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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2- LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES, WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. •INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONS TRUCTION WITH FRAME WA LLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 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" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON 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 EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 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 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 PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 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, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF 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 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 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 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE T P1 LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, U AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN * *TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 45 10 TOTAL (PSF) 37 37 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL O (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30F7 ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA (+) 27.6 (+) 27.6 10 (-) 29.9 () 37.0 (+) 26.5 (+) 26.5 20 28.8 (-) 34.4 s O 50 (+} 24.8 (+j 24.8 4 O 27.1 O 31.1 O 0 (+) 23.4 (+) 23.4 100 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 () 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 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 S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 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. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW 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 undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 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 information found in these documents. Any questions regarding the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 11"x 21/4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE; CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement the Designer/Engineer without advanced notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DAMS HOMES Of Northwest Florida 000 GULF : R E EZ E PA RMWAY Ca U LF f E EZ E. FAO R I DA 325 0 N N co N r d•� � N cD r- g c we CL-0W A -4 00 r` (0 r, CO LO oD r c W�c s�aSs O NciOD LL LL gm£�`3Ntic LO w W D ._°� d j:s 2.rn v `°"m ri Lj `S -2 W VLL �.E vi . Zy�GF a af Q Y • Wso� m W��_W tU0 ma-, O J •�-tea ILa N M y -: Q a I r- f141 V J Y•R1' T'o 11 El I-] e WW.FDSENG.COM W U r- Z Cl) - o 0 z 0 CD 19 N 'Q Z Q1 -- - I -1 V) U) CLLO LO z N ci") (, CO LL LU fi3 'm -n +uc'sa c * -► U -N E f6 2 C� m U W0a) 00t Q LO LHOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ I Job Information: O Uj i m ` / 00 00 rl m CL cu .. MN > a� o L LJ Z) L0 Lo .J 00 W W !V1 Model Name / Number: 1820 ♦ Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8344 I Sheet: I IOf: I 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 MARK SPACING SPECIES CAP.(plfl TOP BOTTOM BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6)-10d SP1 W/ (%10d SPF 402 STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW3 1 161. (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, 4 10d PLATE NO BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD, 6 1Od PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6) 10d SP1- W/ (6)-10d BW6 16" STUD 6 10d PLATE STUD, 4 10d PLATE SYP 878 BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW$ SP2 W/ (6)-10d SP1 W/ (611-10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 1 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW17O 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6)-10d BW11 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION - - -- - - - PLAN FOR MORE 2x P.T. W/ 112" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O,C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oo GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 91 OR SPF 92 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE WF06/S3,1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO NOTE: THIS I FOR 2 STORY PROJECTS ONLY) FIRST FLOOR CONNECTIONS. () 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. INFIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. ITTHE BEARING WALL IS INDICATED WITH THE 13W1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE N PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) A D WILL WALL SCHEDULE. NT INDICATED IN THE BEARING WA N07 REQUIRE THE ANCHOR BOLT ATTACHMENT 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STU D INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= OA 48" 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 1 1/2" 2145 SIDS SCREWS C3 (3) 2 X 4 SYP #1-OR (4) -16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/211 WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 57YP 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** = 6665 U 2200 SF POST & (12) - t6d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) -16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR* * 5 G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/211 SDS WS & 5/811 EXOPY 5645 WOLMANIZED IF FXTJ ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU8-SD52.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 011 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HOU8-SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" SIDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF LCJ 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.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA: LENGTH NAIL SPACING 8d 0.131" X 2 112" 0.131" X 2 1/2" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.1.48" X 3 V4" 0.131" X 3 i/4" NAILS & TOP PLATE 12d 0.148" X 3 1/4" 0.131" X 3'A" 8" O.C.(COMMON) STUD WALL 6" O.C.(GUN NAIL) CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 31h" 0,131" X 3'A" (2) 16O(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) - 1 3/4" X 11 1/4 ATTACH TOGETH ER W/ (2) ROWS 1/4" X 3 1/2' H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE (2) - 1 3/4" X 9 114 ATTACH TOGETH ER WI (3) ROWS 1/4" X 3 1/2' H6 LVL 2.0E Fb=2600 PSI SOS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-O" . 3' 11" (1) (2) (1) (2) 4'-0" - 9'-0` (2) (3) (2) (2) 161-0.. (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 LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADFR IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS M1 (2) 2 x 8 #2 SYP W/ 7/16" OSB FLITCH PLATE. NAIL CONNECTION: PROVIDE (2) SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BE TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR 12) SIMPSON HETA16 TO CMU O,C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) • 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 0§B FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) Bg AM TOGETHER USING 2 I SIMPSON HTS20 T0 WOOD POST ROWS OF 12d NAILS @ 12'• OR (2) SIMPSON HETA16 TO CMU O,C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4,, x 11 1/4" LVL CONNECTION: PROVIDE (2) 2,0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" 1/2" SDS WOOD SIMPSON H OR 2 SIM N ETA16 TO CMU SCREWS @ 16" O.C. TYP. GOL, U.N.O. ON ROOF PLAN. EACH SIDE. M5 (2) -1 3/4" x 11 7/8" LVL 2.OE Fb=2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) 13/4 "x16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2 ) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 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 NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. �t O 12'-10" 4'-10" 25 SH ( DB 39'-8" 13'-01, 8'-0„ 13'-10" 5'-4" 25 SH a 11r- PRECAS OTTOM @ 66_--8'_ ` - - - - - EGRESS .' EGRESS 12'-10" 13'-0" HOSE BIBB - , ` O LUG LANAI OWNER'S DROOM BEDROOM #2 VAULT CEILING Uj J : ILINC2' VAULTED C VAULTED CEILING Ec3o: ¢0o ' O C2 N G.T. - - - - - ----- - - - - - - - - ` CCED- ' ip WS01 S2 - - - FT2�- 2' 0"I 3' 8' 7'-2" 5'-0" 0' �, 1,�,. H2 2) 3050 SH H1 I I 2668 2668 1777 2868 8' CLG. x o0 2' 211 CO N 1R/1SH LIDrl o BW1 \_1 I` I W/ BASE PLATE w A m ATTACHMENTS I l0 00 1P N 0 4 BATH 2 ' 00 a a' OET BRIG. WALL a m w W w VAULTED CLG N w DETAIL i im �`' JL EL O U ED - o a I I 2868 - 3'-6" 5,$„ I h Y R OM 266 I Im 10' CEILING - "} 2668 - I N W.1.C• 2x6WALL VTRbo r+ v - ( 10' CLG. _ `t o - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - op o - , ' 00 1R 1SH / N O o BEDROOM #3 ' m o VAULTED CEILING I 3 8" 12'$" 13'-4" 0 4' 0" 2'-8" 3' 4" 2 `o (nLU I I 01�11N E R to N LU n, ��n 3'-5"0 BATH F.G. o SHWR LU 9' 4" 3'-4" VAU�TED CLG. N LID y 5068 8' CLG. A/C U1 36 FLAT BAR , TOP ON341/z" .`` r --+ I ---- -� -----� WALL iy in I-------------- - I 1R 1SH . � D W I RANGE - i DBL. HOOD 00 PROVIDE PLATFORM ; ; SINK FOR HVAC UNIT in VERIFY SIZE WITH It w ' N MFGR ' ' z © DINING ROOM KITCHEN _ VAULTED CEILING VAULTED CLG. < > I = N LO m T in 12'-10" 7'-4" ~ I 6'-7" 3'-8" Z I 9'-3" (n LON N J p - o z 2668 - REFRIG. r r - ' -' J Co VERIFY I I LOCATION a I I I N w NOOK W/ BUILDER _j LAUN.�===I; VAULTED CLG. 10' CLG. I j I ", cxo N a Go i �r LO H N DEN1Z o FOYER - 2868 "STEP DN HANSON BOX N ' CEILING BEDROOM #4 �p LO ` DRYER VENT - @ 36" AFF- W VAULTED CEILING THRU ROOF ADD INVERTED i MAX LGT 35'-0" PULL ON. STAIRS 0 10 HIP w/ B ELEV. WF39 1 221/z" x 54" S3SEE �Hl>APPLIANCE ENERGY FORM "FOR WALL INSULATION NOT %-----REQUIREMENTS : BUILDER TO PROVIDE PROTECTION IF 04 N REQ IRED BY MUNICIPAVi LITY. i I SEE SHEET 4 FOR DETAILS ' 00 9 1 /(2) 12" S.L. EGRESS 00 TRANS. PE 2 CAR GARAGE 0 C4 °� I cQ E ION 8' CEILING o m 4 WF21 MS03 O I 10' " 20" S-3 6' 4" S 1 6' 1 20'-0" N EGRESS ENTRY 10' CEILING SEE ELEVATION FOR I I WINDOW SIZE & STYLE CD04 I BM S-3 11 Q - -LINE OF GARAGE -DOOR - - - - - -----------------------, M �'' I■ 1 CBM ELEV. � & "ID"I -�------------- G.T. (ELEV "B" ONLY)- T- ----"B" I ■ - I ' "--16" SQUARE 9'-4" 2'-8" -4 COLUMN TOP @ W-O" CDO4 CD21 I S 3 o MS12 S-2 , o I I I � I HOSE BIBB 16 x 7 OVERHEAD DOOR ol 13'-4" 6'-4" 2'-0" 16'-0" 2'-0" ol 20'-0" ol 39'-8" FLOOR P LA N SCALE: 1/4" .-1'-0" ALL ELEVATIONS +26.5 / -28.8 © +26.5 / -34.4 +24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL I GENERAL NOTES I. R302,5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore 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. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12,7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the 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 finished grade or other surfiace below on the exteriorg, of the building, the operable window shall comply with one of the following [3 listed methods]. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass Ceiling r exterior entries and covered porches to Ilin for g 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/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS 114t FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. I GARAGE 396 S.F COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. N W Ln 0o r- 00 P- R-'p Cl W .,p o 3 O d MA ^6 f�i (9 ` I. ' I-- _ �B pp JJ m gaVcm Ci ('jfp C01 L� J J € w w c = m `ye°�' . Is' °� z w 8,21� W 7N� G W d b ��� w Uj Y U c - a O cv O 2 M C, W L N Lu W;da m m jQ- nU Q CL I- 9'- �W 8e$ , a m J W V � ❑ ❑ ❑ F 5 I .. WWPo.FDSENG.COM U i Z o z N O z N N Y Q ao J :3 � r � _ LO Z N I fl� 1y W J Lu w w -Z5 C6 ' <. + w Liz t!1 c m U -N E W O O H (n 00 O N U U)o 00 4 Q N O blD *rt Yi y LAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATIdN: PORT ST. LUCI E ♦ I Job Information: 0 z W z 0 +� G7 LO 0) N 00 M s d 0 N l 7 N 4) a 0 _! LIJ M L0 o UL J Model Name / Number: 1820 ♦ Plan Issue Date: Wednesday, July 21, 2021 ♦ KA PROJECT NUMBER: 21-8344 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. STEM WALL OPTION IS TO BE USED. 8. REINF. OPTIONAL CURB FOR VARIES GRADE F.F. SEE PLAN MASONRY @ELEV. 0'-0" W/ (1) - 45 BAR CONT. 00 /� -*-— Z i � 2 STORY: 20" X 20" • • REINF. N W/ (3) - #5 CONT. 16" (2) #5 SEE PLAN (2) # 5 REBAR REBAR BEARING 16 FM01 SINGLE STORY FTG 1/2" =1'-O" FM02 I SECTION @ GARAGE 1/2" =1'-O" REINF. SEE PLAN F.F. ,r ,r bo 8 (11 #5 REBAR CONT. FM03 I THICKENED EDGE 11/2" = 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, f x — k ALIGN DRIVE W/ BOTTOM OF `. RECESS &PITCH DRIVE N ' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EX W/ (3) #5 CONT� JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 11/2" =1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) EE PLAN N •. 4" - 16" 4" . 245 REBAR FM11 I STEP DOWN BRG. OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN ELEV. WITH BAR (1) 45 BAR CONT. i i r r F.F. r INSTALL LINING MATERIALS PER FBC-R P2709.2 FM14 SECTION @ RECESS SHOWER SEE PLAN 1/2" = V-O" I FM12 I STEP DOWN NON BRG. SEE PLAN 4"x 4"x 16" a , o U CURB `0 00 (G.C. VERIFY) z� REINF. M (SEE PLAN) w lln cn FLP. 16" MUDDED MIN. SLOPED TO DRAIN 2 #5 CONT. = IL 0" GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE, IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG, DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U,N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER 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 R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs F1.0 1'-0" X CONT, 1'-0" 2 #5 E.W. BOT. 2000 E,0 2'-0" X 2' 0" 1'0" 3 #5 E.W. BOT. 7200 F2.5 2%6" X 2%6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 T-O" X 3'-0" 1'-0. 4 #5 E.W. BOT. 15600 F3.5 3'-6" X 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" X 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'`I" 6 #5 E.W, BOT. 42500 F6.0 6'-0" X 6'-0' 11-4" 7 #5 E.W, BOT. 61500 LEGEND 0 INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING 1/2" = 1'-O" Cf SEE PLAN TYP. SEC. 2 #5 CONT. 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE 1/2" = 1'-O" I FM18 I TYP. STEP FTG. DETAIL 1 1/2" =1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE ND. FOR F BY COLD BENDING THE BAR WITH QUANTITY bo MIN. BAR LAP OF 25" #5 X 25" X 25" o � CORNER BAR ONE N E FOR EA. HORIZ. N - REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. I FM19 I TYP. CORNER BAR DETAIL I 1-1/2" . 1'-o"I FM23 I TYP. FND PENETRATION 11/2" = V - 0"I STEMWALL HEIGHT (h) d 1 STORY 0'-0"-2'-0" 8" >2'-0"-3'-4" 10" >3'-4" - 4'-0" 12" >4'-O" - 5'-4" 16" 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 REINF. BAR— #4 TURN BAR @ STEM WALLS GREATER THAN 4,-O� (1) #5 HORIZ_ CONT. TIED 1 EA. VERTICAL REINF. B FIN GRADE- 8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FI IN MAX 12" LIFTS i STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) STEMWALL SCHEDULE FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d 2 STORY b 1 STORY b 2 STORY 10.. 16" 20" W/ (2) #5 BARS <674# 6'-8" 10.. 20" 24" W/ (3) #5 BARS 674# 5'-4" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" COVER d FMASW I 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. ABV. FDN. #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'-O" INTO SLAB/ STEM SEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK " FILLING IS TAKING PLACE *� 6. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" " Svc. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h * TALL (TYPICAL ALL CORNERS) C)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. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS mST::E 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 moo, 2" FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS _ III (0 0 � a t �, o cew� ° 1H 00 00 r- .88U 4.,1 c anyc 0 0 cv ,y (�.0 brn _! J J � tL I � cg 8 c d N 0 U) ZC W V m- U7N� W d ", sH O Q o=LLB w N 13 0 f" 3 Y T N 0,M �a- w �b C F_ d p� a m a 2Lp� 2.8 Q 0 Eo 01 . � ✓ WWW.FDSENG.COM El El Elr UI Z 0 — a CD z N r✓ _1 d LO m i. W — LL LU w -� 0 w =m '— J C7 U —N E w � � :is 00 ai U cn o °1 " � DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: 0 z Wo /04 m? 00 .. .. • • o LO LL Model Name / Number: 1820 Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER. 21-8344 Sheet: 3 Of: FOUNDATION PLAN fMT 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 & RECEIPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 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 0 H 2x6 WALL (FLOOR TO CEILING) I 2'-c8 r' USE 2 RED HEADS TO ANCHOR WALL IFM24.1 JALTER NATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER. NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 11/2" VTR TO SANITARY SEWER BIBB NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. COACH '\ LIGHT COACH COACH LIGHT LIGHT ELECTRICAL PLAIN 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 (GENL;RAL) 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 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH 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 SINGLE POLE SWITCH $2 DOUBLE POLE SWITCH t3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $DM DIMMER SWITCH -(� CEILING MOUNTED FIXTURE 6 SCOUNCE ( WALL MOUNTED) FIXTURE ® SMOKE DETECTOR CARBON MONOXIDE/ M SMOKE DETECTOR COMBO UNIT FLOOD LIGHT VVV ���JJJ FLUORESCENT LIGHTING TRACK LIGHTING Li U o CEILING FAN 110 VOLT DUPLEX OUTLET +� 110 VOLT SPLIT SWITCHED OUTLET I.� W GROUND FAULT INTERRUPT C!i UJI 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET LO DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE Ind*010 UNDERGROUND SERVICE BY --- POWER COMPANY INTERSYSTEM BONDING TERMINATION MAIN >CONNECT 200 AMP 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT A/C DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE /� # B TO HVAC " �--#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. N 0 N r-I N m�o'm N (0 LO 5 'j W 0 1- co c �* § Icy W g'o y # .%OVEW p 4 J J J 6, or'& 2 O b O1 W u- u- ��$mN 0�°o° `z � (0cNroi Wf§mgt` Wa ui Y 13 Za Y =o. �o IFWw n ;dO m wg'" °° m _I a }'D� Q y L LL a N Q a. a o' d5U�� ° `� Yee%3 W WWW FDSENG C0IM z0 — o 0 z o � zN � iL a m W r z r' t N (D m w cn ( w C o � .9 utla 0 w L t/I t!1 ZD � m rmi m U -- - � oo � I = Iti � v 0o�_s'� c d No80 s a la►AMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: `a 1 z � 0 +� `� I j W 00 s v7 co co N t-1 ■ I-�Um CL ■ ■ ■ ■■ > (D a)■ I 0 J W—') m LO" o _IM(n(%) Model Name / Number: 1820 Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8344 Sheet: 4 Of: 0 00 TOP OF BLOCK FIN. FLR. -I- — -— 12 6� LITE TEXTURED DECORATIVE CEMENTITIOUS COATING W'DOW HEAD HGT 00 Ei�l �o 25 SH FIN. FLR. I _ - _ 48" OFF RIDGE VENT DBL 25 SH 12 1 6 48" OFF nIDGE VENT BEARING @ ENTRY I _ - TOP OF BLOCK j 0 00 - _ I FIN. FLR. LEFT ELEVATION "C" SCALE: 1/4" = V-O" F I LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH W'DOW HEAD HGT 00 iD 25 SH FIN. F Li i(2) 3050 SH LLL 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" .R.N DBL 25 SH — - 48" OFF RIDGE VENT W'DOW HEAD H T 00 io BRG. @ ENTRY TOP OF BLOCK W'DOW HEAD HGT 0 0 00 0o zo FIN. FLR. 48" OFF RIDGE VENT F-1 33/2 SH 6" RAISED= TRIM 0 ti DBL 26 ARCH TOP SH LITE TEXTURED DECORATIVE CEMENIITIOUS COATING VENTILATION CALCULATION F fmula = S U 2* 144 = not sa inchQ&nti d cauall, f fof intake anc exhaust Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) P.&,- �s.f. Total needed for exhaust for upper 1/3 578 net sq inches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan h4 `, 12 1 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION f'Cf' SCALE: 1/4" =1'-O" 12 1 6 OF BLOC FIN. FLR. 16" X 30" DECO VENT TYP is � -4 - , ' FRIEZE IN 3068 DOOR W/ (2) 1068" 16' X 7' 32 PANEL S.L. AND 16" H ARCH TRAN, OVERHEAD DOOR ARV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "C" SCALE: 1/4" =V-O" h � r Q `" t0 �mc�m Co �T O N CO LO rl- v r,� n LL9,1 .. O � 00 s -k U) 00 11 1 R's pO b LJi LL LJL o�R�N a; in10 n� w d g p tom w a c. �a 12 -0� frk raV�Q O Z 55 Y dO' 0 J m •g ao ii ''. mt'. cc m Q Q Q N N U O V n U � &%'E c N16 di WWW.FDSENG.COM 11 L2 z o z o CD N Q J � _ LO Z N t/S C7 m � w •o 0 m \J,/0 w V) c - t!) CO �— cm U —N Uj L 0 v - �00�; U cnCL o °� CO ct y Q N o B Ali ►1 r0j 1 I T FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E IVI Job Information: 0 z �LO 0) `n LO W (V cy) ap s N *' ca Q ai z °- O J L LJ N t= Jmcn(h LO U0 VI Model Name / Number: 1820 Plan Issue Date: Wednesday, July 21, 2021 aV KA PROJECT NUMBER: 21-8344 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" Z W a z 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 16/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING SPEEDS )H (VIDE 0 COMPLY OMENDATIONS ATING OF DGE DETAIL EQ. Q ;� o Q Z IL O m O O 0 EQ. _ "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING a o 2 X ^ < BOTTOM 4 MIN. SEE CHORD DETAIL TB04- -- - - - - - O SL O X d w n; N \X BOTTOM CHORD GABLE END BRACING @--� ZOP 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 PERMANENT BRACING PROVIDED 11 EXTENDS VYCR Al LCM01 w7o ur 1nE vvao. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN F RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4.12]-[12.12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r a 10 HIP -37.02 -51,06 -51.06 -51.06 GABLE -37.00 -37.00 -58.99 -58.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES ONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" 0.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C- ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:1932" EXP. 1 ('20) TILE: '32" EXP. 1 (4Q20) NOTE: ot 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 2$" x 0.113") NAILS ��i 01 ;'� r� ❑1 M r� t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15'32", SHEATHING SHALL BE FASTENED 4a4 _ I,a I a 1, 10 1, WITH ASTM F1667 RSRS-03 10d (2'%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS �� a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 �#2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" C.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 18" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN ai% O NAIL AT BASE 2ROWS n@4"D.C.w/8dCOMMON NAIL. © NAILAT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. O NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL d@ 4" O.C. w/ 8d COMMON NAIL, O PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER WI 8d COMMON NAILS @ 4" O.C. (2) ROWS Q TOP & BOTT. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END, 15/32" OSB - EXPOSUREI SHEATHING {� II II II PROVIDE BLOCKING I I II AS REQUIRED PER I I I I I SECTION X-X IF NOT = I----y----�I---- FULL HEIGHT SHEET - - O FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Le" (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSURE 1 SHEATHING -T 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15'32", SHEATHING SHALL BE FASTENED 4a4 _ I,a I a 1, 10 1, WITH ASTM F1667 RSRS-03 10d (2'%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS �� a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 �#2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" C.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 18" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN ai% O NAIL AT BASE 2ROWS n@4"D.C.w/8dCOMMON NAIL. © NAILAT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. O NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL d@ 4" O.C. w/ 8d COMMON NAIL, O PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER WI 8d COMMON NAILS @ 4" O.C. (2) ROWS Q TOP & BOTT. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END, 15/32" OSB - EXPOSUREI SHEATHING {� II II II PROVIDE BLOCKING I I II AS REQUIRED PER I I I I I SECTION X-X IF NOT = I----y----�I---- FULL HEIGHT SHEET - - O FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Le" (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSURE 1 SHEATHING -T ---------- R-------------1-f--- n n I II I I II I I it I I I I I I I I I II II II SOLID 2x BLOCKING F I I 11 I I 11 I @ ALL SHEATHING LU III III I I I I 11 I III 11 11 II I EDGES = (0 III 111 III I I I I I I a (SEE SECTION X-X) p III III C III II II II I III 11 II I I 0 z 0? III III II D II I 111 III III OPENING III II II II I II L----IL--- L- - ---� III --- --- --- --- U z III III II I II II LU = III C Ili I X l i I I (L III ul II I II II E II IIIIII IIII -Tr____n - III II II II I HI II II II I 2XSTUDSBEYOND. W 0 w II I I I II I I I I I I 11 I I SEE PLAN IIII I I I I I I I II IIII If II II I y p � III IN i I I II IIII IIII II II II I II II I I Z I I I II I � IIII IIII III I I II I I 11 1 i I I II IIII III II II II II I II II II I II II II I IIII -W I I II IIII -yam----'-�--I' II II II I u---y'----'u----� --- VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 318" S" = N/ SPACIN 3/4" . . SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN pL OQO� 0 r~A iJj m O NWgo LL o �coIU AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 92 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAI LS (2) 8d NAILS @ 3" O.C. STAGGERED VERTICAL BLOCKING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV C TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING C1V - CSV; E7V, E7VP, H7V L / R - 327 # or less HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" A01 - A06, A09, A10, D01 L / R 810 # or less HETA16 / HETA16 1810# / 1810# (9) 10d x 1-1/2" 9 10d x 1-1/2" 1810# / 1040# / (9) 10d x 1-1/2" A11, A24 - L / M / R - 990 # or less HETA16 / H10A / HETA16 1810# (18) 10d x 1-1/2" 9 10d x 1-1/2" B01B L / R 828 # or less H10A / HETA16 1040# / 1810# (18) 10d x 1-1/2" 9 10d x 1-1/2" 1040#/ 1810#J (18) 10d x 1-1/2" B01, B01A, B06 L/ M / R , 653 # or less H10A/ HETA16 / HETA16 1810# (9) 10d x 1-1/2' 9 10d x 1-1/2" (9) 10d x 1-1/2" HETA16 2 MTS12 / 2 MTS12 / /O ( ) 1810#/ 1980#/ (28) 10d x 1-1/2" A07 L/M/M/IZ -703# or less HETA 16 1980#/ 1810# (28) 10d xY-1/2" 9 10d x,1-1/2" (10) 10d x 1-1/2' (2)HETA16 / (2)HTS20 / (2)HTS20 1920#/ 2620#/ (48) 10d x 1-1/2" A08 L/ M / M / R 1849 # or less (2)HETA16 2620#/.1920# (48) 10d x 1-1/2"' 10 10d x 1-1/2" D02A CONT. ERG 88 PLF or less NAILED 330 PLF (1) 16d @ 4" O.C. PER GE01/S-4 TRUSS MANUFACTURER: PROBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 7/6/21 - L = LEFT R = RIGHT & M = MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SI MPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 CN ci F1 RAKEFR BRG TO 1�0' AL J > CN m E S F1 r I m 3/12 VLT 10'-0" CLG 3/� 12 VLT (2) D TB15 D S 4 _1>(2) 10'-0'" CLG 3/12 VLT 3/12 VLT 10'-0" CLG ODD SPACE 10'-0" CLG 3/.. 12 VLT 3/12 VLT 8'-0" CLG Z_�T CLG q J > N r-I O Ts4 ODD SPACE C ODD SPACE 10'-0" CLG BRG. 8'-0" AFF W/ KNEEWALL C TO 10'-0" AFF G E15 S3 TRUSS LAYOUT SCALE: 1/4" =1'-O" s'-o'" CLG TYP. U.N.O. SIMPSON - CONNECTOR SCHEDULE USP -CONNECTOR SCHEDULE BARK TYPE CONNECTOR & FASTENERS SPF BY[, CONNECTOR & FASTENERS SPF SYP OFRAME A TO HFTA16 wl (9)1 Od x 1 112" OR 181P HTA10 w/ (10)10d x 1 12" OR 1585 1870 MASONRY HETA20 w/ (9)l Od x 1 112" HTA20 w/ (10)10d x 1 12" O FRAME 70 HIw/(10)Sd NAILS 535 505 R77A.1(10)8d NAILS 515 685 FRAME OFRAME TO H10Aw/08)10dx 112' 1015 104t1 RT16Aw/(17)10d x 11/2" 895 1020 C FRAME H10A-2w/O8)10dx11/2"AT2PLYTRUSSES 930 1080 R716-2 W(I6)10dx1 V2"AT2 PLY TRUSSES 935 1060 O FRAME TO MI w/(14`;10d x 1 12" (AT EXTERIOR 860 990 MTW12 w/(14)10d x 1 1/2" (AT EXTERIOR 1005 t 195 FRAME LOCATION INCLUDE (3) 12d TOENAILS) LOCATION INCLUDE (3) 121 TOENAILS) OFRAME TO MGT wl(22)1 Od NALS AND 518" A.T.R. w/ 12" 3330 3965 MUG715 w/(28)10d NAILS AND 5/8" A.T.R. w/ 3330 4405 MASONRY EMBEDMENT w' SIMPSON 'BET"EPDXY 12-EMBEDMENT w/ SIMPSON'SET' EPDXY OFRAME TO HTS20 w/(24)10d x' 12" (AT EXTERIOR 1125 1310 HTW20 W(24)10dx 1 './2" (ATEXTERIOR 1265 1530 FRAME LOCATION INCLUDE (3)12d 70ENA.LS LOCATION INCLUDE (3)12d TOENAILS Q FRAME TO (2) HTS20 w/(48)1 Od x 1 1/2" (AT EXTERIOR 2250 2620 (1) HTW20 w/(48)10d x 1 12" (AT EXTERIOR 2570 3oti0 FRAMF LOCATION INCLUDE (6)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) HGT-2w/(16)10d NAILS AND (2)5B"A.T.R. HUGT2 wl(16)10d NAILS AND (2) 5/8"A.T.R. O FRAME TO w/ 12" EMBEDMENT w/ SIMPSON "SET' 10690 .12"FMBFDMFNT w/SIMPSON"SFT" 7020 9790 MASONRY EPDXY (HI FOR 3-PLY; EPDXY (HUGT3 FOR 3-PLY) OFHAM6 TO rGTRw/O8)1/4"X3"SDS WOOD SCREWS 3400 4725 RFUS w/(12) WS3 WOOD SCREWS AND 7100 MASONRY AND (2) 112" x 5' TITFN HD ANCHOR BOLTS (4) 3/4" x 6" WEDGE -BOLT (1) LGT2 wl (16) 1 fid SINKERS J1 FRAME 70 & (7) 114" x 2-1 /4" 71TFN 2 1750 2030 MASONRY SEE NOTE#6 BELOW J2 FRAME TO MASONRY / (2) LGT2 w/ (32) ', 6d SINKERS & (14) N (2 PLY TRUSS) 1l28) 3500.M 4080-M (2` LUG72 wl (32) 16d SINKERS & (10) 14 x 3" WEDO E-SOLT (2 PLY TRUSS) 3100-M 3100-M 3240-F 3770-F 3800E 4520-P FRAME OR (28) 16tl SINKERS FORFRAME (EA) 16d SINKF OR(32) 16d SINKERS FOR FRAME (EA) J3 FRAME TO MASONRY! (� LG73 wl (74) 1/4" x 3" SDS SCREWS & (8) 3/&" x 6" TITEN (2 PLY TRUSS) 4730-M 6570-M (2) LUG73W (24) 1/4' x 2 1!2' WS25 SCREWS & (4) 3/8" x 5" WB (2 PLY TRUSS) 6480-M 7710-M 5010-F 6960-F FRAME 6a80-F 7710-F rRAMG OR (52) 1Sd SINKERS FOR FRAME (EA) OR(56) 16d SINKERS FOR (EA) O BEAM TO HJ410 OPT HUC410 w! 1'. 8)16d 8 (10) 1 Od G#2680 HD410 OPT HD4101F w/ (20)16d 8 (10) 10d G#3080 BEAM NAILS J#1895 NAILS U#1950 TO HU410 OPT HU0410 wl (13) TITS N G#4500 HD410 OPT HO4101F w/ (20)1 /4" x 3" G#3355 OBEAM MASONRY 1/4'. X2 3/4" & (10)10d NAILS U#1800 WEDG&BOLT & (10) 10d NAILS U#850 BEAM 70 HU46OPT HVC46 w/(6)IDd NAILS & Git1540 G#3000 HD46OPT HU46wl(D) 10d NAILS& G81625 G92015 L2 MASONRY / (12)1/4' x 2 3/4' TITEN (TO MAS.) U#980 J#1135 (12)1/4' x 2 3/4' TAPCONS (TO MAS.) U#1030 U#860 FRAME OR (12) 16d & (6) 1 Od (FOR FRAME) SYP-F SYP-M OR (12) 16d & (6) 1 Od (FOR FRAME) SYP-F SYP-M FRAME TO (2) HETA16 OPT (2) HETA2U (2) HTA16OPT (2) HTA20 O MASONRY 1-PLYw100) 10d. 1 112" OR 2-PLY w/ (12) 16d 2385 2365 2385 23M 1-PLY wl (10) 10d x 1 1!2* OR 2-PLY w/ (12) t6d 2430 2430 HTSM16 wl(8)10d NAILS AND (4)114'k21/4' 955 1110 H7WM16 w/(B)10d NAILS AND (4) 1'4'xl 3/4" 1145 1225 FRAME TO TAPOCIONS WFDGOF--BOLT O MASONRY HTSM20 w/(10)10d NAILS AND (4)1/4"x2 '.14" 955 1110 HTWM20 wi 110)1 Od NAILS AND (4) 1/4"0 3/4" TAPCONS WEDGE -BOLT 1145 1225 OFRAME TO H10Sw/(8)8dx112' NAILS AND(2)3/8'A" 78U 910 MASONRY TITAN HD DT72Z wl (9) 1/4" x1 112" SDS WOOD DTB-TZ w/ (8)1/4" x1 1l2" WS15 WOOD OMASONRY FRAME 1"0 SCREWS AND(1)1, 2- H A.T. R. EPDXIED w/ 1835 2145 SCREWSAND(1)12"B A.T.R.EPDXIEDw/ 1510 1835 SIMPSON "SET" (SEE NOTE #4) SIMPSON "SET" (SEE NOTE#4) HTT5 wl (26)16d x2 12" NAILS AND (1) 5/8" 0 HTT45 w/ (20)16d x2 112" NAILS AND (1) OMASONRY FRAME TO AT.R. EPDXIED w/ SIMPSON "SET' 4375 5090 NET A.T.R. EPDXIED w/ SIMPSON "SET' - 5005 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) HT74 w/(18)1Od 012" NAILS AND (1) 5/8"0 H7745 w/ (18) 16d x21/2"NAIL S AND (1) OMASONRY FRAME I.O AT.R. EPDXIED w' SIMPSON "SET' 3640 4235 5/&"9 A.T.R. EPDXIED w/SIMPSON "SET" - 4160 (SEE NOTE#4 BELOW) (SEE NOTE #4 BELO" O FRAME TO H10Sw/(24)10dx11/2"NAILS 785 910 LUGT1 W (23)8d x11/2"NAILS 075 1045 rRAME OFRAME TO HM9KT w/ (4)114'x1 './T SDS WOOD 7Oo 760 RT16M w/ (9)10d x 1 112" NAILS & 1395 1395 MASONRY SCREWS & (5)114"x2 114" TAPCONS (4) 1/4"x 1 3/4"TAPCONS TO VGTw/(16)1/4"x3" SDS WOOD SCREWS& VOFRAME MASONRY (1) W" 0 A.T.R. EPDXIED wl SIMPSON "SET" 3555 49d0 w/12' MIN. EMBEDMENT FRAME TO (2) VGT w/ (32)1/4NT' SDS WOOD SCREWS O MASONRY &(2)5.8"A A.T.R. EPDXIED wl SIMPSON 5170 7185 "SET'w/ 12" MIN. EMBEDMENT FRAME TO MST w/ (16)1 /4'x9" SDS WOOD SCREWS & MUGT15 W/ (22) 10d NAILS 8 HTT45 w/ (18) O FRAME HDU4-SDS2.5 w/ (10) 1l4"x212" SOB WOOD 3285 4565 10d NAILS &(1)518"3A.T.R. - 4160 SCREWS &(1) S/8"O A.T.R. rRAME TO (2) HTTS w/(52) 15d"x212" NAILS & (2) HTT45 w/(52) 1OdU V2' NAILS O FRAM E O)5/8"B A.T.R. ISEE NOTE#4) a375 5090 &(1)5/8"B A.7,R.(SEE NOTE#4) _ 50U5 1. CONNECT ALL FLOOR THLSSES TO INTE WOR BEARING WOOD WAL LS/BEAMS .1 (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, UA.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4, FOR SINGLE PLY TRUSS ES, SCAB ON FULL HEIGI tI SYP 41 2"A"TO TRUSS VERTICAL WEB wl (2) ROWS OF 100 NAILS 0 3- O.C. STAGGERED 5. 12" MIN. A,T.R. EMBEDMENT( CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w/4'0"2x SYP #2(MATCH CHORD LUMBER SIZE) W, (2) ROWS 10d@ 4' FROM END &4'O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. AO MINIMAL CONNECT OR UNOON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F8121S3.1 FOR MORF INFORMATION 3. CONNEC710N FOR ALL HIP JACK (CORNER JACK)TO MASONRY WALLS/ICF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY A7 32" O.0 MAX. w/ (2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT wRJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES 101N1'ERIOR BEARING WOOD WALUBEAMSwI(2)12d TONAILS OMINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM OMINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH1 SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) SEE [RSH1 SCHEDULE THIS SHEET 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 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST [ D J �--METAL DRIP EDGE C.M.U. OR ICF WALL t-2 x SUB FASCIA SEE TYP. WALL SECTION I Aad-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 G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE !. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24" O.C, FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148"x31/" :AT 16"O.C.) 1• (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (RA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTAL LAION DETAILS (* *}ALUMINUM SOFFITS > 1' 4" BLOCKING REQUIRED. (***) VINYL SOFFITS > 1'-0" SHALL HAVE FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2"1 TYPICAL SOFFIT SUPPORT DETAIL 3/4" = 1'-0" N .. CA t N ccs 70 W ►t-7 r 19 d' O . � 'S �I w rq Y-1 00 r- 1- 00 I„ _ ` W c- a 0304>? 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SLAB SEE FOUNDATION PLAN FOR MORE INFO — IIL]I' 't.Illl NON-SHEARWALL TYPICAL SHEARWALL SEGMENT [11111111111111111111 t� ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL - FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @I LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. I SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL - SEE LINTEL SHEET FOR SIZE OF LINTELI AS NEEDED FOR TRANSOM HEIGHT TRANSOM OPENING FRAME INFILL AROUND WINDOW BY BUILDER SEE `♦ `♦ WFO1 FOR MORE INFOiL (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. USING (6) 3/16" DIA. X 13/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/I.Od STAGGERED O 6" O.C. - OPENING - F.C. EACH SIDE SEE PLAN I MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM I N.T.S. I SIMPSON SP2'S TOP AND BOT. W/ 12 10d NAILS 2-2x4 SPF @ EACH STUD TOP PLATE SIMPSON LSTA30 w/11-10d TO PLATE 2 F AT x 4 SP & 11-10d TO COLUMN 11�, O.C. nI TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CUNT. SIMPSON SP4 W/(6) - 1 Od X 1 1/2 USP LSTA30 I ; ; SIMPSON A34 W/ (I X 1 1/2 SP6 OR SP8 FOR 2x6 AND 2X8 WALLS W/ 22/10d NAILS NAILS (cl TOP & BOTTOM L J. . OF HEADER DOUBLE 2x TOP PLATE SEE PLAN FOR HEADER 4x4 MIN. OR BUILT-UP TOP OF COLUMN EA. 2X4 NAILED TRANSOM REFERENCE DETAIL I I I w/10d 0 B" O.C. STANDARD HOOKS SEE / RADIUS \ I I I MSO5 FOR MORE INFO OPEN N / OPENING REQUIRED T11 SIMPSON MSTAM36 MAY BE USED W/ TYP. FILLED CELL W/3000 P.S.I. CONC, TRANSOM OPENING III 1TITENB &0 Od NAILS. W/1 #5 REBAR VERT, ARCHED OR FLAT I I I INTERIOR INTERIOR BEARING WALL SHEARWALL III 2 x 4 SPF AT I 2 2x4 SPF i6" O.C. SILL PLATE III P.T. SILL PLATE W/ /z"x6" ANCHOR BOLT Ldl 32" O.C. @BASE PLATE EXTERIOR FRAME WALL I I I DOUBLE 2X4 W1 USP MP34 @ TOP & BOTTOM 8" C.M.U. 2X8 P.T. W/ V4"X3" !4,1 SIMPSON A34 W/ (8) TAPCONS @ 6" O.C. I I I 8d X 1 1/2 NAILS 2"x 42 SYP/SPF P.T. W/ IN MASONRY OR 10d (3) 1/2" X 8" "J" BOLTS OR NAILS @ 6" O.C. IN _ (3) 1/2" X 6" EXPANSION WOOD. PRECAST RECESS OPTIONAL FRAMING ANCHORS OR (6) 3" X 1/4" L 2X4 SPF TAPCONS OR I1 UNLESS OTHERWISE UN E (8) 2 7/8" HILTI TIX-DNI I NOTED. NAILS SIMPSON SPI W/ 8)-10d NAILS @I BOT 2x BASE PLATE SEE AND USP SPT24 W/ PLAN FOR MORE INFO 77 12-10d NAILS 0 SILL , DOOR OPENING f r\f11 VI I- kL/NI/ LJI Tu/ �I I-TI MS'►03 N.T.S. a4nr��nln�i nnnl nlcnTlnNl nCTAII #5 REINF. BAR a� 1� 25�TD. 90HO0K2Qo HOOK SCALE1"=1'-O" * GRADE 10 U.N. 20" MIN. LAP #3 OR 4# REINFORCING BAR #g&#4 LAPSPLICE 25" MIN.._.. LAB #5 REINFORCING BAR #51 AP SPLICE MIN. LAP #6 REINFORCING BAR #6 LAP I MS05 I REBAR SPLICE DETAIL - GRADE 40 I N.T.S. I ATTACHMENT REQUIRE ENTS SIZE I TAPCONS SPACING # ROWS 2 x 4 1/4" X 23/4" 12" O.C. 1 2 x 6 1/4" X 23/4" 12' G.C. 2 2 x 8 1/4" X 23/4" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, 'PRECAST ' m i LINTEL i W I I a IIII (2) 2X P.T. > BUCKS W/I 1/2" O.S.B. BETWEEN IT FASTEN PT 2 NAILER TO MASONRY IIIII I I I I I 1 I I I I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2x BUCK DETAIL I N.T.S. I I WFO8 I LINTELS AT ENTRY DOOR w/TRANSOM I N.T.S. I LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 C STANDARD LINTELS LINTEL MARK LENGTH ;SAFE GRAVITY LOAD (# PLF) .APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT _S LOAD (# PLF) APPLIED UPLIFT LEAD (# PLF) MPO ITE BEAM CO S (1) 171-411 950 172 405 92 8F16 -1B / 1T (min.) 2 71-611 2661 171 1624 89 8F16 - 1B / 1T 3 41-611 6113 133 2707 81 8F16 - 1B / 1T 4 141-011 1002 168 560 154 : 8F16 -1B / 1T 5 31-611 6113 770 3524 399 8F16 - 1B / 1T 6 71-611 2661 770 1624 399 8F16 - 1B / 1T 7 1 41-611 6113 770 2707 399 8F16 - 1B / 1T H 0 0 0 :00 E •• R6DAR AT TOP MIN. (1) RI r> -In' cL�att Is' GRGI:T v o .0 9 R-EAR A' EGT'O" O OF LINTEL CAV iTY W"WH REINKORCINO 7-5VWAG7IIAL PROVIDED IN LINTEL (VARIES) a" NOMINAL WIDTH T'nPE DE:SICsNATION r = FILLED WTH GROLT / 1 . JNI i m OUANTiT' O• F "Re9A11A- ISOTTOH OF LIN'F� CA V IT" SFIFo—iB/1TP NOMINAL WIDTH L—.'A"' G° 5 NOMINAL HEIG+IT REAR n -JF MATERIALS 1, Pc precast lintels = 3500 psi, 2, f'c prestressed lintels = 6000 psi. 3, f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A62.5 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7, 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. GENERAL NOTES 1, Provide full mortar head and bed;Ioints. 2. Shore filled Intels as required. 3. Installation of lime, must comply with the architectural and/or structural drawings: 4. Lintels are manufactured with 5L/2" long notches at the ends to accommodate vertical oell reinforcing and grouting, 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of8' meet or exceed L/180. B. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameterwire stirups are welded to the bottom steel for mechanical anchorage. S. Cast Tn-place concrete may be provided in composite lintel in lieu of concrete masonry units, 9. Seth load ratings based on rational design analysis per ACI 318 and ACI 530 101intel min. depths are called out on lintel plan. If contractor installs a deeper lintel than Indicated on the an, doing this Increases the strength of the lintel and is approved without engineering letter. If a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2, N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the secdon specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Adcltional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load 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 safe load from next lower height. 9. All safe loads in units of pounds per linear foot. PRECAST "U" LINTEL W/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R n n ANCHORS It 11 11 Ii A '...v E`I GROUT SHALL BE FLUSH WITH TOP OF WALL 10" /—STD.90 HOOK W n a w M ry _ a REBAR ON BOTH SIDES OF OPENING U.N.O. STD. 90 DEGREE ANGLE 3000 P.S.I. W/1 95 DIA. LT REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS II AND LARGER 8"x6"x16" CMU J.N.O. f k SEE FOUNDATION PLAN SEE FOUNDATION FOR LOCATIONS PLAN rYP. BOND BEAM 3" x 8" x 16" K.O. -INTEL BLOCK -ILL W/3000 P.S.I. ,',ONC. W/1 #5 DIA. 3EBAR NDICATES FILLED ;ELL FROM FrG. TO SEAM WITH 1 #5 3AR MIN. ra2r x93F3;d "t ti ` N �a O 0J � +I 0 y c- a�'♦c�1O tD O N CO Ill �t�o� a� W 44: C P W c "N� .; ; p t`;.j p lV'M J �JI 11 LJL LL �A N'4 Z ~ W d o W U1 m � L Zs> mt o p, - o•�� d `fi 4n m W LJ ~ W Of J c� m v_> L a3�c RA � N my d a.CD F- 2 w U to I°-- a o WWW.FDSENG.CONI 0 — z — Z O CD � 40 ZCN Q � a Lei m OXILL Lu �., — i w -03 tIINIfL s L1} v U Lu —N E 0 ' F— s 000 Lv Q LO : _p N o nn QIm FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IV I PORT ST. LUCIE Job Information: 0 O 4­1 to W 00 M 41 C Ch N rI F— � .. V a ( �- ® _jL J in (n L° Model Name / Number: kt:kZ' TYP. DOWEL 25" O Plan Issue Date: MIN. LAP (ACI 530) Wednesday, July 21, 2021 KA PROJECT NUMBER: L1-8344 Sheet: S®l Of; ALL ELEVATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. LINTEL PLAN 5/8" OR 1/2" DRYWALL — HIGH STRENGTH CLG BOARD CONNECT ALL 2x STUDS TO TOP PLATE WITH (4) 16d TOENAILS 1/2" DRYWALL MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. VINYL FRAMED WINDOW w/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS, IF NO OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE; 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. BLOWNINSULATION PER FBC ANDD ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- [RSH] - ON FRAMING SHT. FOR SHTG & FASTENERS. TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE — FACE -METAL DRIP EDGE �— 2X SUBFASCIA SOFFIT. SEE ARCH. PLANS SEE PLAN FOR HEADER SIZE 15/32" OSB EXPOSURE 1 ON O.H. EXT, WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926-98A 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE TB13 1/2" DRYWALL ON SHEET 6 FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN, 6" FROM END - SEE WS07 WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR SLAB INFORMATION P OF SLAB a. I .UI~li x'� 00 GRADE k I s�7 �I 1l CLEAN w p COMPACTED 4 FILL I= En SEE FOUNDATION PLAN 16" FOR FTG REQUIREMEi ITS WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = l'-O 2x6 #2 SYP P.T. W/ (2)'/z'x5" WEDGE ANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o SECTIONAL O OVERHEAD DOOR CONT. P.T. #2 . :.� WOOD SYP 2" X 6" 'P TRIM o O 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR TRACK MOUNTING DETAIL A OD MS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. I 12 I ' SEE PLAN PRE ENGINEERED WOOD TRUSSES @ 24" O.C. I 5/8" OR 1/2" DRYWALL --- HIGH STRENGTH CLG BOARD FELT PAPER OR • •. TRUSS PLATE 3/4" P.T. NAILER •`� 1/2" DRYWALL CURTAIN NAILER 1 x 4 P.T. @ WINDOWS 1 x 8 P.T. @ S.G.D. PRECAST "U" LINTEL SEE SCHEDULE NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. WINDOW STOOL PER SPECS PAPER BACKED FOIL R-4.1 H INSULATION AT CMU BLOCK WALL u PER FBC AND ENERGY FORM i SUBMITTED WITH PERMIT APPLICATION 1 x 2 P.T FURRING 1 x 4 P.T. BASE NAILER WOOD BASE — SEE FOUNDATION PLAN FOR I I SLAB INFORMATION - ' SEE PLAN FOR 4- RE-BAR QUANTITIES SEE PLAN O.H. SEE ELEV, GRADE 0 N N BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ,ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT PER FBCR 905.1.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- [RSH1 - ON FRAMING SHT. FOR SHTG & FASTENERS. TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR BRG. HT. -METAL DRIP EDGE '2X SUBFASCIA SOFFIT. SEE ARCH. PLANS 8x8x16K.O. INTEL BLOCK W/ (1) #5 DIA. REBAR & 3000 PSI CONCRETE FILL CELL -(1) #5 DIA. REBAR W/ 3000 PSI CONC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS VINYL FRAMED WINDOW W/ SCREEN PRECAST CONC SILL EXTERIOR FINISH - (SEE ELEVATIONS) FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN TOP OF SLAB SEE FOUNDATION PLAN WS01 I TYPICAL WALL SECTION - 8" CMU 3/4" SIMPSON HETA 16 EACH END NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE CD21 I ENTRY CMU COLUMN/BEAM N.T.S. 2 X 4 P.T. PLATE KEEP IN 3/4" FOR SHEATHING AND LATH WITH FINISH (TYP.) ALL SIDES 1/2" x 8" J-BOLTS (1) CENTERED EA. SIDE w/2" WASHERS i (TYP.) ' PLAN AI -Al SIMPSON LSTA30 w/11-10d TO BEAM & TO FRAME BELOW (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR 44 w/ 2x4 POST UNDER EA END OF SUPPORTING BEAM. NAILED w/ 8d NAILS @ 6" O.C. (TYP.) FRAME FOR COR- NERS FOR NON LOAD BEARING SIDES NAILED �b w/ 16d NAILS @ 8" O.C. (TYP.)4 COURSE HIGH A.F.F. CMU BASE FILLED w/ CONC W/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP OF COLUMN SEE FLOOR PLAN FOR BEAM SPEC. SIMPSON HETA20 Al Al BUILT UP CORNER MIN (3) 2x4 POST w/10-10d TO COLUMN I I OR 4x4 POST w/ 2x4 UNDER I e I ' I EACH END OF BEAM NOTE: 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE INSTALLED ON INSIDE OF COLUMN. DO NOT BEND STRAPS UNDER PLATE. ° J0 PLACE STRAPS IN FILL . • , ° , KII CELLS w/#5 REBAR w r `;; (TYP.)4 COURSE HIGH CMU BASE FILLED w/ CONC - SEE PLAN FOR °e a ♦e • SIZE. TOP OF COLUMN BASE - ° 2'-0" AFF NOTE: DETAIL CDAI / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. ° s t�S N 04 hyx I Q i �t y � 00 r- LSo N W T_qw 1O 00 m Y w fi It In 00 r- io tea+ U 5 w � C14 I d�Qal .J J J IL LL W o v 8`b g ��LLyW ?t AIN <nMo o m a o C7 {,F f6o"o o- w 3 "'o' sCL�aa' 3 Y o% O O W 'Lm iaL .fr3��ryw J m CD Q y�co M O fn p • yB�� W O U 0 coo ❑ ❑ ❑ WWw,FDSENG.COM C9 13 Z c7 — Z 0 a 10 a N J D (n a. — z w L0 rNi /� ' W i� � co , f 0o w � mM ULU 00 00 0- _. c Q LO N C5P= ,AI MM QW A&A\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: O 1 Z 0) cq m 00 CL cm N > 0JLi:D M o JMU)U) Ln " Model Name / Number: 1820 Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8344 Sheet: S=2 Of: TYPICAL FRAMING DETAILS (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L= 3-1/2") OR EQUAL (D = 0.162". L= 3.1/2") OR EQUAL qi 1)) AD CENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN • ` : FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG --I.,' ��' ' • +• • . � • FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED nr r!) CHIC INIT/1 r1RAI I AT JACK TO HEADER, NO BASE EDGE VIEW /16" O.S.B. A. SIDE X BLK'G. 0 O.S.B. I/2.8d A. END CONNECTOR REQUIRED INSULATION AT EXTERIOR SP4 AT (3) 16d SEE PLAN WOOD FRAME WALL PER FBC 24" OC. COMMON FOR WILL . AND ENERGY FORM SUBMITTED NAILS(TYP) � HGT. WITH PERMIT APPLICATION CMU- 7 i'F-71LY�7 i'!!•I �- 1ppo'rg pp op 00 M�Iw/ 7/16 • : . • NAILS.� ' O.C.TO SIDE & TOP ILER 4,--2x W/ (2) 16d TOENAILSEACH END TYP. /'! SPF CONTINUOUS• ' ©ATTACHED '2x4 TO . • I :d NAILS. SEE DETAILABOVE ELEVATIONSEE •' ' • SQUARETRANSOM BOX HEADER" EACH END WINDOW OR DOOR OPN'G ,--CMU PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) 2x4 STUDS" UJ PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS 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/ 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/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLI 57 STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. MAN 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 OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4" =1'-0 * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ — 8" 0/C TYP, DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE STRUCTURAL SHEATHING I CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC , AND ENERGY FORM SUBMITTED e WITH PERMIT APPLICATION 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 1 3/4" =1'-0 WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) H UC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT' (2) MSTAM36 STRAPS CENTERED w/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. 04 Q N N a� ►„ oa `5m N (o LO w a 100 o �.E F ti € age {jo 6M IJi IJi O d w LU 3 H IU @ACO Vi W LL D_ X w at 4'0�f 7 0 2sc`ta p Y W W L l W iW,'` OJ ^ 00 0 L _0,3 2 O. LL ^9 to m Q al c L ( N Q < I- L'I o v�L p umv Z — Q U =mcrr � U J fA o WWW,FDSENG.COM ❑ ❑ ❑ Z 0 — 0 0 Z (NO JCN Z N CPUm tLS L" c o � 0 w `L lAi = JM F— co U N w O � ~too I ,.. � DO c ao s o Y Q N o Q'm ., HAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: me—, 0 Lo Lo rn W 04 M 00 .; C >zLL(0 0I C M(n(n LLpN VI Model Name / Number: 1820 Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8344 Sheet: S-3 0' MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2" =1'-0 WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 45° St MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) `a BLOCKING 00 I , 1 � I , , i I I (3) 12d I I � I PER JOINT - _ I CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- ' INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d @ EACH TRUSS WEB i TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N,T,s. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP ZTYP. ©" CHORD (V �. 5 A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP cv q ------TRUCTURAL PACE G.T. SHEATHING c ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSE 12d NAILS @ 6" O.C. 01 XHIP MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d (0 o ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SYP TRUSS BRACING SPACED AT 10'-0" MAX d ` v ' ,,, N to ie rl 00 1- w a� PLAN 9 W W ti o0 - a w to a0 0 Q M� tp O N ci J J _! € �a o m LL u 2X4 BLOCKING �(ry1 .Q �� N W !d y�i I�Zc w a N HIP TRUSS Vl cOO O g a BETWEEN TRUSSES y a; d" LLi Y {/�, N C t a C ,� IL (I� U CL IyJ CC(T SECT. ° t L cp ,o ' 3 u� V 1� .� � 7�_li 6�vV4 Z O �m��yry ''�+a2QY Ir W N L N Ol W 0 6� ,p m J T603 HIP /RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. I+qI}I� N .2 on Q GN M Q d ", a3 2yy5 a LL tt��5ap� ryryyy J 3 D V < N Q 01 V N U _j 0 WWW.FDSENG.COM ❑ ❑ ❑ z 0 — o 0 z o Q co f TRUSS NOTES: co 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, ANDLO COMMON CAUSE OF ACCIDENT z N BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY 1� CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT cn w EVENLY OVER A LARGE AREA SO A S TO AVOID OVERLOADING ANY ONE TRUSS. c M 2_ ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL 2 p LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. C] w 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5, PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. cM SEE TYP. TRUSS BLOCKING DETAILS SHEATHING - 0' 4'0" = o^o, ti 3 TO 4 TRUSS x4 AS SHOWN C 00 � i TRUSS SPACES [ALTERNATEIRECTION Q N O lj m RUS ,. DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE FTRUSS (2)-12 NAILS SECTION TO EA TRUSS ---„ -- - FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE OF (4J 10D L REQUIRED RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY lop SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OUBLE TO P DOUBLE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG. TRUSS PLATE SECTION B-B VARIES w/ ROOF 2x STUD WALL SEE PLAN SLOPE PORT ST. LU C I E ♦ Job Information: CONV. FRAMED RIDGE \ \ / / / MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING \ (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ / \ B THAN 8'-0" CE \ / PO.C. RANAIL \ @ 48 w/(4) L.L■ COLLAR TIE \ \ 12d AT EACH END & EVERY RAFTER rd \ \ ALTERNATE DIRECTION O SHEATHIN \ \ \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS . TRUSSES W/ (2) 12d NAILS (OPTIONAL) C U) 0 EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X3.1/2" / / TRUSSES Ln O (n ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. / / SEE PLAN / / uj cn VT L @ M (Y) BLOCKING PRE ENG. TRUSS \ / / > cN 00 ?� N v CONT. ROOF SHEATHING AT TRUSS TOP AT ALL HAND FRAMED AREAS TYP. \ / / / / .� ■ • a '? > W d STRUCTURAL SHEATHING CHORD \ \ ~ ■ , ' � SEE PLAN FOR CONNECTION SIMPSON A34 OR r /� `^ J v J v J 2X4 P.T. BLOCKING BETWEEN AL ON DIAG ON WOOD 2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS C- 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING ♦ Model Name/ Number: AT EACH END MAX TRUSS , , 2x6 RAFTERS @ 2'-O"O.C. \ A/ 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) 1OD SEE PLAN CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM STEEL OR WOOD ♦ Plan Issue Date: 2X4 CONT. AT T & B CHORD BEARING SUPPORT 1/2" SPACE Wednesday, July 21, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 21-8344 2x4 S.Y.P. @ 161, O.C. Sheet: SA Of: ROOF FRAMING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. AND BRACING DETAILS In 91 LA C THERMA-TRU INSTALLATION��������������\� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws, Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" 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 11/4" EMBEDMENT INTO THE MASONRY JAMBS. MM SPACI EVENI 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES 3" 6 SPAC EVEN Sw SINGLE DOOR W SIDELITE 6' )PACE :VENLY 3„ E SINGLE DOOR W/ SIDELITES /_'. n C 11 ( a E DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-019 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O TOP OF SLAB 00 Z I III �Ih°I — f - it - Ir v err v ° 16" MIN. DIAMETER -1 z !°� R �— CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL. N.T.S. ---------------------------------- ---------------- Pr�e ° SEALANT It NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. �0i �cK Line valley by centering "ooaO @d es -36" wide �°re�rOr/ie Ds s CertainTeedWin rGuary dui .see 0 aterprootir�g 5 )ogle de eta nderlayment or 9L \ UooettaYo` A 2P quivalent dlrec to k. Court arse Course E 5 40 GO add god C°uc� 1 V C0�5 Rake Metal ,16� oft nail within Embed each shingle Edge 22 , valley centerline in a 2° wide strip of aspltalt , raging cement. , , Cut 2" , diagonallyV off upper Save 7" orner oFtrimmed' pieces to use in 5th(oum 1^ s , Cut shirgles 2- back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL AT ENTRY TEXTURED, PAINTED EXTER. WALL FINISH 6" X 6" H GALV, FLASHING CONT— PLASTER STOP ROOF — SHINGLES 6" X 6" H GALV. FLASHING CONT.1 ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMLM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL FLASHING DETAILS RIZ NOTE: THIS DETAIL IS REQUIRED REQUIRED 6LASHIING I AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KN EEWALL INTERSECTION 31, Mend Lhe shingles over the rake and eaves about if drip edge is Used, or about 3/4" if no drip edge is used. SPACE EVENLY INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW •, AND/OR SGD FRAME MIN.) GLUE STRIP ' w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN, 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT — BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU ; �� THE W'DOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 161, C.C. —1/8" SHIM SPACE EXT. FINISH DRIP EDGE — WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 1111 MIN. EMBiEDAW T OOD FRAME 49 BY OTHERS WOOD SCREW SHEATHING BY CTHE ,S CAULK BETWEEN FIN CIS EATFI & EXTERIOR 3/4" �i1 IR ED FINISH �- _ DISTANCE RV CiT1-iER5 E � ETER 1/4" MAX. C, VLK SHrM SPADE B OTIIEAS OA. WINWW HEIGHT ll II` `TERr0R 11 idl- TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S EAe R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AI EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM OF 3in (76ar). EAVE DRIP EDGES Sh'ALL EXTEND skin BELOW SHEATHING AND EXTEND BACK ON THE ROOFA MINIMUM OF 2in. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE NSTALLED EITHER OVFR OR UNnFR THE LNDFRLAYMFNT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 4in W.DTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. URI' EDGE SHALL BE MCC14ANICALLY FASTENED A MAXINUM OF 121r ON CEM=R. WHERE THE Vasil AS DETERMINED IN ACCONANCE WITH SECTION n301.2.1.3 S 110 MPH 1177 KM/Hi OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF4I ACHES ON CENTER Maximum Fastener Spacing (Jambs, Head and Sill) 4„ B g„ B„ B" 4. Screws �jji vry ai Moun rig 6�cteta View II� Fixed Window j f Wall Framing: N2 Spruce/Pine/Fir Or Better ,ti � :Silicone #10 x1-1/2" Screw Minimum Penetration Glazing Bead -J-- Cross Section V iew EAerior Sheathing Minimum 1 117 licone Note. We strongly recommend the use off/ashMig and/or f/ashing tapes and $1/1 pans as stated In A57M E2111-oI. However, due to var/at/on 1n codes and bulAI types, fit Is left up to the end user to determino the proper Installation ofthese Items. _ .._ a. " r ?tie @ tits Ina four t r au the bua obw wrap has ' peeled back O; rope a n but , <ea n,StIG €,be ,crap to p,"0;:?.s the blo kz (-*I c.l atch„s and other da.,,� apt i.NJc .x es,1;d a r s eo ,.r.ta. Step 1 Measure to be sure the opening is 3/8" to 112" larger than the window size troth vertically and horizontally. ' You may Msh to pre -drill the installation holes in the fin at this time. the 22txwhed holes in the EeEdj II as VW are not mcessaf led Step 2 Apply a generous bead of silicone to the backside of the mounting fin. Use enough silicone to sufficiently fill all voids between the fin and the wall sheathing. Step 3 Insert the window into the opening from the outside. The window is labeled 'Irside" and "outside", but I these labels have been removed, the glazing bead should !)ways be to the inside of the building, Step 4 Install shims under the sill, adjusting them until the unit is plumb In ttte opening. Shims should be Installed under the sill every 2 feet. The window should be basically centered in the opening with no more than 1/4" gap between the window and wall framing. Step 5 Install a #10 x 1• 2" screw 4" from the titer of the fin at eaO end of the head, sill and both jambs, Step 6 Install the remaining fasteners in 8" increments from the comet- screws to the center of each frame member. Use care not to over - tighten the screws and pull them through the fin. Also, make sure the screws go in straight and do not cause the frame to bow. Wail framing should be a minimum of #2 Spruce/Pine/Fir. Fasteners should be #10 screws of suffidenitie!I to achieve 1.318" penetraton into the wall and no less than 1/2" from edge of framing. Fastener quantities needed In each side of frame to achieve 8" spacing Lengthi of Frame Member 10" 1 16- 1 26- 1 34" T 42- 50" 1 58" 1 66" 1 74" 1 or 90" 98" Number of Fasteners 2 1 3 1 4 1 5 1 6 7 1 8 1 9 1 10 1 11 12 13 Step 7 Remove excess silicone "squeeze our from around the fin and inspect for holes or voids. Use silicone to fill any voids. Step 8 If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, this must be the NON f 0`14A10jPVG 'r YPE ro,41;1. Step 9 Since these windows are typically used in rooms with high moisture, ie; bathrooms, it is recommended that the interior gap between the window and wall framing also be sealed with silicone and tooled so as not to interfere with the installation of wallboard, file or trim. Step 10 Once all construction is complete, remove the bubble wrap from the inside and outside of the window. If necessary, clean the backs with a mild deter of and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: r*1 O H ' N A — c dA N C N n m 11 OD $ W I- imo�"c3gydC ta�Wa�_g2�VaW, U'�__oCdu�tsrmm3m�w.9'inN`�W_n WamQtJo 1Ja�Jm— 0rJ3oQ!`— 0W 007k U 06 OI IL EL LL 0� O 2 ZOW Wn 111 of 5 4(m2lw = L: Zt�0 13LO3 0 O It - `.roe �IL 2a yyW(n:g0)H � W 00 Lno7 Product Design Manufacture Model # Attachment Approval # 5 W.� z J �,=1w W Pressures Method �$ �.y ° WWVJ.rDSrNG.COM ❑ ❑ ❑ D Roofing: 0 1st Choice DADS IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 { 1 j z o 0 COUNTY APP. 1i j j 0 ROOFING VENTS: DADE I Florida Metal COUNTY APP. Products, Inc. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDI� l71PRODUCTSLLC Overhead Garage Doors: 1st Choice +30.0/.30.0 CLOPAY 2nd Choice +30.0/-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-C FIBERGLASS DI THERMA TRU-C NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. z 0 o W/ 3/8" MIN PENETRATION THRU SHEATHING Q a) �t I� d _ �i to FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, r` "Off-t`d e vent" I 1" FROM EDGE AND 4" O.C. TYPICAL MAX. FL21580.1 R-2 z N V) m Qy J -2 LU LL W. � FAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 d0 030 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH — m u 3a R905.1.1 U, w 2 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "J" BOLTS ALL UTAt 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" ERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS SOLID AND MIN 72" 0 C THEREA ER TH V)a,6 RS'-'Jm C) — N E �1 ' FL16546.8 LILT s 0 0 t— oo 6 C _ �? ' FL15279.84 U) U do o =p 1010---y Q FL20461.11 DAMS HCi119E,S FL20461.12 +67.0/-67.0 FlUERGLASS DOOR FIBERGLASS DR FT . E DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) FL20461.1 r 2nd Choice PRO ALL ONE LITE SERIES FL15215.2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sidelights THERIPLASTVIA RU PLAT PROFL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD Alum. reinforced FL15332.4 DIVISION LOCATION: PORT ST. LUCI E n MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL15332.12 Job Information: Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" 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. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE 1'/2" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 17676.9 +40/ 50 MI WINDOWS 3500 SERIES Single Hung (flange) FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES Single Hung (fin) FL17676.2 MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame z w W `H p LO W M �t Mullions: 1st Choicel I MI WINDOWS M-1926 Vertical Mullion I FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/a FL 18504.1 M-1926 Horizontal I MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" 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: +66.0/ 71.6 KAYCAN LTD Standard vinyl Staple 101' on center In direction 1st Choice of length Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" Double 5 standard standard vinyl staples solid 144 vented -145 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS I Storm Panels I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: Z 04 fh C M t W N (D iZ O J Lu ) I-, FL18644 R-6 Model Name / Number: FL16503.4 R5 1820 FL12194.1 rL12194.2 Plan Issue Date: Wednesday, July 21, 2021 FL16293 R3 V KA PROJECT NUMBER: 21-8344 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD up WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall TO BE USED. envelope shall include flashing as described in Section R703.4. WEATHER �', WINDOW UNITi- RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE EXTERIOR SWATHING SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0,3 in: 12.0 In SELF ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP / THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 for Tye Water resistive barrier. One layer is No.ive barrier {nsgeue�eowi"now; \WEATHER / OR EQUAL WEATHER PROOF CAULKING asphalt felt Shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 Inches. Other approved materials shall be installed in accordance with the SELF ADHERED FLASHING EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-roslstive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water-reslstive RESISITIVE S.,,-ADHERED 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 BARRIER SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where FLASHING applied over wood -based sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: -' 1. Cut, fold up & temporarily secure weather RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above header to allow for flashing installation numbered items in the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 BUILDING PAPER 1. Install 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. 3, Fold weather resistive barrier back over head flashing and seal with tape 1 2 2 2� 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand' R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NTS SELF -ADHERED FLASHING WINDOW WPM SELF -ADHERED FLASHING W P 02 SELF -ADHERED FLASHING CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER W P03 scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLANGED EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. RUBBERIZED ADHESIVE ASPHALT 6. Fold 8S Shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING -� INSTALL SELF ADHERED fleshings shall be installed at the following locations: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly t 9 Y Y 9 9 g y o fit THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight to Corner 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY RELEASE PAPER attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed • . � �� In accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, 6" `e ■ (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed in the FLASHING VERTICALLYFROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to z s the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection v NECESSARY IN CORNERS THROUGH at the head and sides. SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED r \ 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. . FLASHING Uv v 2 or 2 tJ 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING projecting lips on both sides under stucco copings. NAILING FLANGE 1 4 2 6 3. under and at the ends of masonry, wood or metal copings and sills. SEAL TOPS OF JOISTS 4. Continuously above all projecting wood trim. DO NOT FLASH OVER 8 UNDER DECKING 2 7 BOTTOM NAILING FLANGE (SEE DETAIL WP07) 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING /� PO4 SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING CORNER Y Y �/�� P06 7. At built -In gutters. HALF ROUND WINDOW V V EXTERIOR DOOR WITH DECK INSIDE SELF ADHERED FLASHING r '' - DECK PROTECTOR SHEATHINGv �_. 1 7/8" Cement Plaster - 7/8" Cement in accordance with Plaster in accordance with awith ASTMC926 ASTMC926 - - r SELF -ADHERED ;ts FLASHING PATCH -� �' -: ; - Felt backed metal- Felt backed metal ' 1{ lathe in accordance lathe in accordance ti : with ASTMC1063 with ASTM C1063 SELF ADHERED FLASHING {( s: *'' DECK PROTECTOR r Building Paper Building Paper Y, O.S.B. 7l S B . sheathing'0 sheathing >1 DOUBLE Keep top edge SINGLE JOIST ( JOIST SELF -ADHERED FLASHING 1 , ; , " J Metal , Flashing of weep screed 2" below top of „ SELF -ADHERED FLASHING 3 1/2" block Z 3" MIN 4 =�$�� �� ~rtx �� Unperforated Flange 7/8" Vulcum cauk bottom O 5 Weep Screed joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING \ /� / P 0 SELF -ADHERED FLASHING W P 08 APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W PO ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE r Wee Screed p 1 1/2" t0 2" Flange 7/8" Weep Screed 1H0.8362x;DECK JOIST V \/ OUTSIDE CORNER Roof INSTALLATION OF THE BUCK/RECEPTOR.Above 1/2" Cementitious Sheathing Decorative Finish ,o•• ••o. All inside and ,,'• '•. outside corner wiII ' '•9• need to be miter EXTERIOR WINDOW UNIT '• cut and caulked all CEMT. FIN. Cement Plaster ••' butt joints need to BUILDING PAPER in accordance ••••°•o. ,0'0•••becaulked using SLOPE SLOPE with ASTMC926 •'• Vulcum caulk for all SLOPE 0.3 in : 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in --- __ (0.6 cm : 30.5 cm) over wood 2nd floor (0.6 cm : 30.5 cm) _ � a SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING-- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement Plaster Finish SELF -ADHERED FLASHING Block WIRE LATH 2 1/2" Perforated '�k''o• Flange 1/2" Weep • BUILDING PAPER Cement •� •'�.•o, Screed BUILDING PAPER , ' Plaster •' over block 1st floor EXTERIOR WINDOW UNIT CEMT. FIN. ' -Install bottom Slab edge of weep screed 1" below finish floor - OPTIONAL DETAIL Note: -A RIV ..i 3 3 3 The building paper and metal lath must be installed ov o the top of WEEP SCREED DETAIL FLASHINGSELF-ADHERED WP10 FLASHING CEMT. FINISH WINDOW SILL WP 1 1 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL W P i 12 the weep screed. SCALE: NOT TO SCALE CEMT- FINS WINDOHEAD m■° �M mg� \ N CEO LLO a � F ■ W 1. v 0 Ln co co r- drn 6 li uJ _ l Co i ~ Z W $"vac '�fho a mQc2-- VIl "'W S J S, W CLi C d (n . V m '� J O\ O - i �,Cr W ? C N d OryWC Z 5 O O CCGf c m oy ''' �+..N V Q W cmtg W m "' ..00M m W J d da to ry 04 m Q N w o y v Z 0 WWW.FDSENG.COM ❑❑❑ O Z M - 0 a z o 0 j Z N 10 NNQ M 1 J Cn e•l _ L Z Z all m � 5 W 41 J W ' O m W Wo w c Mm V U-) ::D cm U - cmy E LU o vAmos E U 0 Q N O W Q�m OrM FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E e I Job Information: O z (I) 0 � ` Co r_1 � 0' W N cp Co M rl a ■ ■ ' ■ V MM W N � N i� N 0 LL Jm(n0 IVI Model Name / Number: li 1 Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8344 Sheet: WP Of. WATER PROOF DETAILS VERIFY I-Cr,ATION W/ BUILDER 42X,42 A/C SLAB --------------- - 25 Sh. BY 13LDR MIN ---------------- --------------- 2' FROM WALL EG�RiES�Si 5" bath duct to roof cap w/ standard 70 cfm bath fan U, IN BEDRO-QM #2 VAULTED CEILING 140 14x8 I wcd, 2x1 2 r, 811 -------------- il IRASH 10 BATH 2l go � x 4 1 w A 4 2 PRECAST,'90ri OM o 6,- a-, :2 LLI LANAIILL 1-- 9 VAULT CEILING -J F71 25 SH EGRESS a. OWNER'S BEDRQQL VAULTED C.7iL.INC,, 0: ----------- 4'-10" H DBL 25 Shi < 14x8 1 wcd CHANGE TO 25 Sid W/ F/P O"WN r 210 FIREPLACE OPTION ....... 16x16 rag ... x1 6 ra;y 2 5 1 11 FAM, ILY ROOM 2064 f 2668 X. ............. 14x8 1 wcd -2X6 WALL % VT.R iG 5 145 Bx1wcd ------ --- ---- - ---------- 10x10 9 BEDROO 8 -- --------- VAJLTEQ 1 0x6 I wcd,- 1 Ox6 1 wcd 60 45 6 1491 QWNER 00 • 5 BATH VALJL� ED CLG. .......... ...... A R/A.SH ... ....... ... ... ... .. RAN DBL, Hoc ROVIDE PLATFORM 24x18 'f1br R HVAC MIT SINK R1 Py SIZE WTH I V., G R 8" LJ ZI I LINING ROOM KITCHEN VAULTED CEILING 799 VAULTED CLG, 12x6 1 wcd 14x8 1 wcd t 160 160 4$ REFRIG, 2. �11:�� 4 NOO --------------- .................... VAULTED CLG. 9" 12x12 rag UN. er C GLG I a, . I �E 7, 4 7 45 L Ij n�. 1 FOYER --------- 12xl rag cc " STEP 0 10, CEILING RYER VENT A. THRU ROOF 12x6 1wcd 25' MAX LGT -0 PJLL DN STAIRS 22�0; 54': 170 WF3 ------------ DEL!/ BEDROOM #4 FRAME WALLS A -W1 R-11 INSULATION VAULTED CEILING L,----p ,*1(2) 12" S.j I& TPANS. PEW, 2 CA GARAGE (0 1ET4 ION Ljlf/k,�Scl S'CEILI. G 4" dryer duct to rool, cap - - — - — ---- ----- ----------- w/dryer vent box SEE ELEVATION FOR ENTRY WINDOW SIZE & STYLE am 10'CEILING LINE OF GARAGE DOOR ----------------------------------- ---------- ELEV, & D `G,T 13- "" — - ------ . (ELEV "13" ONLY) -- ----------- ICDO4� 3.0 TON 6/5KW 9240V 1P1H 18x13 plena scale :1/4"=1'0" platform by bldr - - - - -- ------------ - ------------ to x -1 OVERHEAD DOOR -T NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 11 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 FL00IR FLAN, SCALE 1/4' BIBB 5)' bath duct to roof cap w/ standard 70 cfm bath fan License # CAC032448 Must have a minimum clearance of 4 inches around the a-ir hardier per the State Energy code. All duct has an r=6 insulation value. AREA CALCULATIONS ist FLOOR 1820 S.F. TOTAL LIVING (AC) ----------- 1820 S,F, GARAGE 396 S.F. COVERED ENTRY (BASE? 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. F-WE COPY _ _� C/) LLJ 0 2: 11-- 0 U) LLJ U-j U) C/) 3: < = 3: �® CL C\J < CV I CO 00 CO C) I ry U) \0 M Lij Z C) LiJ < < D —1 0 af