 1 1 O ROOF SCHEDULE/ NAILING ZONES NAILING ZONES�HINGLE�TIL� r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 26, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING, O Q SHINGLE: Me EXP. 1 (SE20) IILEL Ian " EXP. 1 (111120) NOTE, 1, PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38" x 0.113") NAILS ® r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532", SHEATHING SHALL BE FASTENED ��'kkk WITH ASTM F1667 RSRS-0310d (2Yz x 0.131' NAILS OR ASTM F1667 RSRS-D4 (3" x .12(") NAILS 3. GABLES. DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS2x4 42 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-112:121 @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TOSTUD AND OR BLOCKING ATALL EDGES. AMINIMUM IC SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN L4". LA/ NAILATSASE2 ROWS 04"O.C.W/Sd COMMON NAIL O NAIL AT TOP PLATE TWO ROWS 04"O.C. w/ad COMMON NAIL. @ NAIL OPENING PERIMETER W/(2)ROWS @4" O.C. WI Sd COMMON NAIL OD NAIL INTERIOR AT a" O.C. W/ Rd COMMON RAIL. O STAGGER ALL VERTICAL JOINTS6 NAIL EP4"O.C. W/ ad COMMON NAIL. O PLYWOOD SPLICES 0 HEADER- NAIL SHEATHI NG TO HEADER All Sit COMMON NAILS Q C O.C. (2) ROWS 0 TOP & BOTT. @ (2)ad NAILS arD.C. TO EACH TRUSS END OR U VERTICAL MEMBER IF GABLEEND. @ FLOOR SHEATHING IT PLYWOOD DECKING GLUED AN NAILED W/ ad COMMON NAILS AT 6' O.C. AT EDGES OVERDRVE NAILS: FASTNERS SHALL NOT PENETRATE SURFACE MORE THEN I/a". � CB r 1S132"OSB- EXPOSUREI SHEATHING PROVIDE BLOCKINGRE", AS REGIS D PERSECTIOFULL HEKENT SHEET FLOOR SYSTEM NOTE: ad NAILS FOR WALL SHEATHING MUST BE MIN A31-X 211T. DO NOT OVERDRIVE RAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN ✓A" (ZI- 2x TOP PLATE BEYOND 1S02'OSBEXPOSUREI SHEATHING II II II - II it I SOLID2x BLOCKING rr III li II II ALL =w III III III II III II I III DGESSHEATHING D� SECTION X-X) III III II I 11 I I11 I III II � (SEE p i III G III II I I I I 27- III OPENING II III II ---J ---JL = III II III - II II W Z W� III III C" % I N II II u O III III JL m 111 III-- %-II---11---I III E III Ip I II 1 II I II II II 2x STUD99EYOND. w 1011 IIII I 11 IIII II II II BEE PLAN SM IIII IIII I I II IIII I I II 1111 II I II II I 11 II II II I '1 Hy 9 z IIII IIII III I I 11 1111 I I li 1111 1 I I 11 IIII 11 II II 11 1 II 11 II 1 � Z IIII I I II 1111 II II II I (III W I II IIII__ II II II I ALLSHEATHING 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM RA^ Z1. 8 e SINGLE NAIL EDGE SPACING "B" a W SPACIN T7i DOUBLE NAIL EDGE SPACING flC. og pp� H O1;3ko I%i w.� wJ GN " LL �2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 711V FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI (4) Sd NAILS M Ed NAILS TO 3" O.C. STAGGERED VERnOAL BLOCKING SECTION X-X TB1.3 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S CONNECTOR SCHEDULE FOR: ADAMS HOMES-1820 ELEV D TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLII'I FASTENERS NOTES POINT UPLIFT DESIGN RATING C3 - CS, CIV - C5V,. DOSS - D03S, El, E7, L / R - 589 # or less HETA16 / PER TRUSS MFR-_^ 1810# (9) 10d x 1-112" E7V E7VP, Hl H7 H7V El, Hl L/ R - 330 # or less HSOA/ PER TRUSS MFR 1040# (18) 10d x 1-1/2" (9)dx 1-1/2" A01- ACE, A09, AlOS, K02-K03 L/R -812#or less HETA36/HETA16 1810# If 9 10 d x 1-1/2" BO185 L / R - 1220 # or less HTS20 / PER TRUSS MFR 1310# (24) 10d x 1-1/2" KO1 L/R -1908 #or less (2)HETA16/(2)HETA16 2365#/2365# (12)16d 12 16d let 10dx1" A11S,A24S L/M/R -1001#or less HETA16 / HTS20 / PER TRUSS MFR - 1810#/1310# 24 10d x 1--/21/2" (18)10dx 1-1/2" B01AS, BOSS, B11S L/M/R -689#or less HSOA/HETAS6/PERTRUSS MFR 1040#/1810# 9 30d x 1-1/2" (9) 10d x 1-1/2" HETA16 / (2)MTS12 / (2)MTS12./ 1810# / 1980# / (28) 10d x 1-1/2" A07 L / M / M / R - 703 # or less HETA16 1980#/ 1810# (28) SOd x 1-1/2" 9 lod x 1 112' (10) SOd x 1 1/2' (2)HETA16 / (2)HTS20 / (2)HTS20 / 1920# / 2620#/ (48) 10d x 1 1/2 T A08 L/ M / M / R ' - 1849 # or less (2)HETA16 2620#/1920# (48)10d x 1-1/2" 10 1Od x 1-1/2 TRUSS MANUFACTURER: DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 6/8/21 L= LEFT, R=RIGHT&M= MI DDLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SI MPSON PRODUCTS SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE LARK TYPE CONNECTOR a FASTENERS SFF 81P CONIECTOR&FA9TENER3 SPF SYP OFRAME TO FFTA16M(9)WW. 1V2" R 1B70 HTAI 5111(10)10d x 11D"OR ISS5 18A MASONRY HETA20W(%I2dxttlp'• HTAM W(10)10e x 1111 Og FRANS CEO H21AWN0Md NAILS 396 NBC11TTAW(t0)et NAILS Stb SEA TO H1GAwi(le)lw. I W2 1D8 1040 RTAA-ITIMW x1IT Ms I= ©FRAME FRAME H10A2v41 MIN A 111T AT 2 MY TRMSBEB 930 1050 I" W(I S)1 WA 111T AT 2 MY TRUSSES 035 Im MTS12wA14)I0dx11TT(ATEN`ERKR ft W12vII14)1W.IlZ(ATEKT"" tpp5 1195 OFRAMETO O FRAME LOCATION INCLJDE(2) 12d TO1NAILSI SKI LOCATION INCLUDE(9) 1. TOENAIL9I MGT.1(22)1 W NAILS AND SW MR. 1112" MWT16 W(2S)I W NAILS AND LS" A.TR. W N30 4,05 OFRAMETO MASONRY EMBEDMENT.BIMPSCN"BErRPDXY 3330 30116 1T EMREOMENTw 91MP60N "8ET'EFV%Y 0 M320 W0111W xt l?(AT EXfEPoOR 1125 1310 MTWNW(24)1Wx1112'1ATEXT ERIOR Im1530 FRAME FRAME LOGTKw)NCLIAEO)12tlT00JAIL8 LOCATION NOLUM(3)IM TOENA2b FRAA!10 (2) HT=wH4S)tOdx I VFATExTOWR (2) MTN20 w(1&11m x 11& V,T EXTERIOR On SMBD FPAMF LOGTMXJ XICLLOE(UT12dTOENALB 2261 2151M) LOCATION INCLUDE(6)1W TOENAILS IPA) FRAMETO H014.1II5)IEMNARSAND(2)bM' A.T,R. HUGT2wl(18I10d NAILSANIU)518° AT.R. ©W12"EMSEDMENT.19MMON"BET' MASONRY EPDXY(HGT-3 FOR a-PLT, 10690 W 1T'FMRFOMENTw15IMPSON"SET' EPDXY (HUdT3FOR SPAY) 102E 9790 TO FGTRwll8)IM"x3•BO9 WOOD &CREWS RFUSWD2)N9JWOOD 9CPEW9 a10 71D OFRAME MASONRY AFD O)LY a6'TII'EN FO ANCHOR ROI TB 910E 1125 (4)L4"x6'WEDGEEOLT rn LG13 W D6) tfie 91MENY O FRAME TO b(lI 1M x2-IM" 2 17N 9M D MASONRY LT SEE NOiEXB SELO FRAMSTO SINKERS , DI14 330DM 408E-M 0)LUQT�D2)1USNKE1TRU39) 3100.M 31 Wd J2 MASONRY/ Y1INI9TITEN 9210E 3]A{ 3800F 4520. FRAME di cm SINY40i9 FOR FRMIk (E!4 OR(32: INSINH Mi9 FOR FMAMk(FA1 ® FPANETO MA90NE I N V4'a' T-0 GTS P41 39186CRFW8 8191 43CFMaw I w Ya" 21/T W825 /21 S&I R41 SCREWS bH)91FxSWRFRAMERESS) 5NOM AKH 5pt0F ESBOF r4M%F TTIW FPANIE INSI•TREVRRYTRUB9) OR (5211S0 MNKEPSFOAfRAME Q:A) IXi(SBI IBd SINKER6 FOR FAN4ElEA) xrr. BEAMTO I HJ410OPTHJO110w'(1S1Bden0)10e 1 1 G92SN I HD4100Pf HO1101Fw(20)1Sd S(1011W I I GF302 Itvelu,n "u111u W DeITITER (I1ME00 np11V VP1 -"1TI I,,",, xT, tw3vac OBFAMTO MASONRY I 1WX23W S DO) 1W NAILS IW18W wSoacamT&(16)IWAaLB UX850 BEAMTO HU460Pr HUO0S (T1WAAJLSB GSt516 GX3W0 HO460PTHmw(S)10d1WLS8 =WS GII 9 MASONRY1 D2)IWx23M- NROMAs) Lw9D J41135 (12)1.rx2WTAPCO1iEIfrOMASJ JIM UNIDO FRAME OR(12) IN A(6) IN(I'M rRAI SYPT S)FP41 p3D2118d8(N IRA (:giFRAMQ SYP-F SYP"M FRAME TO (2) META I S OPT 0) HETA20 192E (2) HTAI8OPTO) HTA20 1870 O MA80NRY 1-PLYW110)IM 11MOR 23M 1-PLYwIDO)1WxIIf2 24'40 24K 2.PLYW(I2)l6t 2-PLYw(12)10d Hr8Mi6W(BIIOd lO8AN0 H)IHr21/4' 1110 Rt'AMISW(%1WNA1 �(4)IWx1Y1' 1143 122IB FRAMETO OR MASONRY HTSMNwDN1w HALSAND(4)IMW1W 111E TWM2D wt (10)IOtl NAlGN1D I4I1Nh1 LP 1145 t225 TAPCO48 WEDGE.SOLT OFRAMETO P H10SW(8)Nx110NAILSAN00)3/BV" 910 MASONRY rItAN HD Cum w(8) 1Mx110' BOB WOOD DTB-TZW(N1N"xI 112'WSI5W0OD O FRAMEID 9(AEWSANI(1)12'0 AT.0. EPOAEDW [7W 2145 9LWEN9ATO D)1?B0.T.R EPOAEDw 1D0 IB3fi MASONRI' SIMPaON'BETCIEENOTC94 9:MPe0v'BEI"(SEE roICw HIT5w'(26)1Bdx21rTNVLSANDl1)5Xr0 HTTa5Wr26)IWx2IJTNA88N4Dl) O FRAME IO AT.R. EPDXIED.: SIMPSON MEl- SOEO WR A T.R. EPDXIED W SIXPSON'SET - 5W5 MASONRY SEE NOTEN BELOW SEE NOTE 0 BELOW FRAME IO HTT4 W(18)1664 LOT' NNLB AND fqW' 6 HTT45 W DS) IN r2 V2• NAILS AND (1) ® MASONR), ATAEPDXIEDw1SIMPSON"SET" 4235 E0"O A.T.R. EPDXIED W SIMPSON"SET' - 4160 NOTESIBEL ISEENOremsew O FRAME � HIOSW(M)1Wx11YNA'B 910 LUCYN W JMMMITRIALa In INS TO HNSKT W(4)1NXl Ar SORWOOD M10M w R Ad x 110 NAILS 1305 OFRAME MASONRY 9CREW98(M 114"x2 V4'TAPCIXN9 ]W (4)IW" IYPTAPCONS Im FRAME TD VGTW(10)1N'x3'903 Vw3O09CREWbB 0 MASONRY (1)SFS A.T.R. EPOAEDWSIMMON"SET" 3%5 19a0 WIT MIN EMB WMVT FRANETO R)N'OTWP2)1NkT 9WWOb0 SCREWS O NURBIONRY 80)SffO AT.R EPO%IEDWMM'bf21 51A 7145 SET W 1T L9V. 9468101ENT O FRAME T'' VGT W (1S)1R'x3"SDSWOODSCREWS& NOun-sD92A w1 (101'I1W1TTSDSW0o0 32SB 6A98 MUOT1e W(22110JNNLS8HTT95WOB) atBO FRAME SCREWS A (I) SM' S A.T.R. IN NAILS b (1) 508' 8 A.T.R. OMAMETO Y 0 HTTS wl(S2J IWIMIYTvaLS A 43A (BUSH)8111M400.T.0. (2) HTT45WISS) I6dY2 I/TNAILS _ FRAME _ (M MB'0 A.T.R. (SEE Nf1TEp) Isff HOIEM) - _ - 6009 1. 404NECT ALL ROCH TRUSSES TO INTERIOR RBAPoNG WOOD WALLS I REAMS w/Ol IW TDENaLS. 2. ALL TRUSS TO TRUSS CONNECTnNS APE PROVIDED BY TRUSS MANUFACTURER. U.N.004 PIM1. 3. GC. MAY USE EITHER SMPSON OR USPCONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FORSINOLEPLYTHUSSES.SCARONFUL'-IIEIMIISYP#12'x4"IOTRUSSV RTICALWWW(2)ROWSOFIUNMLS@3-O.C.STMO HhD 5. IT MN.AT.R EMSEDMENTO CAM BOND BEAM U.N.O. A SCAB TRUSS CHORDW4'P2XSYPA2 WATCH CHORDLUMBER SM)wl r4 ROM Ad04•FROM END84. O.C. MUCHAS PO �AER AT CpITECTM IDGTaN AB MUCH ASSSLE. O MINMALCOVIlCTgi UNOON FRAMIW RAII 1. CONNECTIONFOT OR2OFIFLONDING VEE9CQLSrOALL. I'LOORDUSSIE PARALLEL UNOONRMI 2. WALUSBTI0NFICAIL R32'O C. RMONFINFOR Ala FORALL nDDRTRU89E9 PARALLEL TO MASONRY WALLS6EEDETAILLL HIP A1Ki[COR FIJAQC1ATpN 3. CONNECTIONFORALLNIPJACN(CORNERJADH)TO MABONRYWALRYATSALLS:LAXw1 4. CONNEFI 1C. oVERIPONTINWU6 RIMBOARp TOTOPOFJI(IF LICMOC MOUT AT EACH CORNER.00. TO VERIFV LOGTION DOES NOT pONFLILT w?JI (IF APPLICABLE) LAYOUT s. conNa:OIAU FLooRrMus9k9lOInrENOR BEAPoNO wood wALLmFAMswr f2112d ranaLe © MINMAL CONTECTOR UNOONFRAVM1GPlAN 1. CONNECTONFORIACKTRUNTOMADDOWALLORSEAM MINIMALCONNECTORUNOONFRAMINGPLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE (RSH) SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING- SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 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 TO FRAMER - IF ROOF TRUSS LAYOUT SHOWS TRUSS O'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R,) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 ,`'.; L,w i) q gjHJ ¢.3 �' dG, 4 3[ T"n41L„taSp'i,6 it K REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST - I C.M.U. OR ICF WALL 0 -METAL DRIP EDGE SEE ION WALL 2 x SUB -FASCIA SECTION -ALUM FASCIA 2x2 #2 P.T. MIN. FASTENED 2x BLOCKING NAILED TO TOP CHORD OF EVERY PER NOTE 2 BELOW. OTHER TRUSS W/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING W/ (2)12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIALSPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2X2 #2 NOW P.T. W/ J-CHANNEL SkCUREO di 24' O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 0 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT 016" O.C. IF WOOD WALL, FASTEN W/ 0.14ANpL,J,• III, 16-O.C. 3. (F) CHANNEL APPLICATION: 2X2 NET 7 REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPRO AL FOR INSTALLAION DETAILS (* -)ALUMINUM SOFFITS > 1'-4* BL(ICWNG REQUIRED. (r**) VINYL SO=S> 1'-0" SHALL HAVE FOR SOFFITS < 1'-4" MID BLOCkIMr_ MnT mirm How. NXIn RT nrKlMr, MR p D 1 CAL SOFFIT SUPPORT DETAI L I 3/4- = 1'-0" "1.1t,1,, 1r YlAp' x n N LLI I_ vH Ile E T N v "_ 19 U O E1 W L� W ro '�F tep31 g w It v dP 4P RF It u§ ba LL li li 44 emci FZ F_e 0 ,OED 8 m05 a °. 0 8 S � Q 5LL w v In n�� aIn � k £ Z 2114 1 o O �Y IL vS�g, W92 pm & OIS GJI In a� a 2"8 Z tlA rc rn O 91 r v3vi (^,WANA FOSENG COM ❑ ❑ ❑ W z n Z o Z810 W z� a MI) rr Um (9 M w"s C) D 01 - w V w f N Ln c m C9 V0 J US �E �-MOL UDD�pp�a�� I=Q! /®\ V%ASM = eJ^Ml'd=" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE TI Job Information; ry O O eH t0 LijN C - N r-I N N tD X w y U w�i' * J N N FL _3Lu J M 0 (!) VT Model Name / Number: 1820 Plan Issue Date: Thursday, November 18, 2021 vE KA PROJECT NUMBER: 21-10141 Sheet: 6 Of ROOF PLAN D LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 14 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 BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO — R TOP OF SLAB MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/B) - led X 1 1/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO { TYP. FILLED CELL W/3000 P.S.I. CONC. 111/1 #5 REBAR VERT. INTERIOR SEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 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) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO I MS03I FRAMt (t 1/tJtI"/JT1rAri) VVALL IV I NT.S. I naACnNIDV lY1NNFT'TIr1M nFTAII J 20" MIN. LAP #5 REINF. BAR q #3 OR#4 REINFORCING �J /e" BAR AaA AP E ICE �#A 25 LAP L05 REINFORCING BAR #5 STD. 90° HOOK_ 951 %PIjCF SCALE!1"-1'-0" P if8 REINFORCING BAR * GHADE 40 U.N.O. #6 LAP SP I(: I MSOS I REBAR SPLICE DETAIL - GRADE 40 1 NLT.S J ATTACHMENT REQUIRE ENTS SIZE TAPCONS 5PACING # ROWS 2 x 4 1/4" X 2sA" 12" O.C. 1 2 x 6 1/4" X 04" 12" O.C. 2 2 x 8 1/4' X 2*A" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST) --_ y LINTEL �JJ w ' a (2) 2X P.T. BUCKS W/ BETWEEN FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4^X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. LINTEL CHART wJ GRAVITY & UPLIFT LOADS FOR: 1820 D STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 17'-411 950 172 405 92 8F16 - 10 / 1T (min.) 2 71-611 2661' 171 1624 89 8F16'- 1B / 1T 3 4'-6f1 6113 < 133 2707 81 8F16 - 1B / 1T 4 141-011 1002 ` 168 566 154 8F16 '- 1B / 1T 5 31-611 6113` 770 3524 399 8F16 - 0B / 1T 6 71-611' 2661 770 1624 399 8F16 - 1B / 1T 7 4'-6" 6113 770 2707 399 8F16"- 1B / 1T 8 9'-411 1843' 172 1136 92 BF16 - 1B / 1T (min.) N O ALL ELEVATIONS O O h.lre asAW cN.LL e e 4�WEadP Ai e01'plr G NansL cdvin' roxon �xFCWPwP =we"dc-� PWw°o in uNt3 rydR®) B'baINAL LLrD1X TYPE DESIGNATION r . iLLEp ''m, IF 6Woo, / Y • aXfal� MX-CH •WG%LR d cAfmY OFsdoor SIIPIG�1r-IB/1T 'WT14V9L 41o1'H J J � I@eotR Ws7 NLMNL XEKeX' EdR 1di -0P MATERIALS I. rc Precast lintels = 3500 PSI. 2. rc plgstressed lInters, =6000 Psi. 3. to grout= 3000 psi W/ maximum 3/8" aggregate. 4. Concrete masonry emits (CMU) per ASTM 090 w/ minimum net am comlaessNe strength = 1900 Psi, 5. Rebat provided In precast IhVel Per ASTM AB15 GR60. 6. Fleld below Per ASTM A615 GR40 or GFDO Preswassing Strand per A5TIA "16 grade 270 sw talexatlon. 7. 7/35 woe per ASTM A51.0. 8. Mortet per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shag filled lintels as required. 3. Installation of frost muse comply with the architecture. end/or sto.clural drawlrgs. 4. Unlels ere manufactured whin 5-1/2' long hCtChes at the antl& to accommodate vertical cell reinforcing and grouting. 5. All Ilmels meet or exceed L/360 vertical deaectlan, except lintels 11"-0" and longer with a nominal height of 8^ meet or exceed L/180. 6. Bottom Sold added habor to be located at the bottom of the imcl cavity- T. 7/32' diameter wire Scruple are welded to the bottom meet for mechanical enchoro&. 6. Cast-'n-dace concrete may be providnrl In composite ilntel In tied of corlerme masonry units. 9. Seta load ratings based on rational design analysis Per ACI 318 and ACI d30 to Lintel nun. depths are called out on lintel plan. If contraclar installs a deeper ilnial than Indicated on the plan, ddng this Increases the strength of the Ilntel and In approved withart engineering letter it a smeller lintel Is Installed contact FOR for approval. SMFE LOAD TABLE NOTES 1. All vexres based on minimum 4" bearing. Exception: Safe loads for on lintels most be reduced W 20%If beadus bangth Is less than 61/2". Safe told, for all recessed lintels based on 8' nominal bearing. 2. NA, s Not Rated. 3. Safe loatls ate ;stud superimposed allowable load on the section Specified 4. Sete loads based on grade 40 or glade 60 fold better. 5. Additional lateral lead capacity can be brut by:he designer by prodding addional reinforced masorry above the precast lintel. 6. One 07 tabor may be substituted for two #5 reb ors In 8" limcls only. 7. The designer may evaluate concentrated loads from the safe toad tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use soft load from mart lower height. 9. All safe loads in was of pamtls per liner foal PRECAST "U" LINTEL w/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS 11 li IJ mP.l rr;.I j ;7 STD. 90 01 REBAR ON BOTH SIDES ANGLE 30( DF OPENING U.N.O. Be8 W/: REBAR PROVIDE KNOCKOUT BLOCK FOR FIRST - COMPLETE CMU COURSE BELOW SILL ✓ti FILL SOLID 1 W/ (1) #S BAR FOR ALL WINDOW OPENINGS 06 S"x 8'x16' CMU U.N.O. GROUT SHALL BE FLUSH WITH TOP OF WALL �STD. 90 HOOK TYP. BOND SEAM Wx8"x16"K.O. V LINTEL BLOCK ALL W/3000 P.S.1. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. —I-i--,®�— OMM vdc "v .m � m •1 (0 Q O N W r xl 144401 DN hu�P' S a vlmo€ n •1ea a ' c m ojuu a w mw 2 rL H ='S 3 ?s �a 3 O y 0 G2, as me 1VIn M 2i z U ? fJ S ws WWW.FDSENG.COM Z o — O Z O Q N a n Z N n In Ij m O— w IL /) C a Z) c 0 Ulan - rB to N o { 0 '.,. ,IILy',�✓ U Q DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 1..1� O z �U0 C W °) W � ' CIDC 0 (�O 0) Z U m N ei 0JLiZD v o J m U) U) to ♦ Model Name / Number: 1820 ♦ Plan Issue Date: Thursday, November 18, 2021 ♦ KA PROJECT NUMBER: 21-10141 Sheet: S � Of: LINTEL PLAN o SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) WIX5, SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 318" X 1 1/2" STEEL LAG BOLT `;; ,.• W/ WASHER. MIN. 6 PER '=;. TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o " "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL SECTIONAL " OVERHEAD `CONT. P.T. #2 WOOD SYP 2"X6" DOOR T<t7tg er TRIM p :.`.> .,tf '•'.i'y - 0 2"x6" P.T. WOOD JAMB v . 'J f.. i< to DOOR AND CONNECTION PER GARAGE SLAB r m ? GARAGE DOOR MANUFACTURER E TYP, GARAGE DOOR N� ��`*•' TRACK MOUNTING DETAIL , p p W � T Q NOTE: DETAIL CD22 / S-2 MAYBE SUBSITUTED FOR THIS N DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. �E3 N G) O W iQ gc�gFCID s �v1go ogqq�fa,Q gti m m .aJ LL LL W O�,l M1W d ppm�& Ss`sawaLL YNo Ld Y LL BLOWN -IN R-30 INSULATION PER FBC WITH InAND "z ENERGY FORM SUBMITTED 8 R-30INSULATION PER PERMIT APPLICATION PROVIDE BAFFLESWBLOWN-IN AT EAVES {FOR VENTED ATTICS)mm ILD__NN12 FBC AND ENERGY FORM SUBMITTED 12 SHINGLES OR WITH PERMIT APPLICATION SEE PLAN TILLE ROOF (PER ELEVATION) bFIBERGLASS g" !° Z < 12 cjOVER PROVIDE BAFFLES AT EAVES APPROVED UNDERLAYMENT W U J y SEE PLAN FOR VENTED ATTICS ( ) PER FBCR 905.1.1.1 OVER APA„ F - WNIW.FOSEMG.COM ❑ ❑ ❑ FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD TRUSSES @ 24" O.C. ROOF SHEATHING - SEE SCHEDULE- [RSH] - ON FRAMING SHT. FOR � (9 SHTG & FASTENERS. Z OVER APPOVED UNDERLAYMENT _ 8 PER FBCR 905.1.1.1 OVER APA \ z $ ,o 024' ROOF SHEATHING - SEE SCHEDULE- RSH - ON FRAMING SHT. FOR ( ) TRUSS ANCHOR (SEE PLAN) FOR Z ////���, `{ (�f-�� Il��-I TRUSSES @ O.C. $HT'G &FASTENERS. — - — - SEE PLAN - — a N W 5 5/8" OR 1/2" DRYWALL BRG. HT. ^ � TRUSS ANCHOR (SEE PLAN) HIGH STRENGTH CLG BOARD • r ETAL DRIP EDGE \,/ J Z N TO BE INSTALLED ON OUTSIDE FELT PAPER OR •� (TYP.) FRAME FOR BUILT-UP " /�^, 11 1" 'R'�• FACE 2X SU BFASCIA TRUSS PLATE ;; r SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR re W w 3/4" P.T. NAILER PLANS 4x4 w/ 2x4 POST UNDER EA p @ ' 5/8" OR 1/2" DRYWALL HIGH STRENGTH CLG tMETAL DRIP EDGE 1/2" DRYWALL n n B x a x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. / NAILED w 8d NAILS @ 6" KEEP IN 3 4" FOR SHEATHING / lJ — m O c um i� BOARD 2XSUBFASCIA CURTAIN NAILER I x 4 P.T. @ WINDOWS n „ O.H. LINTEL BLOCK W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. ` /N c m ca CONNECT ALL ix STUD TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. i x 8 P.T. @ S.G.D. SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES (TYP.) FRAME FOR CON- i / /i qV \ O \ OO NERS FOR NON LOAD U — N £ w E r (h 16d TOENAILS _ PLANS PRECAST "U" LINTEL SCHEDULE " y, v° \O BEARING SIDES NAILED m 0 °D a '- 1/Z" DRYWALL SEE " J0° ° v, ° ° ° " �('' ' C) w SEE PLAN FOR HEADER SIZE " W/ 16d NAILS @ 8" O.C. U o ° v \ 4EM4NI O, H. 15/32" OSB EXPOSURE 1 ON EXT. WALL W/ ALL EDGES BLOCKED. 1/2" x 8" J-BOLTS— (1)CENTERED EA. \ / (TYP.J4 COURSE HIGH A.F.F.. . . DAMS HOMESi MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE TB33 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS / / CMU BASE FILLED w/ GONG ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" (TYP.) w/ (4) VERTICAL RENF w/ PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON A r. FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" D.C. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI .I PLAN Al—A1 OF COLUMN 3000 GULFBREEZE PARKWAY " ALL LOCATIONS GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN ,, SCONC.HOW SHOWN ON FOUNDATION &FLOOR PLANS (G.C. TO VERIFY W/ FLOOR PLAN N DIVISION LOCATION: PORT ST. LUCI E LOCATION OF OPENINGS IN K SIMPSON LSTA30 SEE FLOOR PLAN LOCATION WOOD WADS. IF No w/1140d TO BEAM FOR BEAM SPEC. ♦ Job Information: OPENINGS ARE INDICATED, FULL r & TO FRAME BELOW STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON it ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL I A W/SCREEN ' CEMENTIfIOUS DECORATIVE PER SPECS A M PRECAST CONIC SILL FINISH 7/8" THICK PER ASTM C-926-98A O PAPER BACKED FOIL R-4.1 " 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL N ; MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM V EXTERIOR FINISH - ' 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT ;J r (SEE ELEVATIONS) Z e-I c � FOR NAILING INFORMATION FOR APPLICATION O 07 R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC WALL SHEATHING. P.T. ZX #2 SYP, BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" ' W \ O 14 *' AND ENERGY FORM SUBMITTED w 1 2 x 8 A.B. OR 1/2" x 8" T1TEN / ( BASE NAILER EXTEND (ACI 530) ABOVE SIMPSON HETA20 BUILT-UP CORNER MIN (3) 2x4 AlWITH / PERMIT APPLICATION HD) w/z" WASHER Ar 3z" o.c. 6" FROM END - SEE W507 WOOD BASE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN w/10-10d TO COLUMN POSTJ OR 4x4 POST w/ 2x4 UNDERMIN. N �/ N°'SEE BASE kim_ EACH END OF BEAM FOUNDATION %AN FOR TERMITE SHIELD ' SEE FOUNDATION PL4N FOR iFOR W 4WOOD LDS J SLAB INFORMATION _TOP CFSLAB SLAB INFORMATION TOP OF SLAB NOTE: MUST 2 X 4 P.T. PLATE BE ♦ Model Name / Number: NTALL)ED ONPINSIDE OFF 00 COLUMN. DO NOT BEND,,,, i--' GRADE GRADE STRAPS UNDER PLATE. 1820 PLACE STRAPS IN FILL ♦ Plan Issue Date: CLEAN l o SEE PLAN FOR CELLS W #5 REBAR / ,. ° COMPACTED �'._: r ' - RE -BAR QUANTITIES ,•-,.' :. ., �;: ; FILLED w/ CONCHS E PLANB FOR FILL ' ' •�'�: • SIZE. TOP OF COLUMN BASE - Thursday, November 18, 2021 ♦ KA PROJECT NUMBER: 2'-0" AFF 16" � 5Ek FOUNDATION PLAN R FOUNDATION FOR REQUIREMENTS SEE PLAN SEE FOUNDATION PLAN '. ,. !.. t 3 a°dl m L.f ,' a�2 21-10141 F. 2 .3 I' ia� ( Of: NOTE: DETAIL CD21 / S•2 MAY BE SUBSIMED FOR THIS DETAIL- UNLESS NOTED OTHERWISE a =.� , `= a'=F Sheet: S-Z a&' WS01 TYPICAL WALL SECTION — 8" CMU 3/4"=1'•a" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.Ts. :;, ' ° ` �' ' WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1 C1- TYPICAL FRAMING DETAILS I V � m m � m m m 1" 1'h•' 14a 4 U u (2) 2 x 4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED ISO (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED led COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS INTO '/ COMMON WIRE NAILS DE FACEI =E16",= (D-062", L= 312") OR EQUAL (D 0.2L31/2I) OR EQUAL NOWS, 1) ADJACENT NAILS ARE OMEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 5 1/2' V,G OPPOSRE SIDES OFTH E COLUMN, SCREWS OR EQUAL($PACE A9 SHOWN R)R 3f1-Y) 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NDS SECTION L5.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS "Ts FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. �T FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NA 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 ><7/16" O.S.B. O (1) JACK USED AT EA. SIDE 2X EACH SIDE OF OPENING G.C. TO W OO.S.B..S.B. INSTALL (3) TITEN HD. W/ 2.8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED INSULATION AT EXTERIOR * SP4 AT (3) 16d SEE PLAN WOOD FRAME WALL PER FBC COMMON FOR WLL AND ENERGY FORM SUBMITTED 24" G•C� NAILS(TYP)-T WITH PERMIT APPLICATION HGT. CMU- HEADER R LOCATION--.4, PAO 51, C.:/�iI �..."or 9. v hEACH END TYP. !-2x4 SPF CONTINUOUS BLOCKING! ©A7ACHED TO • :. NAILS. SEE DETAIL ABOVE SEE ELEVAI • •"• ISQUARE TR• :• EACH END 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) 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS 12) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 24 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/,-DOUBLE 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. til�N 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 OF SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS 0 3" O.C. 'BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-O * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING I2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE. EA END EA END EA END EA END LESS THAN 4' 1 (1) (2) 1) (2) >4' BUT <9' (2) (3) (2) (2) 3 4 2X CRIPPLES Cal 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH 15 LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP lCd NAILS @ — S" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) * * HOLD DOWN CONNECTIONS V NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE TEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"OIC 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 �E1�9111•I.'�•'/: SIMPSON H174 W/(18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE \ STRUCTURAL \\ SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING I 1 ATTACHED PER NAILING SCHEDULE T813 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR ' SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION I 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. STUD TO BOT PLATE: SIMPSON SP4 LINTEL — NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-0 WOOD BEAM SEE SIMPSON HUC410 OR (2) PLAN FOR SIZE ,p , HUC210 ' o , TO BUILT-UP COLUMN �r a� SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d I , NAILS @ 8" D.C. EACH PLY ^ (SHOWN AS 4x 4) (Z) SIMPSON HETA20's W/(12)-16d EA. TO COL ALT: (2) MSTAM36 STRAPS TYPICAL BLOCK ,' CENTERED W/ (13)-10d NAILS WALL �,,, I; Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL N.T.S. R ,aTrt; 04 j.;, N 0 Z m a F- h rvg9 100 N fD 1 g wi g N LO 00go L m a x W.o s a m a.Z 3.a=i,jy�.FDSEN6.COM W U W Z Z po N O a J � N a Z n N ac 0 c Ul ~ J U — my E _ c� o^N vs � a N o A 1'fAMc LdA6AlC4M FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE 1� IVI Job Information: 1 L0 u7 W 0 m e"D o Oj N �V-i ® Q J L"LW Z:) Q o JmU)U) Lo u- Tj Model Name / Number: 1820 ♦ Plan Issue Date: Thursday, November 18, 2021 ♦ KA PROJECT NUMBER: 21-10141 Sheet: S /y Of: I MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. WF39 I TRANSOM DETAIL AT ENTRY L 12'' =1'-0 WF09 WALL HEADER DETAIL N.T.S. 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 [IF SAME PACING AS BOTTOM CHORD LATERAL BRACING -- SCHEDULE FOR SHEATHING ATTACHMENTS. > 9" 2X4 #2 SYP - TO BE LESS THAN , (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 45* MINIMUM 2"x4" 8d NAILS @ 4" O.C. 2X4 #2 SEA OD X 0.1031 @ 8" O.C. SIDE) CROSS BRACING T . "" ��^ WALL AND ROOF (SEE PLAN FOR ^ ^ ^^ SHEATHING, SEE TB13 LOCATION) " BLOCKING FOR ^^ 2CATIONS x4 SYP L BRACE FOR 2x4 SYP TO 5'-11" TALL. SP8CR SS RIDGE 2GABLESP3'-0" PR L BRACE FOR THEN 48" O.C. NAIL / GABLES 6'-0" AND TALLER. CROSSING AT 45 ANGLE. ATTACH L BRACE W/ (NOT REQ' 1 WHEN12d NAILS @ 4" O.C. FASTEN (1) SIMPSONABLE TRUSS CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNTRUSS BAYS (8'-0") NAILEDDIAGONAL BLL PLATE w/ 10d @ 3" O.C. (3) 12d , - '' W/ 342d TO CHORD (MIN BLO P PLATNAIL GABLE TRUSS PER JOINT AFROM 1ST 4 BAYS) t�TO TOP PLATE w/ 16d NAILS @ 4" O.C. 2x8 " ANCHOR BOLT WL CONTINUOUS LATERAL BRACING- AT 48" MIN. 2x4 SYP SPF BLOCKING 4 BAYSAT NAIL OVER X-BRACE AS SHOWN- N BETWEEN TRUSSES 48" KNOCK OUT COURSE KNOCK OUT INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR NG O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING TRUSS w/ 3-12d NAILS . MASONRY WALL SYP w/ 12d @EACH E ND TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE T813TRUSS w/ 2.12d AND 1 I OVER FOR ATTACHMENT SIMPSON HS W/ OVER JACK TRUSSES, SEE ;`, ' 10-10dx11/2"NAILS PLAN. TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"xi 1/2" r SIDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" o�• PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d , CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1SIMPSON H8 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS EACH END TDTRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE yo CNAILS HORD G `` q TRUSS ALTERNATEToeLocKING PRE-ENGINEERED VERLAP TRUSS BRACING %iE01 GABLE END BRACING N.T. . \�J WOOD TRUSSES AT LEAST ONE ?RUBS 6" OVERLAP `~2 "" "" o N A ______ TRUCTURAL PACE ����-ass G.T. SHEATHING ' ,�•y,la+T'. ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 N TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d „- a q N ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING gF W SE PLAN F,_-� `- a $ �' Ic m ro 7i Tk RF 2X4 BLOCKING ME? �. a8 m re LL LL an a S,R�'8t " ��M€ HIP TRUSS a m �� BETWEEN TRUSSES Dl W � N SECT. A -A 0J sg a K O "E� TB03 HIP RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. s` Z� Qa k 8jg� q G to # O B � ❑ ❑ ❑ ,= a WWW.fD3ENG.CGM (JI Z � S Z N a5 TRUSS NOTES: a h 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO AN51/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND OF ACCIDENT _ M BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE N 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 CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT -I LL,'+ EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. O 2. ALL BRACING (DB,C8,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL M LATERAL BRACING SPECIFIED BYTRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 0 lu (D u�G BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 4. ADDITIONAL BOTTOM CHORD BRACING SHALL 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 J 1 SEE TYP. TRUSS BLOCKING DETAILS M w t 0 tr"" SHEATHING Mill 3 TD4TRU55 x4 SHOWN V fA0 [LTAS ATE TRUSS SPACES DIRECTION Q N o RUS DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 4W O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2)-q NAILS TjION TO TRU55 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE OF (4) SOD SEC REQUIRED @RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN LATE OP DOUBLE LATE roPPLnTE SCHEDULE FOR SHEATHING DETAILS SECTION B-B PRE-ENG.TRUSS 7]x VARIES w ROOF' DIVISION LOCATION: SLOPE .\ - PORT ST. LUCIE STUD WALL SEE PLAN SEE STRUCTURAL NOTES AND /• \ NAILING SCHEDULE FOR (4)12d NAILS ® CONY. FRAMED RIDGE \ / SHEATHING DETAILS EA. END Job Information: MAYBE NAILED MIN. VERTICAL SCAB \ 2X4 SPF BLOCKING \ LANDS 12d WHEN IT SPF D.C. w/ (4)12 N4EXT \ BETWEEN TRUSSES / TO PREE G_ RUSS & B R HE O 2x8 BLKING. NAILED W EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / S1DE w/ (3) 12d NAILS WHEN REQUIRE IN PLACE OF (4) 12dEAT \ \ / REQUIRED W/ (2) MTS12'S REQUIRED RAFTERS GREATER \ \ / B 2x4 SPF BRACE / @ 48" O.C. - NAIL w/(4) 2X4 SPF BLOCKING COLLAR TIE \ \ 12d AT EACH END & @ 48" O.C. MAX.w/ 2X4 BRACE@ 4'-0" A EVERY 3rd 9� RAFTER \ \ ALTERNATE DIRECTION (3) 12d END NAILS ON CENTER--�—► SHEATHIN \ \ EACH END 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) , , ' (v PUSSES W/ (2) 12d NAILS GGG In @ EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #TJL41/2" / / TRUSSES � O IDS WOOD SCREW EACH TRUSS BLOCKING NG OR H5 @ 48" O.C. SEE PLAN / / d' M PRE-ENG. TRUSS \ / / d5 O CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / TRUSSES , � O J LLI � � o a (USP MP4) @ \ \ / / � LO J � � � LL 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD2X8 #2 SYP RIDGE BEAM @ 2'-0' ON CENTER 2X4 SPF BLOCKING ® Model Name / Number: PUSSES W/ 12)-12d NAILS AT 8'-0" EACH END MAX 2X6 RAFTERS @ 2'-0"O.C. \ /\ / BETWEEN TRUSSES MAX. W/ (3) 12d COMMON �, \/ @ 24" O.C. MAX.w/ TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN \ / \ 3 12d EA. END TYP. / •\ ( ) ( ) , _ :1820 (SEE PLANS FOR TYPE) 4 FT @ 2'-0" D.C. MAX W / (3) 10D CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM SEE PLAN SIMPSON HGMAIO 2X4 CONT. AT STEEL OR WOOD _ 1/2" GAP @ 4'-0" O.C. MAX. . Plan Issue Date: T & B CHORD BEARING SUPPORT TYP, WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" saacE _ " Thursday, Novembers, 2021 � KA PROJECT NUMBER: DETAIL @INTERIOR BEARING EXTERIOR -INTER) � � " ` > ,a=m I 4 @ RAISED HEEL DETAIL SEE PLAN FOR MORE SHEATHING INFORMATION "" h 21-10141 2x4 S.Y.P. @ 16" O.C. _ 8" C.M.U. SEE PLAN FOR REINF. Sheet: n�� Of: T1315 I EXTERIOR NON -BEARING WALL DETAIL NTs" TB14 NON -BEARING EXTERIOR CMU WALL N.r.s. T606 BLOCKING AND CONVENTIONAL FRAME DETAILS N.rs. ROOF FRAMING AND BRACING DETAILS M 6" A THERMA-TRU INSTALLATION \\\\R KEY DIFFERENCES CHECK LIST Rough openings are 114" 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 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 51 SPA EVE 6" 6" SINGLE DOOR 3„ SPA EVE 6" SINGLE DOOR W SIDELITE An, 6„ 3„t5, 3„ 3„ 3" 3" � III _ — III E )„ 1 I I 3„ 3" 3„ 3„ DOUBLE DOOR W/ SIDELITES 6" WACE :VENLY 2 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 19 -011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. M TOP OF SLAB (� jr - Ir I o N d vl 16" MIN. DIAMETER CONCRETE FOOTING TION BARRIER DETAIL 3" SPACE EVENLY N I seas Yeaµ 8• S. SEAIANTL NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. ,dot Valli' / T„ _ ,am use in 5thU. t� O pert Vndetts A�`aP 6�OODRa Ad o0sa 3td ceutsa p0150 F. \ ands 1�co'ps 2g„ ' SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT RASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY ITEXTURED, PAINED BEHIND FLASHING EXTER. WALL FINISH LOCATIONS) MINIMUM ODIN" ABOVE 6' X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CON. AT KNEEWAU- T ENTRY PLASTER ST SEALANT ROOF 6H INGLES �^ 6" X 6" H GALV. r= FIASHI9G CONTI -_ FLASHING DETAILS Z. NOTE: THIS DETAIL IS REQUIRED FIASHIv6 AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTAC H M ENT N.T.S BUCK STRIPS - 1X4 (DEPTH OF WDW. FRAME MIN,) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS `1/2" DRYWALL FLAT MID. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X I BY HEIGHT I Is I'O 4 R fll�ll IVA a We EXTERIOR ._..ws y � IN'TERIGtR, i TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 5 IXiP EDGE 'IF EDGE AT EAVES AND GABIES OF LOOS. OVERLAP 10 SE A MINIMUM COL SAVE GRIP EDGES SHALL MKO N SHEATHING AND EATEND BACK ON THE NMUM OF On. DRIP EDGE AT EAVES PERMITTED TO BE INSTALLED EnHER INDFR THE UNDEmAYMENT. IF INSTALLED UNDERLAYMENT, THERE SHALL SEA Ain WDTH OF ROOF CEMENT INSTAUED GAP EUGL FLAME. Oft' ENE SHALL 3E :ALLY FASTENED A MAXNUM OF 12111 ON VHLRE THE Vesd AS DETERMINED M :E WI'H SECTION 11301.2A 3 S Lid MPH Maximum Fastener Spacing (Jambs, Head and Slit) Wall Framing: #2SprucelPinelFi, Or B 511h one #10 x1-112" Screw Minimum Penetration 1-3/8' Cross 5edbn V dew V Minimum r � iIz .. Sincere, Eaerior sheathing variation In codes and bulid/ng types, It /s le&up to ties and user to determine the proper Installation of them items. LEAVE THE BUBBLE WRAP ONE Berne nstaliin9 you, widow, tin@ bubble wrap may be peeled back for inspection, but please le-sHd the wrap to proact tyre limns from s,aFche5 and ocher damage until rdr sl vdit, is complete. Sapd Measure to be sure the opening is 318"101/2" large than the Window age both veifici ard kinkmagy. " You may wish to prrdnll the installalhn holes In the fin at HRs lime. ftaiii dre hoes in the moani Rrr as * are not Sep 2 Appty a genemns bud of i1toore to the assume M Ind ma aihp fin. Use enough mimne to inaft ently fill all voids between the In and the wag sheathing. Sep 3 Insert the window into the opening iron tee adsde. The window Is labeled'inside" and "outlde", but f Ness labels have been removed the bead should always be N the insideofthe adifining. Sep 4 had shims We the sill, a0ang them deal the unit Is pumb In the opening. Shims shown be Installed Order the sill every 2 feet. The window should be basin centered ntee opening wish %mac Nan IMP gap between the window and wall tram) Step 5 InStAl 8#10 X 1412'ttmv 4^from tee comer of the fin at each end of to Mad, sill and both jamits. Sep 6 Isscaq the rel sil fasters Ir 8' imemens hour tlhe corner screws tothe center of each home member. Ilse carenot toow:r. tighten tee soeas and Wg them Nraghthe inn. Alm, make sure the saevs go In streght and do not muse the trams to bow. Wag fiaming should be a Mdmdm of #2 SproWNWFir Fasteners should be#l0 soeelas of Wffdem IWO ro aft" 1318 Han Mo the wag and no kffithan 1/P horn edge 2L Rae mser moraiHes nestled In each side of have m achieve W" m Sep 8 If desired, a foam asuldi mrl be applied to the inRvbr gap between the window and wall running. ing. If applied, ddsmuatbe Hp NON EXPANDING rYPE.FOAK Step 9 Sure there widows are typically used In moms with high Mdmn ere, le; betrothal Is recommended do the interbT gap between the windm and wall homing aim be sealed whin sllkom and wow so as not to intafMre with me InstNlmnn of wallboard, ilk or trim, Step 10 ends all cpnstruttnn l5 canAete, remove the bubble wrap fmmthe Inside and Outside of the window. If necessary,. clean tee Mods with a mild detergent and warm water using A min cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: EXPOSURE E- COVER SHEET FOR WIND PRESSURE AND 2- SEE ELEVATION SIRMEEmw A b i tta I Affidavit 3- SEE TITLE BLOCK F15y Building Address: Contractor: T L SHEETS FOR ANY STRUCTURAL INFORMATION Attachment Method Approval # Product Pressures Manufacture Model # Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd CbridAR Cambridge NAIL SHINGLES W/12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL30310.1 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE COUNTY APP. Florida Metal Pr d t In . LAM "Off -rid a vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, "FIR EDGE AND 4" D.C. TYPICAL MAX, FL21580.1 R-2 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING PRODUCTS LLC TAMKO No. 30 #30 ASPHALT -SATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH FL12328-R9 R905.1.1 PANEL WALLS: ALLOWABLE NEG. THE TAPCO GROUP 7" SHAKES INSTALL PER MANUFACTURE INSTRUCTIONS FL20403.4 HUBER ENGINEERED WOODS,LLC ZIP SYSTEM ROOF SHEATHING INSTALL PER MANUFACTURE INSTRUCTIONS FL17146 R7 HOMEGUARD BUILDING HOMEGUARID INSTALL PER MANUFACTURE INSTRUCTIONS CCRR-1092 Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 CLOPAY 53W5 16 x 7 2'W" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.8 2nd Choice +30.0/-32.0 CLOPAY a X FL15279.84 Swing Doors: 1st Choice +67:o/-s7.o THERMA TRU-CORP. ALL ONE 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 HS7.0/-67.0 THERMA TRU-CORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITE SIERIES THEREAFTER. (TYPICAL ALL 4 SIDES) Sidelights g THERMATRU FL20461.2 PLAT PRO FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 Alum. reinforced MI WINDOWS &DOORS SERIES 440 SGD FL15332.12 n Alum. reinforced Windows: 1st Choice +40/-50 MI WINDOWS $540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 Single Hu (fin) ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-50 MI WINDOWS TO EMBED.INTO FL 17894.2 Single Hung (flange) OORIN6TAIENTILTM. ONTHROUGVIDE BUCK USE WOOD SCREWOFBUCK. ''n2"� SERIES +50.0/-50.0 MI WINDOWS Hung SUFFIENT LENGTH TO ACHIEVE -IY2" INCH MINIMUM EMBEDMENT FL17676.2 Single (fl n) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894-4 Hung (finless) frame Mullions: Is Choice M•192a MI WINDOWS Mullion Vertical FOR 3 ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 18504.1 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 1.5804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R6 WITH MIN. 1'h" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center In dlrectlon FL16503.4 R! of length PlygeLn / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard I standard vin staples sglid 144 vented -145 FL12194.2 Hurricane Panels: Dade County ADD. L AM 1(C; 2" Ga. STORM PANELS 1st Choice SHUALTTER &GLASS Storm4Panels 24 GASTORM FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) n.., Name: Carl A. Brown Certification Number: FL # 56126 Name: Luis Pablo Torres Certification Number: FI, # 87864 Name: Certification Number: ,. .A 8a 1A f°y Brt 37364 04 p fAT"E OF A fg�i dlgl aiYVSAN�N Z &g to a o B 0 tD In g W too On W W s�Ge Q N� xJ� aJs "x EE [ t� o0 43 %6 LL li IJi Se�.g rot' � rvN o LU a 21 N CC �aaa »a," zjtj� 3 0 �sz m .gM& O �r ge�p.a [. ZN m� Q D- F~- e8 Z a o: m o 14s° m U N ge Age r 6 B. WWW.FDSENG.N1M ❑ ❑ El z_ o Z N M z „ Q C J o C — In z � m 41 W 9 o a U — m ratan Q w E to to E- m ro ry 1 oc 00/ gala Q N O nh \IBy DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBIREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: 0 z (3)U0 c LLJ N 55 0) ll 55 0 C0 N O ry- cv 14 3 HiL)M04 0 _I LLI o _I m U) V) m LL VI Model Name / Number: 1820 Plan Issue Date: Thursday, November 18, 2021 KA PROJECT NUMBER: 21-10141 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSQ MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & SELF -ADHERED FLASHING TEMPORARILY SECURE WEATHER _RESISmVE BARRIER WOOD FRAME CONSTR.EXTERIOR SELF -ADHERED - TAPE s SHEATHING BY LAFLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY61N. HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather - resistive barrier above header to allow for Hashing installation 2. Self -adhered flashing plus head flashing underweather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER R EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL , COMPATIBILITY-.--.� SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR , I SINGLE I JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST 2 Scal e: NTS ESISTIVE BARRIER I WPO1 NAILING FLANGE SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING -3/4"-1"DEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUSFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER / THRESHOLD OF DOOR AND RETURN f/ UP JAMB 6". USE LIQUID NAIL BRAND AL WEATHER PR F CA IN OR EQUAL 00 U / SECTION -A � (SEE DETAIL WP02). SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS g UNDER DECKING (SEE DETAIL WP07) W PO4 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST ERIOR IT. FIN. .DING PAPER PE n : 12.0 in cm : 30.5 cm) ELATH LDING PAPER .F-ADHERED FLASHING JDOW UNIT SELF-ADHERI 7 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHINGJAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 2 WP05 t SELF -ADHERED FLASHING PATCH )HERED FLASHING FLASHING REQUIREMENTS 11703.1 General. Exterior walls shall provide the building with a weather -resistant exterior well envelope. The exterior wall envelope shall include flashing as described in Section R7034. WINDOW UNIT R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the SLOPE accumulation of water within the wall assembly by provid4eg a water-resistant barrier behind the exterior cladding as 0.3 in :12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 cm: 30.5 cm) FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphuit felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 SELF -ADHERED asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where EXTERIOR feints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive CEMT. FIN. PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a Section R703.1. warmer to meet the requirements of the exterior wall envelope as described In R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a wmervresistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. 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 BUILDING PAPER 1. I nstell self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. 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, RFlashing. Approved metal flashing, vinyl flashing, self adhered membranes and mechanically attached flexible paper - i minimize 've la er for ease of installation and O m bedded in the adhesive layer) embedded flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be fl with h manufacturer's . FI i li membranes used a5 ashin 11 lied in accordance w t the corrosion resistant u d-a etl a shall be a C pp g pp SELF -ADHERED FLASHING ///��� WP0 { lied in a manner to t • of water into the wall cavil or penetration of instructions. All flashing shall be a revert the en g pp p n y CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER �,J Removscoringe 5. Remove all release paper per standard installation instructions and all water to the building structural framing components. Self -adhered membranes used as Bashing shall comply with AAMA 711. All exterior fenestration products shall be seated at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" Minimum). with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in RUBBERIZED ASPHALT RUBBERIZED ADHESIVE ASPHALT 6. Fold as shown by arrows 6. walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved (lashings shall be installed at the following locations: ADHESIVE t folding f the flashing accordingly to fit 7. Angle of corner may vary, adjust o d g o e s g SELF -ADHERED FLASHING # tight to corner 8. Mechanically fasten as necessary 1.xterior window and door openings. sat exterior window and door openings shall extend to the surface of the harrier Mechanically SCORED exterior wall finish or to the water -resistive complying with Section 703.2 for subsequent drainage. e 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: (BEFORE FOLDING, SCORE HELEASEPAPERTOEXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications net addressed in the ADHESIVE AS SHOWN) fenestration manufacturer's Instructions, In accordance with the: flashing manufacturer's Instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing of protection NECESSARY IN CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ V1v\ 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the intersection of Chimneys or other masonry cm,struetion with frame of stucco walls, with projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal cunings and sills. 6 4. Continuously above all projecting wood trim. 7 5. Where exterior porches, decks Or stairs attach to a wall or floor assembly of wood -frame Construction. B. At wall and roof intersections. SELF -ADHERED FLASHING INSIDE CORNER W ��®� 7. At built -In gutters. x 2 4 F- 5 5 WPOS AACCORDANCEWITH TFLASHING HEMANUFACTURER'S RECOMMENDATIONS,BEFORE W1 09 INSTALLATION OF THE BUCKIRECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1st floor 2 2 Note: 3 3 O The building paper and metal lath SELF -ADHERED FLASHING SELF -ADHERED FLASHING WP SELF -ADHERED FLASHING IWP12 must be installed over the top of CEMT. FINISH WINDOW HEAD 1WP10 CEMT. FINISH WINDOW SILL r CEMT. FINISH PARAPET WALL m" Wee Screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/7' Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 718" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated " nge 7/8" Weep Screed 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish Block 21/2" Perforated ° Flange 112" Weep Screed Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE �y1;t76tf1 ), I' av O s o®` 4 " T 7864CA CNI t * 00 <-I 7'• STATE O a) r r/O.P`o Y ° J'rtrgf� N `W`o Sv Go all W 00 d alHmmO a g 0 w mY g s"m 8 0 s O z � 15 3 0 0 of to ;Z Fp m Z� Q a ag. m m' f9 0 m 0 2ow All 'A ° WWW.FDSENG.COM ❑ El 1-1 z m - g o Z98 N Z N �� J m �. _ a - k`n Z N J`1 O m -JJ LL LL1 � o <% - .R ' 0 w c ai urn If!'I = to = k° 'NoU ENE 00 Poi = Nr c was ©p Q k'nvomQm !, A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I..L Z O � c WoCIII ur) ill 0 M ro CV to c-I � 0 U LQ un F1 Model Name / Number: 1820 Plan Issue Date: Thursday, November 18, 2021 IF KA PROJECT NUMBER: 21-10141 Sheet: - - SP Of: WATER PROOF DETAILS LaEvftoam •'KtdJtl 1 'fl :JFA tleL! - 148 1wcd 200 >$ 16x16 rag-- +. jig 1 5" bath duct to roof or wall cap -' w/ standard 70 cfm bath fan tx41 cd FIR Y4 �YS( 7yiA-�as� ^s' T W? OADER k �1. �a;r7r m+ruLIT k--.- LAWDRO>f VA,w 9kFr e. _J - "125 12 rag 14x8 1 wcd W airs, € 16x16 rag"� 14x14 r4i�- • .- . (1 s; .0 711 : 1 24x1 dfbr g 4" dryer duct . to roof cap q 12x6 1wcd w/dryer vent boxI: 195 12x6 tw d 150 ` � i Y � � Y. �v .e w •MN . IF I e i 12x12 rag 9 Z -T --- A 1wc 0 7, .. PaL as' Ie;nara ; ------------ x LM CA wkoai dx* t i _._..__----�___... s6t•E.Etf _ ®I Y 7t �iid%��r �. 'F� •PiQ v ae s A uqtkDoly; License # CMC;1240 / / / ej,=12- , a E M Fr 12x6 1wcd 125 a 3.0 TON W/5KW 5240V 1PH 18x13 plen scale :1/4"=1'0" platform by bldr 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 511 bath duct to roof or wall ca w/ standard 70 cfm bath fan 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 FOR RLA.N ALL tVA CA1. NS Must have a minimum clearance of 4 inches around thq air handler per the State Energy code. All duct has an r=6 insulation value. AREA CALCULATION 1*4 01WR 1014s am; ass as. RF?fsl Wk RW- IF. Ratin5 V 0 O� �0 O - S _ w Y) Z W O I— O Cn ry LU < Q Q (V �[ N m Z L0 co C\1 O I W m W Z Z _> Q W Q F — CIS F— Q J O Q D:�