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HomeMy WebLinkAboutBuilding PlanTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA 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 OFTHE 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. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 300(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 0.3. 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 PIOVIDED EACH WAY, 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" 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 LES OF FIBER PER CUBIC YARI. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM LUST,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 CONRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS , FlLLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL GROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WH:RE 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 PtODUCT. 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 LORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000'-S.I. THEREFORE, ANY AND ALL NOTES ON THESE EXTERIOR COVERING MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE: 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. INSTALLATION OFTHESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C925 AND ASTM C1063, OR. ASTM C1787 STRENGTH OF 2000 PSI if = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CON5TRUCTION. R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. MATERIALS.D ME O LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE HALL R 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, G N IN HEAD, OR LONG, GAGE LATH SHALL BE ATTACHED WITH LONG, GAGE NAILS HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. STAPLES, SPACED IN ACCORDANCE WITH ASTM C1G C1787, AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9• FILLED CELL REINFORCING SIZE AND SPACING SHALL BE BELOW ALL WALL OPENINGS. CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 00 NO AP S AND FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL TOTAL THICKNESS IS 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 R703.72. WOOD CONSTRUCTION R703.7.3 WATER -RESISTIVE BARRIERS. 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND II STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS, IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. R703.4 FLASHING. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS 800 OR ASTM C920CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. MEMBRANES USED TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. • UNDER AND ATTHE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER, SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. I UPLIFT CONNECTORS I 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. FIELD REPAIR NOTES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS, 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 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE W #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO Be CONT. TO FOOTING). 4 x "TITENS TO WITH SIMPSON MTSM16 TWIST STRAP W k 2'✓< CONSTRUCTION MAY BE SUBSTITUTED T 1 ) 4. MISSED LINTEL STRAPS FOR MASONRY CONSTR () / ( SE 2 MTSM18 FOR UPLIFTS LESS THAN 1720# . IF CORNER STRAP IS - UPLIFTS LESS THAN 860 LBS U ) MASONRY AND (7) SOd NAILS TO TRUSS FOR L ( ( ) MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON 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. MASTER REVISIONS DATE I DESCRIPTION Mal 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 53043) 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 (8) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS(W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR EJOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT 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 OIL 7 7 0 15 25 BOTTOM CHORD LL* 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH 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) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY 8 BUILDING RISK CATEGORY II 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 SOFT 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 O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 25.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 0 O 50 (+) 24.8 (+) 24.8 (-) 27.1 (-) 31.1 0 0 (+) 23.4 (+) 23.4 100 (25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7' 0" 16'-0" x 7'-0" (.) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. SPEED H R GREATER DESIGNATED AREAS WHERE THE ULTIMATE WIND EED IS 140 MP 0 AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 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. SEE FLOOR PLAN FOR ACTUAL PRESSURES CARE AND MAINTENANCE "EARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER/HOMEOWNER ARE NECESSARY FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BETAKEN TO CHECK WINDOWS AND DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3- 5 YEARS TO PROTECT THE COATINGS, THE DESIGNER AND ENGINEER OF RECORD ARE NOT RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR T INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF HE HOME WITHOUT PROPER MAINTENANCE, SHT NO: 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 M-1 HVAC t04 U GENERAL NOTES: I BUILDER NOTICE: 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed In the titleblock of these 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED To, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these fans should be directed to our I Quality p Y OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE SON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLI EFFECTS THEREOF FOR ANY REASON WH LE FOR THE INDOOR AIR QUALITY, OR THE EF T RESPONSIBLE Q willconsidered M n r - I .Nob ckcha es v4 be Assurance eat Immediate a Assuwa c g Y � RE THEFT VANDALISM TRESPASS OR ANY OTHER OR EQUIPMENT, FROM MOISTURE MOLD FUNGUS FIRE, CONSTRUCTION SITE MATERIALS, TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CQ � for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANYTIMEFOR ANY REASON. payments will be made in accordance to the terms of the agreement CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. AM HOMES Of Northwest Florida®1 GUFF• R EZE. F�Of'RIDA 3'�Z•3 env€ - c o F N W 00 LO ;$gym ti4 a�aLL� W h B_g�8 F 1 W 3 g, &�( _ ?IN,$ 0 3 WEE^ m Jm Z�ii �.a 5)A3 WWJJ.RJSEN6.CVM ❑ ❑ ❑ U ^�AI z I I - o 8 Z N a ` a n a 1 - N Z N ro tJ1ED Lz O w M U 76 TCS U - 61E a N ono aim 0 FLORIDA CONTRACTORS LICENSE NO. I CRC13301 46 I3000 GULFBREEZE PARKWAY GULF6REEZEFLORIDAFL 32563 DIVISION LOCATION: PORT ST. LUCIE ITI Jab Information: O z0) 0 LO LLJ h i i U ai \\ / m ~ m m J 0 .J L.IJ J 07 W W amD a° VI Model Name / Number: 2508 ® Plan Issue Date: Monday, December 13, 2021 R1 �8�„t��►tl®-��( VI KA PROJECT NUMBER: $�C1�mCfJ 1300C 21-10552 Sheet: I Of: SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(p10 TOP BOTTOM NO BW1 16" (2) led TOENAILS (2)16d TOENAILS SPF UPLIFT SP2 W/ (6)-10d SP1 W/ (%10d BW2 16° STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 402 7BW3 is" (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 13W5 SP2 W/ (6)-10d SP1 W/ (8}10d 16" STUD, 8 10d PLATE STUD 4 SOd PLATE SYP 439 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW6 16. STUD 6 10d PLATE STUD, 4 SOd PLATE SYP 878 NO EW7 12" (2)16d TOENAILS (2)16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6)-10d SP1W/ (6F10d 12" STUD, (6) 100 PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) 10d SRI W/ (6)10d BW9 12" STUD, (6) 10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/ (6}10d SP1 W/ (S-1Dd 12" STUD, (6) 10d PLATE STUD, (4) 10tl PLATE SYP 585 BW12 (2) SP2 W/ (6) SOd SP1 W/ S)-1Od 12" STUD, (6) 10d PLATE STUD, (4) SOd PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL ;-L 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 --SEE M503/S1 FOR NO UPUFr 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 FDR MORE 2X P.T. W/ 1/2" 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" OSS PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4'oo SEE GENERAL NOTE#8 BRG" WALL DETAIL IN FIELD AND EDGE, GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE- ASSUME 2.4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 91 DR SPF 92 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE 5, IF "6W".IS INDICATED ON SECOND FLOOR OASE CONNECTION TO IGNORED. SEE WF06/S3A OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR;' STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SH EARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ Sd NAILS AT 4° O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2X EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8, IF THE BEARING WALL I51NOICATCD WITH THE DWI, OW4, 3W7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4).16d TOENAILS 0 D172Z W/ 1/2" WEDGE C2 (3) 2 X 4 #2 SPF ANCHOR* & (8) 1/4" X 11/2" 2145 SOB SCREWS C3 (3) 2 x 4 SYP #1 OR (4) -16d TOENAILS 0 D172Z W 1/2" WEDGE Cq (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U = 005 2200 SYP POST & (12) - I6d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G -12000 CB SYP POST & (12) - I6d NAILS U = 2300 8x 8 P.T.#2 ABU88 W/(2)-5/8"ATR** G=24335 C7 SYP POST &(18)-led NAILS U=2320 CB 3.5 x3.5 P.L. 1.8E Fb=2400 PSI HDU55DS2.5 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. HDU5SD52.5 W/ 114)1/4" x I -BE Fb=2400 PSI 21/2" BOB WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR"* --- C10 3.5 x 7 RL 1.8E Fb=2400 PSI HOU8-5052.5 W/ (20) 1/4" x 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-24DO PSI HOU83D32.5 W/ (20) 1/4° X 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF E%T.I ANCHOR, OR ATR*** 7 %7 P.L. HDU&SD52.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT.) ANCHOR OR ATR**'1 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH, STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 5" EMBEDMENT FOR 7/8" ATR 5. IF tOl 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 (1.11E) 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.4-ENGTH NAIL SPACING ad 0.131" X 2 1&' 0.131" X 2 1/$- SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS lOd OR 12d 0.148" X 3" 0.131' X 3" SEE PLAN BLOCKING & TOE 0.148' X 3 V4" 0-131" X 3 4" NAILS & TOP PLATE 12d 0.14w x 3Ile 0.131" X 31A" W O.C-(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.14W X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.162" X 3 W 0,131" X 3'A" (2) 160(COMMON) SEE PLAN (3) 160 ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 DEB FLITCH PLATE. NAIL 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. ILN.O. ON ROOF PLAN. (2) - 2 X 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BM 088 FUTCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS C4 12" OR (2) SIMPSON HETAi6 TO CMU O.C. TYR EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/1W CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE, NAIL SIMPSON LSTA24 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) - 1 3/4" x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' x 31/2' BOB WOOD OR (2) SIMPSON HETA16 TO CMU OR (2) SCREWS @ 16" O.C. TYP. COL U.N.O. ON ROOF PLAN, EACH SIDE. (2).13/4" x 11 7/8" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 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 HETA15 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4' x 15" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 42) 1/4' X 31/2' 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 S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 92 SYP SEE GENERAL HEADER NOTE #5 W/ 10 FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 12'FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET S O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET HS (2) 1 3/4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS 016- O,C. TYP. EACH $1 DE H6 (2) - 1 3/4" X 9 114 ATTACH TOGETHER WI (3) ROWS 1A" X 3 112 LVL 2.0E FG=2600 PSI I SDS WD SCREWS (La 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 9 ,0" (2) (3) (2) (2) 10' 0" - 16'-0" 3 O 4 O 3 O 4 O GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x1O OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R, HOSE -I_ BIBB q N 10'-4" O DEL 25 $ Z'S BEDIR R'-C" CLG I � G.T. , BW1 - Zr - - 16" PRECAST ABOVE- - - - - - - = N N W w N ff w LANAI 8'-0" CLG y WIN 58'-8" - - 16" PRECAST ABOVE 0 M 2' TEMP. © O C) ti6 d H2 O o (2) 3050. SH N .^1R H1 N mom2868 A H4 BREAKFAST a 10'-0" CLG FUR So LINE a 3'-0„ 5,-5" 5 $H, pO FIBERGLASS o 658 TUB /SHOWER UNIT BATH 8'-0" CLG O 3-0' 3'-11" ------------ Ir 2868 36" FLAT BAR TOP ON 341fz" WALL 2668 w Z 8' CLG v 4'-0" ikM=-N*i1^-X1j 1 I , 4 I 2- R/SH I R/SH i 5,_6^ 31_8„ 4'-10" 1 O `- � W.I"C• W"I C,. 1= � � 5�a 12'.g" _ w 0 _ U) I OD 00U) ly r �z I� FAMILY ROOM KITCHEN �rl 1 Uc 1 1 N 10'-0' CLG _ a 10'-0" CLG q l a m I O °0 I Y" v a� 1 R/SH 'n R/SH I 0 o LINE -o o I _ 2'-4" I t 6/0 OP'G -cPv I 2' 81' I ''f'---FLR co -►, 8'•0" CLG LINE .yt-L11 co cD 8'-0" CLG b 2'_4" i,-8' bP in N 10"X12" SOFFIT CLG R/A , 246 OA I N ® ------ �----------- 2868 ryF6$ ----------io 0„ 3,_3,� 0„ 8'-8" 3'-6" {1i �_4�� 3'-10" o 10 �o A/C " o 3 rn GADE 40 ro' TU C0 O11 F.G FURS LINE COL !` 2 M SHWR ® 81-0" CLG S03 S1 DINING UTILITY I O sw3 I FOYER SO"x12" 10'-0" CLC 8'-0" CLG rn @10'-0" 10'-0" CLG SOFFIT--r 4' 10" 5'-4" 3'-8n ' 3" X 10" 11 M 1 N 0 - I w z, Z' , z ' o CORNER PROJECTIONS N F- ' 31 I O I II oTUB /SHOWER in " LIVING ROOM I o"I = WI ¢I ✓� @ALLLOC'S SHOWN U��,� r -LLT I� . OINVERTEOHIP TO 10' I ~j� WF39 bo MS g3 O_---- -1 �, aw H4 WF01 MS03 51 - u N / F I S3- -- °Q WS01 S-2 / z 0, � 3068 i WF02 S-3 © VERIFY WIND W TYPE O. BW2 O EGRESS WITH ELEVA ION / MS03 2 • 12" SIDE ITES R 8•-0„ 5,-0n / / S1 EA SIDE OF ENTRY R NSOM ABV. MET. T'HLD © DEL 26 SH / TRANS. ABV Q NIY 7 5'-6" SEE ENERGY FORM ATTIC ACCESS / WF21 SEE ELEV. iO -6" FOR WALL INSULATION LOCATE IN FIELD 10'0" T.O.M. REQUIREMENTS 22" X 36" MIN / O S 3 ENTRY I� q ______________ 10' CLG g O 4 DEL 25 SH o " I ------ ----WTAI a0 7',8„ 25 SH BEb BOOM 4 8'-0" CLG BEDROOM 3 v 8'-0"I CLG ti G.T.' I O rn m N w En w N tl aesw�n�t.�xz.N SssA�'2BWE a3XB^� DfC-,�a'�P'�.T13Ue�. H h N 4 M 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / •29.9 © +27.6 / -37.0 © +26.5 / -28.8 O +26.5 / -34.4 O+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 MEM BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed T-O" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it 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 supportingthe separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent.. 4. 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 gra de or other surface below on the exterior of the building, the operable window shah comply with one of the following [3listed methods J. 5. R308.4.2 All windows Within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 6. Calling for exterior entries and covered porches to have 7/16". Span rated OSB nailed per zone On roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. 7. 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. 8. 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 9. Ceilings for exterior entries and covered porches to be roof r 7/16' 0SB on underside of Do trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications U GD21 2 CAR GARAGE S2 8'-0" CLG op 4, 0„ 8'-4" 2,_0" 2, 0" N 12'-4" 10.-6n 11' On ----------------------------------------------- I ' � i I I ' I ' , I i I I ' I I I S12 S-2 I I O HOSE ' I BIBB I 1 ' 16 X 7 OVERHEAD _ AREA CALCULATIONS 14'.4" 6'-8" 13'_0" 4'4„ 16'_O" 4,�" 1St FLOOR 2516 S.F. 34'-011 24'•8„ TOTAL LIVING (AC) 2516 S.F. FLOOR P 1. A N GARAGE 555 S.F. COVERED ENTRY (BASE) 63 S.F. SCALE: 1/4" = 1'-0" COVERED PATIO/LANAI 200 S.F. ELEVATIONS "All LX 1113" TOTAL AREA UNDER ROOF 3334S.F. _ to v 0 g j°I m ^N-I 1- e F wBg W to W OD U ��gag vi t, tlglao �sa$gT �w �OryyezCC a 6813'� 1M�3�00 w I'>'ip c N GG a w LL W Cp O J \' w g 3 0 � 5 .m= O 2 a z Zmg .: Y " Ti t3 g Q ffiN c.3 F- 2 mS O� OJ GJJ SIB i m ina3$ 4, Z"' m IMP V y gti ❑ ❑ ❑ r VW.w.FDSENG.COM Z gz g N a ri - In Z N U4� w 0 w '- J U -NE = 0 3 I` Q DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 1H L� 0) rn UJ o M U / ccM U N CIL E J Z p J W m N JmC/i(n GMD d° Model Name / Number: 2508 0 Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 2140552 Sheet: 2 Of: LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,508 x 3 = 61600 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 1100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 36,074 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 26,074 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP ) 10,000 B= MOOD MQUIT CALCULATIONS FIRST 10,000 AMPS 0100% = 10,000 + 40% OF "A" -_ (.40 x 26,074)=10,430 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,430 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 168 HOSE BIBB INSTALL FAN BOX PREWIRE\� 0 \ - 4' I i I / ' i i I' 1 , I � ' i C f ) INSTALL FAN � • — — — � BOX PREWIRE ' N - INSTALL FAN INSTALL FA - BOX PREWIRE BOX PREWIRE ` \ \. WP GFI i n I I I d -ATTIC ELECTRIC FAN I I IRE REW GFI FOR D/W- LOCATEDIN IF REQ'D BY CODE v ADJACENT CAB \`\ w w U -- 11 IWINSTALL FAN X' PREWIRE N&NSTALL FAN BOX PREWIRE I E — — CM I / r- 1N STALL FAN BOX PREWIRE GFI r Ir IIGFI; I = j Y q I 22220 I9 —— ————— IE _ u �" 1T ELLCTRICAL GFI PANEL 42" • I I .---------, NOTE: LOCATION OFMETER AND PANEL BOX ' ' ( ATTIC ELECTRIC ' TO BE BY BUILDER. IF NO GARAGE SEVICE IF REQ'D BY CODE; DOOR IS PROVIDED A DISCONNECT SHALL \ \ i BE ADDED AT METER LOCATION. -------------- II / NOTE: -- -------------_-_-_-_ KEEP COACH LITES OUT GFI ---- \ OF BANDING, QUOINS, AND 0 42" ROUND COLUMNS WHEN COAC LIGHT COACH LIGHT POSSIBLE, REFER TO ELEVATION FOR TRIM. \ \ � GFl \ FOR GARAGE DOOR OPENER \ I I � � I COACH LIGHT COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-0" ELEVATIONS "A" & "B" W WP 9 BFI F 3 w w w w BIBS ELECTRICAL. NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLWE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 B. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFFA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). S. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9.R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n U n U n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX o CEILING FAN OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT rn w DOOR BELL CHIMES (t WP WATER PROOF W/ GROUND FAULT w 220 VOLT OUTLET p— DOOR BELL It SPECIAL SERVICES OUTLET DISP O DISPOSAL Na T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING JUNCTION BOX VF WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L,E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 20O AMP SERVICE 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT ' METER MAIN ISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BV POWER COMPANY # 14. COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #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 MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. F �g $e B 0 1 m g � S GdqGq� Vl m 1- O i � 1pm i - �-B9c . LLgW 0—f aAmLLSs \ 3 a w � Y O yy1 °�i9@ LL Q BEa ON C Z gJg y y $ Dios r � - ■ WVW1(.FDSET'6.CDM c3 ❑❑❑ Y/ z Z Q z N 7S z row J a N C4 Z N 1JN m o w c V) r �M .�f U —(mNE w D, = m ° Q NCOD nARfi= unAAvc FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I DIVISION LOCATION: L PORT ST. LUCIE IVI Jab Information: 0 � c Uj O y LJ % cQ / � a (0 3 N E � j � W N 15 OJLLLIZD `' a J m W V1 Model Name / Number: 2508 IVI Plan Issue Date: Monday, December 13, 2021 IVI KA PROJECT NUMBER: 2110552 Sheet: Of: ELECTRICAL PLAN VENTILATION CALCULATION F = 4 = st 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 k S.F. of Area to be vented (SF) 3334 s.f. Total needed for exhaust for upper 1/3 800 net sq inches Total needed for intake (sofftt area, lower) 800 net sq inches Number of Oft Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (Dan be used in combo with ORV} 44 Lineal Feet Of Soffit needed to meet required 146 Lineal S.F. provided by plan 256 as arF RIDOD vfm e TOP Of BLOCK TOP Or DLO - 'DOW HEAD HOT WDOW HEAD H 0 0 S T LITE TEXTURED a 6D UTE TEXTURED CEMENTITIOUS COATING 40 m CEMEm1TI0U5 COATING 23 SH 25 SH FlN. FLR. RN. A.R. LEFT ELEVATION "A" SCALE: 3/ 16" _1' „1 3 � f4ff'�S4 % rq p .\ a� 4"OITRID%VLNI Y N C 48"Off RIDGE VEW TOP OP BLOCK m O t U) MOW HEAD HGT W_UOW HEAD HC113 W m � m w 7k ik ±F mom 3€u8 q�da 48' OFF RIDGE VENT 48" OFF RIDGE VENT BG tl p G wm S W ® ®no 0 OEF'mgs a R LITE TEXTUREDQc�ia 41 ryj y CEMENTIn0U3 COATING DW.5 FFgg,, a 12 FlN. FiA. LL 1?x -a _25SH 26 SN fifl�0�Osg8LL 2RIGHT ELEVATION "A" 2 5��� � � J N SCALE: 3/16"=1'-0° L°'^ WW`W.FDSENG.COM ❑ ❑ ❑ �Y z Z Z J N f TOP OF BLOCK _ _ TOP OF SLO K / W N ro 9W HEADJHI W DOW HEAD H T — O m w O w O O C So co °° ao ifs '— � m U —NE O OD X 25 SH LITE TEXTURED DBL 25 SH ® C � a I , FiN. FL_R. CEMENTITIOUS COATING FIN, FLR. - ¢ " d m s!� 2868 ® DAMS HOMES REARELEVATION FLORIDA CONTRACTORS LICENSE NO. CRC1330146 SCALE: 1/4" =r'-0° 3000 QULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE i� ♦ Job Information: 6 BRG 0 ENTRY 0 ---------- 8"FRIEZE a c M T----- -- — — .@GARAGE \ M a m 0 W'DOW HEAD_HGT 8" FRIEZE �Z N a 3 ¢ j DO A ® ® O aMo a SaoITr D a q ♦ Model Name /Number: ILLijiLi-ij0 0 0� r� n ♦ Plan Issue D Z rJO$ FINISH FLOOR - aFD El a a -.F. Monday, December : 2021 6 2 BAND ♦ KA PROJECT NUMBER: DBL 25 SH 3068 DOOR WITH (2} DBL 26 SH ARCHTOP LITE TEXTURED 16x7 OVERHEAD 21-10552 12' SIDELITES A CEMENTITIOUS COATING FIXED LASS FRONT ELEVATION "A" Sheet: 5 FIXED GLASS AHV SCALE 1i,v ELEVATIONS - A 2650 SH DBL 3050 SH 2650 SH SEE D_ ET. TB03 FOR WIND; < 155/C M G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" O w LL 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 - - - - EQ. W Q CONTINUOUS BOTTOM CHORD ;PEEDS BRACING 2 X 4 MIN. SEE DETAIL TB04- - - - xH "X" BRACE SEE (VIDE DETAIL TBO1 0 COMPLY :OMENDATIONS - o ATING OF _ 0 - ; DGE DETAIL - - 4 Z - - - - o g w Q - - - m V O - - V zcwy EQ• BOTTOM CHORD GABLE END BRACING @ OF CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 11 SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2)'IT" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 80% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rlTs FISH 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 MPHF_ EXPOSURE CATEGORY 6. EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4 12].I 12:12) (SQ FEET) a=dit AREA ROOF 1 2e 2n 2r 3 3e 3r I,a I, - I,a I, HIP -37.02 -51.06 51.06 .51.061 6 m '>rT�1' g 10 GABLE -37.00 -37.00 1 -58.99 1 -58.99 1 1 -58.99 -76.03 _ z i ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE)' ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r- ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 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: U32" EXP. 1 (4Q20) IILE: Iasi' EXP. 1 ("20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 a8" x 0.113") NAILS It 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532". SHEATHING SHALL BE FASTENED ��,,aa ���� ''aI�I' A t�o� WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-D4 (3" x .120") NAILS �t1 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER LIABLE ROOF > 20 TO 45 DEG RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING (4:121-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W1 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 ATALL EDGES, AMINIMUM 11' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGESAND END JOINTS TOALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 16'. O NAILAT BASE 2 ROWS 0 4"O.C, Not 8d COMMON NAIL. © NAILAT TOP PLATE TWO ROWS @t4" O.C. W/8d COMMON NAIL. © NAIL OPENING PERIMETER W/(2)ROWS 04"O,C, W/Bd COMMON NAIL. DO NAIL INTERIOR AT 8"O.C. W/8d COMMON NAIL. OSTAGGER ALL VERTICAL JOINTS B NAIL 04"D.C. w/ Bd COMMON NAIL. O PLYWOOD SPLICES@O HEADER- NAIL SHEATHING TO HEADER w/8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2) Ill NAILS l@3°O.C. TO EACH TRUSS END OR O VERTICAL MEMBER IF GABLE END. © FLOOR SHEATHING V." PLYWOOD DECKING CLUED AN NAILED .1 lid COMMON NAILS AT 8" O C. AT EDGES OVERDRIVE NAILS: PASTNERS SHALL NOT PENETRATE SURFACE MORE THEN 118'. e I II II I II II I 1 t tt D II I I 11 II I t it it t mdii II t II 11 PER F NOT I __J,____JJ____I_ SHEET = ------------- - © FLOOR SYSTEM ALL SHEATHING 15132" OSB EXPOSURE SHEATHING BLOC PROVIDE AS REQUIRED SECTION X-X FULLHEIGHT 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 }" (2)- 2x TOP PLATE BEYOND I W2' OSB EXPOSURE i SHEATHING _ EQ• BOTTOM CHORD GABLE END BRACING @ OF CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 11 SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2)'IT" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 80% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rlTs FISH 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 MPHF_ EXPOSURE CATEGORY 6. EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4 12].I 12:12) (SQ FEET) a=dit AREA ROOF 1 2e 2n 2r 3 3e 3r I,a I, - I,a I, HIP -37.02 -51.06 51.06 .51.061 6 m '>rT�1' g 10 GABLE -37.00 -37.00 1 -58.99 1 -58.99 1 1 -58.99 -76.03 _ z i ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE)' ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r- ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 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: U32" EXP. 1 (4Q20) IILE: Iasi' EXP. 1 ("20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 a8" x 0.113") NAILS It 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532". SHEATHING SHALL BE FASTENED ��,,aa ���� ''aI�I' A t�o� WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-D4 (3" x .120") NAILS �t1 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER LIABLE ROOF > 20 TO 45 DEG RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING (4:121-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W1 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 ATALL EDGES, AMINIMUM 11' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGESAND END JOINTS TOALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 16'. O NAILAT BASE 2 ROWS 0 4"O.C, Not 8d COMMON NAIL. © NAILAT TOP PLATE TWO ROWS @t4" O.C. W/8d COMMON NAIL. © NAIL OPENING PERIMETER W/(2)ROWS 04"O,C, W/Bd COMMON NAIL. DO NAIL INTERIOR AT 8"O.C. W/8d COMMON NAIL. OSTAGGER ALL VERTICAL JOINTS B NAIL 04"D.C. w/ Bd COMMON NAIL. O PLYWOOD SPLICES@O HEADER- NAIL SHEATHING TO HEADER w/8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2) Ill NAILS l@3°O.C. TO EACH TRUSS END OR O VERTICAL MEMBER IF GABLE END. © FLOOR SHEATHING V." PLYWOOD DECKING CLUED AN NAILED .1 lid COMMON NAILS AT 8" O C. AT EDGES OVERDRIVE NAILS: PASTNERS SHALL NOT PENETRATE SURFACE MORE THEN 118'. e I II II I II II I 1 t tt D II I I 11 II I t it it t mdii II t II 11 PER F NOT I __J,____JJ____I_ SHEET = ------------- - © FLOOR SYSTEM ALL SHEATHING 15132" OSB EXPOSURE SHEATHING BLOC PROVIDE AS REQUIRED SECTION X-X FULLHEIGHT 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 }" (2)- 2x TOP PLATE BEYOND I W2' OSB EXPOSURE i SHEATHING _ ____FC ____ ___ __TJIIIIIIII IIiU1II1IIIt1II1III iIIII1IIiIII1I1II IIIIIIIII SOLD 2x BLOCKING Lim11 w>4$_ III1IIIIiIIII1IIIIiIIII1IIIL OALLSHEATHING I1 II EDGES Vl II1III (SEE SECTION XX) D OPENING L___L_I III II 1 II It �w III NI III C NI X 111 II I II II II II aOQ 14 III I L_ JL___ a. w 111 x II II 1 III E III III )III II II I III II II II 2x STUDS BEYOND. [�8 )III III II II I II I III II II II III II II 11 SEE PLAN Z-+ )III )III I I II )III II II TIII II II II I 11 II I 1 oo � 2 III III III III I I I II 1 I I I II 1 I I I 11 I I I I II I 111 II II II I III 11 11 II 1 III II II II I III II 11 II I 012 I go u¢.&2w OF OF m� c � OLL N 2x4 P.T. BASE PLATE BEYOND SEE A PLAN VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/4" SINGLE NAIL EDGE SPACIN(;; "S^ = NA SPACIN 1/z" DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLRCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI (4) 8d NAILS Sd NAILS 0 Y O.C. VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TYP. CONNECTOR SCHEDULE FOR:ADAMS 140ME5 -Model 2508 2CF A TRUSS ID BEARING POINT TRUSSACTUAL CONNECTORID CONNECTOR UPLIFT DESIGN FASTENERS NOTES UPLIFT LRATING C1-05 :C1V- C5V, E7, E7V, H7, 117V L/R -349#or less HETA16/PER TRUSS MFR 3810# (9)10 x 1-1/2" (9)10dx 1-1/2" 1313,1519,1320,1321 L/R -1221#or less HEI'A16/HETA16 =1810#/1810# 191 10d x 1-1/2" (9) 10d x1-1/2" All -A16 L/R -1023#or less HETA16/HOA 1810#/1040# 18 10d x 1-1/2" 120). 10d x 1-1/2" -A17 L/R -2052#or leis (2)HETA16 / (2)HT520 2365#/2620# 48 10d x 1-1/2" '(10) ed CSP,C3C,C3P, ESP, H5P L/M/R l -667#or less H2.5A/HSOA/H10A '.565#/1040#/1040# (18)10d x 1-1/2" 18 Lad x 1-1/2" (9) 10d x 1-1/2" A01- ADS, AOSA A01B, A10 L/R •1113#oless HETA16/HT520/HETA16 1810# / 1245# / 1810# (24)10dx 1-1/2" 9 10d x 1-1/2" :. 19) 10d x 1-1/2" r A06-A08 L/R 1270#or less HETA16/(2)HTS20/.HETA16 1810#/ 1245#/ 1810# (48)10d A 1-1/2" 9 10d x 1-1/2" (20) lod x 1-1/2" A09 L/M/R -Q94S #or less (2)HETA16 / (2)LGT2 / (2HETA16. 2365#/3240#/2365# (56)16d Sinkers 20 10d x 1-1/2' (9)10d x1-1/2". B138 L/R -624#or less 'HETA16/MT512 1810#/990# 1410d x1-12"- PB1-PB3 CONT. -264#Or less PER TRUSS MFR A095UPPORT COLUMN C8 -.JOINT#16 -2945#or less :HDU5SD525 5645# 114)1/4'x21/2'SDSAS& -5 8" Evoxv Anchor OrATR 8'MIN EMBED (1).1/2"Wedge Anchor &(8) A175UPPORT COLUMN C2 JOINT#ll 2052#or less DTT22 2145# L/4" x 1 1 2' SOS Screws TRUSS MANUFACTURER: BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 9/13121 L=LEFT, R=RIGHT &M=MI DOLE BEARI NGS - BEARING' LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAWI NGS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK I TYPE CONNECTOR B FASTENERS SPF SIP CWINEOTOR&FABTENERS SEP SYP OFRAMETO MAIVRV sK IETAt6 wl(14100x 11/2.OH H_2?0VJ IOdx1112" 1HTA20 1810 MAIB wI (t0110tlxt trz"UR wl(10)tOtlx 11/2" IRS IUD l� FRAME, RTO H2.5nw1 (1b78a NAILS 535 686 HT7Aw/(10)8a NaK6 515 585 O FPAMETO MTbTl wftlglcbxl l/PIATEMERICfl BBO MTW12 W(14)1IXIxI V2'(AT E%iEFIVH 1U08 I 1186 FRAME LOCATIONINCLJ (312d TOENAILS) 960 LOCATION INCLUDE(3) 12tl TOENAILS) MCT wl122)1M A.S. AND E#i"A.TA. w/12' MUCTISw/(2SININMLSAND&W' A.T.R.M 3330 4495 OFRAMETO E MA90rvM EMBEDMENT '91 SON'9ET'EPDXY U30 SSSS 1TEMBEDMENTWSIMPSON-SEPEPDXY FROM TO HTS20 wl(24)1pdx,ltT'(ATEMERIOR HTW20 w1124)IOdx 11@"(AT IXTO4DR 1285 1530 F FRAME LOCATION INGIDHE (B)12tl TOENAI.B t126 1310 IOCATONI NCLUDE 0)l2d TOENALS FRAME TO (2)HT320 wII48)IOdy1 V2"IAT EKTERIOR EENAL9 Q) HTW20 w/(43f10tl x 1 IQ"µT EXrERIOR 25]0 3080 FRAME LOCAimN MCLVyE (8)12tlT 2250 2620 LOCATION INCLUDE(B)12d TOENAILS (EA) 407-2*106ROd NAILSAND(2)SIS' AT.R. FMGT2 wl (16110tl NMLSAND(2)Sl8"AT.R. OFRAME G iO FRAME TO VJ 12'EMBEDMEW w/SIMPSON"SET° 10690 w112'EMBEDMEHT wI SIMREON"SET' 7020 9790 EPDXY (H014 FOR 3-PLY) EPOV NUGT3 FOR 3 PLY) FGTRW V3)I/4" x3" SUB WOOD SCREWS 3400 4725 RFUB W(12) W83 WOOD SCREWS AND ]I00 OFRAMETO MASONRY AND 9 IX x 6' TITEN HD ANCHOR BOLTS (4)3/6"x6'WEDCE-BOLT (1)LGT2 W/0611 ad SINNERS QFRAME TO &p)tH"x2-IH'TITEN2 17W 2030 MASONRY BEE NOTENBB OW FRAMETO (27 LCT2w1(32)'6d R1NKERB&(14) 43T10{ C2; LUCID wl(32) 16d SINKER &(10) 3380OF ©2 MA90NRYl I/4"x21W"TTEN C PLY TRUSS) M4 F 14"x3- WEDGEBGLT(2 PLY TRUSS) 46200E FRAME CA(18)+Od VNKFRS FOR FRWF(EA) OR, 02) 16d SINKERS FOR FRAME (FA) FRAME TO I (2)LGT3W(24)1%4'x9'SOB SCREWS DcU.GTSW(24)lWx2112WS26 J3 MA90NITYr &(8) 3/6'xTTIDEN(2 PLY TRUSS) N Eo o-F eu9oF 6CREW6&µ)=-xS-WB12PLYTRUSS) OR led SINKERS FOR FRANE(EA) 6H48o1F >],0.M FRAME OR (.52)I6151 KSg3 FOR FRMIE (FJl) /581 BEAM TO HW100PT HUUWwI -,.a) IN GN2tl80 I HD410 On PD4tgFwl(2M16d&(10110d OK311b0 V/ MASONRY il4"x23V"A(10)Ill NAILS Nkt800 WEDGE BOLT fl(10)100 NP119 IU6b0 BEAM TO HU46OPT HUC46wl(6) 1WNAILS& G*1840 GM3000 ND460PTHU46N1(6)IUd NAILS& W620 00201E L2 MASONRYI (12)114'x2314°TIrEN(TOMA9.) UNNO U#1135 R2)1I4'x231VTAP60NS(TOMAS) UYI030 U#&50 FRAME OR(1211W&RR lad(FORFRAME) SYP-F SDI,-M OR(12) l6d&(6) 1 W(FOR FRAME) SYPF SYP4& FRAME TOO 9) HETAI B OPT (2) HETAW 1920 (2) HTAIS On (2) HTA20 1870 M MASONRY MASONRY 1-M Yw1(10) I ad x 1 llT OR 2385 2385 ZRS 1-FLY W(10) 1 W x 111T OR 2430 2-PLY W/112)1& 2-PLYWi(12)l6d HTSM16w1(Bll0d NVII SAND (4)114'k9114' 965 1110 HTWM16 w1 (611W NAILS AND (4)LTx1 Y4" 1146 1216 TO TA coN$ WEDGE -BOLT OFRAME MA90NIlY HTSMon 20 W 00)10E NAILS ANO(4) 1/A'Y2'W" 9ES 1110 OR HTWM20 W D Wi ad NAILS AND(4)1141.1 W" 'IAPCONS WED(£ -BOLT 114E 122E ©FRAMEW HIOSW(S) MI x11I4' NAILS AND (2) 3M'9A' 780 910 MASONRY TIIANHD DTT2Zw/(8)V4"x lot'SDSW000 OT&=N1na11Txl 112-WSI5P10D p O FRAMETO SCREWSAND(I)IZDA.T.R EPDX1EDw1 1835 2145 SCREWSANDO)I09A.T.REPDXIEDw/r075 1835 MASONRY gIMPSON'l9n.gE1r=0,g) SIMPSON'SIFT'DEE NOTE AM HTT5 M(26) 160 a IQ' NAILS AND Se. S H1745 W(2B)IWx WNALLS AND II) ® FRAMETO AT R. EPDXIED WI SIMPSON-SEI" 4375 5090 519°0 A.T.R. EPDXIED w1 SIMPSON'6ET'5D05 MASONRY SEE NOTE M4 BELOW (SEE NOTE M BELOW) HITS W(18) 16d x2 12' NAILS AND (1) UK'B NTT4EWie)i6d x21/2-NAYS AND O) © FRAMETO A.T.R. EPDXIED w/ SIMPSON"SET' 3640 4215 SITO A.T.R. EPDXIED wI SIMPSON"SET4180 MASONRY 15EE NOTEM BELOW) (SEE NOTE#4 BELOW) O FRAM, TO Irinw1(24)10dx1112'NALS 735 910 LUGIIw/(23)8dx11iYNX-9 Imar FRAME FRAMETO HM9ffWH)lAkI 1, SDSWOOD 760 760 R116M W/ 19) lad x 11I2' NNLB&MASONRY 1395 SCREWS&(5) W"x211P TAPCONS. VGT W (i6)1/4^x3" SOS WOODWREWS& METo O MASON" (1)51"2 A.T.R. EPDXIEDWSMP30N'BET. 35% 4W M I2' MIN EMBEDMENT FRAME TO (21 O MASONRY on S'e'60ATRkEPO EDOI SIMPSOON$ 5170 ]1&8 "SET'W112" MIN. EMBEDMENT O FRAMETO VGT W (18)1/4T5" SIDS WOOD SCREWS& HOU4.9D82.5 w1 (10j ^/4^x21/2'SCB WOOD S285 4565 MUGTi5 w1122110tl NNL$&HTT45 w1081 416( FRAME SCREWS & (1) YB°B A.TR. tad MILE & (I ) `W3"e A.T R. FRPMEM (2)HTTSwI(aw15d-A2lU NAILS&. SD90 (2) H174Bwl(52) lddY2112' NAILS - 500; O FRAME 111518°6 A.T,R.(SEE NOTE B41 4W5 &(t)46"BA.TA.(SEE NOTE") 1. CONNECT ALL FLOORTRUSSES TO INTERIOR BEARING WOOD WALLSt 8EAMSW/(2) 121 TOENAILS. 2, NATRUSS TO TRUSS CONNECTIONSARE PROVIDED SYTRUSS MANUFACTURER, LINO ON PLAN. 3. GC. MAY USE hill HER SIMPSON ON USP CONNEC I IONS, SEE FRAMING PLAN FOR CONNECI OR CALL OUT. 4. FOR SINGLE PLYTRUSSES, SCAB ON FULL HEIGHTSYP#1TAV' TOTRUSS VERTICAL WEB WI(2) ROWSOF lad NAILS 0 VO.C. STAGGERED B. 12' MN.A.T.R. EMBEDMENTO CMU BOND SEAM U.N.O. C 6- Sdl TRUSS CHORDMVA"2x SYP 02(MATCH CHORD LUMBER SIZE) w1(2) ROM 10d 044"FROM END&4"O.C. STAGGERED; CENTERAT CONNECTOR LOCATION AS MUCH AS POSSIBLE. AO MIMMAI. CONWICTOR UNO ON FRAMING RI AN 1. CONNECTION Fog ALL ROOFIFLOOR TRUSSES TO MASONRY WALLBNNTELf2 ICE WALLS LINO ON PLAN A. CONNECTICHAT24"OR SP"O.0 PMOING VERTICALS FOR AIL FLOOR TRUSSES PARKI.FI TOMASONRY WALLS SEE DETAIL FBln&1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WMJ.SICF WALLSUNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO T(IP OF MA90NRYAT 0 0 C MAIL w/(2) AT EACH CORNER, oC, TO VERIFYLOCAI ION JOSS N01 CONFUCTM/ JI (IF AFPLICFBLE) LAYOUT 5. GONWCT ALL FLOORTRLSSES TO INTERIOR BEARING WOOD WALLSEAMS w1(2)IM TONAILS OMINIMALCONNECTORLNOONPHAMINGPLAN 1. CONNECTION FOR JACKTRU99 TO WOOD WALL OR BEAM n MINMALCONNECTORUNOONFRAMINGPIAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH) SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT, OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST _ V2x METAL DRIP EDGE C.M.U. OR ICE WALL D _ 2 x SUB -FASCIA SEE TYP. WALL ALUM FASCIA SECTION BLOCKING NAILED 2x2 #2 P.T. MIN. FASTENED TO TOP CHORD OF EVERY PER NOTE 2 BELOW. - OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO - 12d NAILS, TYP. (**) (***) BLOCKING w/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATtRIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN, P.T. W/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0._300 WASHER W/ MIN. 1" EMBEDMENT 0 16" O.C. IF WOOD WALL, FASTEN W// 0.14WITA" @ 16"O.C. 3. (F) CHANNEL APPLICATION: 'N2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT PROVAL FOR INSTALLAION DETAILS (**) ALUMINUM SOFFITS> 1� 4" BLOCKING REQUIRED. (***) VINYL SOFFTS > 1'-01 SHALL HAVE FOR SOFFITS < V-4" Mib BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" V .a J _ EOY 9 95 W D 1� 00 00 1 - 6�T.G M " N LL LL LJi b 6m (�JN NY S YCNheL W D- ''mCCEE WV2 `9�adNNNQ 6. ip 9L p y W � Q� O LL O voa� §W o o pp w III ,- o 49 Taa Go m -� J $ d 8$a li o y 16 ° '$S WWW.FOSENGLOM El 0 El In ago% (9 Z oO Z 0N Z klu a LO- Ln Z (14 LA N m Q) y fi 4--1 w p w O- go uoa w Jr N ZD � J r ,�L <on�B i4jm r1AVkA4= IIIIIA{7,IC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: I40 mi O i n fY/l O CCN CL 3 E J O J CO 00 o' a J M �Ws/� vU) Tj Model Name / Number: 2508 V1 Plan Issue Date: Monday, December 13, 2021 0 KA PROJECT NUMBER: 21-10552 Sheet: q Of, ROOF PLAN A UMEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 ON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) 1011111111 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. [TOP FILLED CELL: FILL SLK. CELLS. WITH BODO P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEEPLAN AND FLOOR PLAN. FOUNDATION PLANMIN. LAP 25" (ACI 530) FOR MORE INFO OF SLAB L! t MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. TIE BEAM W/3000 P.S.I. C. W/1. 45 REBAR CONT. SIMPSON SP4 W/(6) -10el X 1 112 /—SP6 OR SP8 FOR 2x6 AND 2X8 WALLS V—DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/30DO P.S.I. CONC. W/1 #5 REBAR VERT, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x 42 SYP/SPF P.T. W/ (3) 1/2" X B" '9'• BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO YKAMt(CAI/nrax/3n�Mn)VVMI-I-,� N.T.S.MS03 exAcnNIDV PnNIMCPTInNI nCTAII »LINTEL CHARTw/ GRAVITY & UPLIFT LOADS FOR: Adams Homes Model 2508 2CF A - 8'-0" Plate STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 17'-4" 952 134 405 $4 8F16 - 1B / 1T (MIN.) 2 4'-611 6113 1516 2707 837 8F16 -1B / 1T 3 ' 7,-8", 1843 770 1136 367 8F16 - 16 / 1T (MIN.) 4 7'-811 1843 1553 1136 772 8F16 - 1B / 1T 5 41-611 6113 168 2707 89 8F16 - 16 / 1T 6 11'-411 1366 182 800 211 8F16 - 1B / 1T 7 13'-811 1002 182 560 211 8F16 - 1B / 1T #5 REINF. 20" MIN. LAP BAR N 43 OR #4 REINFORCING BAR ea R #4 AP SPLICE 25" MIN. LAP #5 DIM HOOK #5 REINFORCING BAR — #61AP SPI ICE SCALE'S"=1'O' °MIN P #8 REINFORCING BAR ( r * GRADE 40 U.N.O. 96 1 AP SPLICE I MS05I REBAR SPLICE DETAIL - GRADE 40 I N.T.S. I ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING 4 ROWS 2x4 1/4"X2V." 12'0. C. 1 2 x 6 1/4" X 0A" 12' O.C. 2 2 x 8 1/4" X 2sA" 12' G.G. 2 NOTE' TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST LINTEL (2)2X P.T. BUCKS W/ 1/2' O,S.e. BETWEEN FASTEN PT 2 NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED. USE 1/4-X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. o n o 0 O ELEVATIONS "A" & "B" O H "s R®PR AT TOP MN. Ga Re= 1-112' 9.EAR c.M.u. GROUT Fail A- 0070M ib O OF UMEL CAYITY 90ttOM 4a1NPORCINm 14/B"AGlU4L PRMDm M LINTEL NARIEBJ B• rvonirvx IaorH TYPE DESIGNATION P = FI{1Ep WITH QRO-1 / U = UNFILLED auANmr or n RraAR Ar DOTfGM GR LW8 CAY TY SPI6-1B/1T NOMINAL C VCMI"L NGL HEIGHT REBAR AtT TOP MATERIALS 1. f'c precast lintels — 3500 psi. 2- Yc prestressed lintels = 6000 Pal. 3. Pc grout = 3000 PSI w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 pal. 5. Reber provided In precast lintel par ASTM A615 GR60. 6- Feld rebar per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 love relaxation. 7. 7/32 wine per ASTM A510. S. Mortar per ASTM C270 type M or S. GENERAL NOTES 1- Provide full mortar head and bed Jolnts. 2. Shore filled lintels as required 3. Installation of lintel must comply with the architectural and/or structural dfawings. 4. Lintels are manufactured WMI 51/2" long notches at the ands to accommodate vertical cell reinforcing and grouting. S. All linels meet or exceed L/350 vertical deflection, except lintels 17' 4" and longer with a nominal height of S" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. S. CastaDplace concrete may W provided in composite lintel In lieu of whereas masonry units. 9. Safe land ratings based on rationed design analysis Par ACI 318 and ACI 530 10.Untel min. depths are called out on lintel plan. t contractor Installs a deeper lintel than Indicated on the plan, doing this increases the strength of the lintel and Is approved without engineering letter. if a smaller lintel Is Installed contact EOR for l. SAFE a LOAD TABLE NOTES 1. All values based on minimum a hearing. Exception: Safe leads for unfilled Ilydel5 must be reduced by 20% # beating length Is less man 6-1/2". Safe loads for all recessed Ifntels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4, Safe loads based on grade 40 or grade 60 teld rebar. 5. Additional lateral iced capacity can be obtained by the designer by Providing optional reinforced masonry above the precast lintel. 6. One #7 rebar may be subsSWted for two 415 rebars in W Ilim els 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 fees of support. 8. For composite lintel heights not shown, use safe bad 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 R ANCHORS (TYP.) REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT . BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS 6'-6" AND LARGER — IS am GROUT SHALL BE FLUSH WITH TOP OF WALL 10" r—STD. 90 HOOK N Q N J Z Q STD. 90 DEGREE ANGLE 3000 P.SJ. CONC. W/1 #5 DIA.' ". - -';. - TYP. BOND BEAM REBAR ` ` 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED 8' x SIX 16' CELL FROM FIFG. TO CMU U.N.O. BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25' MIN. LAP (ACI 530) Eeo� N CO LSO eg F y ° 10 y tpi sk J# # �15 �em Bi t :. gp 4Z1A 9 W 0- ! g� M g . o_ a w rD 4'w Z CJ2w-�� z 30 oaa � s F$N W� mw m On OJ Qa k Up O p"A U N c a i .5 WW❑ El ❑ W.FDSMG.COM z Z N22 0 Z N Z Y I�Yaljl a N ti Z 1` N / t — J 4f rn ti ;'-a W — Ia In v� j W c t!S 4i jM U —IT)E h I O p N c OD o Q N Ooa aW A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: 00>— ✓Y Cr. J c/ (D N In O) L.0 O � M N J Ou 00 Q Ii O —jLdZD co 00 o a- J M U) U) ♦ Model Name / Number: 2508 ♦ Plan Issue Date: Monday, December 13, 2021 ♦ KA PROJECT NUMBER: 21-10552 Sheet: S A E 1 Of: „m,LINTEL PLAN 0 SIMPSON HETA 16 2x6 #Z SYP P.T. EACH END W/(2)'M?X6, SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. 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 0 'I BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o ~ SECTIONAL ® OVERHEAD DOOR fCONT. P.T. est °tte WOOD ' > I TRIM SYP2 X6" N ". v!` •h 2".K6" P.T. WOOD JAMB v n �'o O' N 4 DOOR AND CONNECTION PER i O ,H, GARAGE DOOR MANUFACTURER GARAGE SLAB m: ' . s� " TYP, GARAGE DOOR o •' L , s` -TRACK MOUNTING DETAILno o 00 NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS c DETAIL- UNLESS NOTED OTHERWISE C MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. tl .- m g�w2 m I co OD a O n J J J 110 dm LL LL LL N % vh W d BLOWN -IN R-301NSULATION PER FBC " .1p . aPERMIT f I AND ENERGY FORM SUBMITTED WITH sk 0 Y f APLICATION PROVIDE BAFFLES 8 ATTICS) , m w " s "' 0 m'� �' BLOWN -IN R•30 INSULATION PER 12 AT EAVES (FOR VENTED -''• m m 12 FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION SEE PLAN FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) ° 8 8 - o o L 0 PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT Z J N m SEE PLAN (FOR ENTED ATTICS) ENGINEERED WOOD PER FBCR 905.1.1.1 OVER APA �. � o o m ❑ ❑ ❑ PRE ROOF SHEATHING - SEE SCHEDULE- w .rusemC.COM FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. , [RSH1 - ON FRAMING SHT. FOR SHT'G &FASTENERS. U ^ ' OVER APPOVED UNDERLAYMENT PER FBCR 905:1.1.1 OVER APA Z N TRUSS ANCHOR (SEE PLAN) PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- [RSH] ON FRAMING SHT. FOR •� , ,• i. _ _ - — - SEE PLAN FOR z ¢ BRG. fiT. \ 1 ) TRUSSES @ 24" O.C. SII & FASTENERS. 5/8" OR 1/2 DRYWALL a y HIGH STRENGTH CLG BOARD •'' r- ri - r ;' 1. TRUSS ANCHOR (SEE PLAN) FELT PAPER OR ETALDRIP EDGE Z N TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE , IV 2x SUBFASCIA (TYP.) FRAME FOR BUILT-UP N O m ; r ;,., n _ - i _ _ _ - - _ - 3/4" P.T. NAILER %� SOFFIT. SEEARCH. CORNERS min (3) 2x4 OR w PLANS 4x4 w/ 2x4 POST UNDER EA ,� p � DRYWALL 5/B" OR 1/2"STRENGTH HIGH STRENGTH CLG tMEfAL DRIP EDGE 1/z" DRYWALL �/ / CURTAIN NAILER / r �' n e x B x 16 K.O. LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" w u — O w � c unn BOARD 2X SUBFASCIA 1 x 4 P.T. @WINDOWS H O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. � 'm c M ALL 2x STUD CONNTO PLATE SOFFIT. SEE ARCH. 1 x B P.T. @ S,G.D. "U" n SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES— / / \ \ (TYP.) FRAME FOR COR- U ro U a E TOP WITH 4) TOENAILS. PLANS PRECAST LINTEL N / OO �° �O NERS FOR NON LOAD $ .� 16d _ SEE StliEbULE " r' ao a a v BEARING SIDES NAILED ® 1 2" DRYWALL / SEE PLAN FOR HEADER SIZE P � / \ \ f0, v v. v v.. , < � w/ 16d NAILS C� 8' O.C. = o -- R n ao ao \ ¢cj�om alm'i OO \ooyf DAMS HOMES 4ffiflN: 15/32" OSB EXPOSURE 1 ON 0'H. 1/2" X 8" J-BOLTS P.)\ / (TY4 COURSE HIGH A.F.F. MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. EXT, WALL W/ ALL EDGES BLOCKED. SEE T813 FOR NAIL ATTACHMENT. (1) CENTERED EA. SIDE w/2" WASHERS \ / CMU BASE FILLED w/ CONC FLORIDA CONTRACTORS LICENSE N0. CRC1330148 ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX, SILL ON n FILL CELL -(1) #S DIA, (TYP•) W/ (4) VERTICAL RENF W/ HOOKS INTO FTG & AT TOP NAILS AT 8" O.C. WINDOWS. ALL BEDROOM WINDOWS. h n REBAR W/ 3000 PSI CONC. ALL LOCATIONS OF COLUMN PLAN AI -Al 3000 GULFBREEZE PARKWAY H SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN N &FLOOR PLANS DIVISION LOCATION: (G.G TO VERIFY W/ FLOOR PLAN N S PORT ..�T. LUCIE LOCATION OF OPENINGS IN [A SIMPSON LSTA30 SEE FLOOR PLAN ExrERloRwooD WALLS. IF NO WALL . IF y, w/11-10d TO BEAM FOR BEAM SPEC. OPENINGS AREI & TO FRAME BELOW ♦ Job Information:. STUDS ARE REQUIRED). NOTE; 44" MAX. SILL MGT. ON r ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL rA ' W/SCREEN CEMENTITIOUS DECORATIVE PER SPECS PRECAST CONC SILL FINISH 711 THICK PER ASTM C-926-98A u PAPER BACKED FOIL R-4.1 INSULATION AT CMU BLOCK WALL P 2X STUDS (SEE FLOOR PLAN FOR PER F3C AND ENERGY FORM i VLO EXTERIOR FINISH - 1/2" DRYWALL MORE INFORMATION). SEE TB13 SUBMITTED WITH PERMIT (SEE ELEVATIONS) ON SHEET 6 APPLICATION' 0 R-13 INSULATION AT EXTERIOR FOR NAILING INFORMATION FOR WALL SHEATHING. I x 2 P.T FURRING FIG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" V w WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN N � � O = m to J AND ENERGY FORM APPLICATION WITH PERMIT APPLICATION w/ 1/2 x 8 A.B. (OR T 3 x O.C.T[TEN HD) w/2" WASHER AT O. WOOD BASE ON FOUNDATION PLAN W/10-1Od TO COLUMN w/10-1 To COL Al BUILT-UP CORNER MIN (3) 2X4. Al OR 4x4 POST w/ 2X4 UNDER N a 3 aE SEE MIN. 6" FROM END -SEE W507 POST WOOD BASE FOR TERMITE SHIELD , ' SEE FOUNDATION PLAN FOR y - e , EACH END OF BEAM O SEE FOUNDATION PLAN FOR SLAB INFORMATION OF_SLA13 SLAB INFORMATION _ TOP OF SLAB NOTE 2 X 4 P PLATE T. MJ 'w^ 00 a W V _ _TOP _ — . " BOTTOM STRAPS MUST BE % J *— " '• * — * . ", — ' INSTALLED ON INSIDE OF VI Model Name / Number: 00 �, GRADE COLUMN. DO NOT BEND v-0 l s' ," a GRADE o STRAPS UNDER PLATE. 0 „ �r �'%' �v a 2508 I { . (. , PLACE STRAPS IN FILL G n 4 ♦ Plan Issue Date: CLEAN s - 3 i SEE PLAN FOR RE -BAR QUANTITIES CELLS w/#5 REBAR ; :i (TYP.)4 COURSE HIGH CMU BASE COMPACTED ,;;;;.; FILLED w/ CONC -SEE PLAN FOR FILL ' SIZE. TOP OF COLUMN BASE - Monday, December 13, 2021 ♦ KA PROJECT NUMBER: SEE PLAN 2'-0" AFF SEE FOUNDATION PLAN SEE FOUNDATION 16" FOR FTG REQUIREMENTS PLAN 21-10552 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: ,� Of: DETAIL -UNLESS NOTED OTHERWISE _ WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'�" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.Ts� WS02 EXTERIOR FRAME 3/4"=1'-D" TYPICAL FRAMING TYPICAL WALL SECTION DETAILS INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 8" D BLOCKTIEBEAM W/(1) 45 REBAR U.N.O. (SEE PLAN) •� 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2-8d EA. END EDGE VIEW WHIN REQ'D RECESSED PRE CAST LINTEL NOT F: MAY CUT BACK 2xB P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 -2x8 W/ (3) 12d TOENAILS EACH END -7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MSII FOR MORE INFO WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING V V V N m � m 1' 145' 145 Q u u (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED SOd ROWS OF STAGGERED 160 ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148'. L= 3") OR EQUAL COMMON WIRE NAILS FACE) COMMON WIRE NAILS INTO0 FACEI (0 - 0 1T62*, LCH31/2IDE OR EQUAL 162-.L=OUTSIDE (0 =E31/2-) OR EQUAL 1) AOUGENT NAILS ARE DRIVEN FROM 3) FOR 4�PLY, PROVIDE 1/4"DIP, x 51/2" LAG OPPOSQESIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE .AS SHDWNFOR3-PLY) 21 ALL NAILS PETFTRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION L5.3 FOP THE THICYTESS OF THE LAST LAMINATION. ADDITIONAL INFO, WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN J. FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) �r. ' F.F. OVERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - No REPAIR REQ'D. N.T.S. MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. aINSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED SIMPSON SP2 TOP WITH PERMIT APPLICATION AND BOTTOM. TYP. @ EACH 2X CRIPPLES (3) 16d COMMON @ 16" O.C. — NAILS(TYP) r, r" LEE UL�u HEADER PER_/ LOCATION 7/16" OSB W/ 6d NAILS @ 16" 0 C. EADER TO SIDE & TOP NAILER SEE PLAN) ® 2x W/ (3) 12d TOENAILS EACH /16" O.S.B. END TYP. A. SIDE 12X 2x4 SPF CONTINUOUS ELK G. TO O.S.B. BLOCKING ATTACHED / Z - 8d EA. END TO 7/16" OSB W/ (2) Ed NAILS. SEE DETAIL ABOVE EDGE VIEW 7'-0" MAX WINDOW OR DOOR OPN'G VF02 I DETAIL @ ARCH WINDOW FRAMING I N.T.S SEE GE05 FOR STANDARD GABLE END FRAMING _ 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING I� I \\ \\ z z I \ rn O I+ +I I I 1 I d 3 I } � a ) I I I PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ W O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) �— STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d M7A! COMMONS @ 3" O.C. @ 2x4 STUD EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM 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 APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. fly MXN 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 !E15 I FALSE BEAM AT GABLE END N.T.S 2x6 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL EXTERIOR SHEATHING NAILINGATTACHED PER NAILING SCHEDULE T613 ON SHEET 6 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC— AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE , STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 �— 2 X 4 SPF AT 16" O.C. STUD TO SOT PLATE: SIMPSON SP4 , 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL VF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1 �OP SPLICE rT 2 X 4 #2 SPF KNEEWALL WITH - STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDE FROM TOP OF WALL TO BOTTOM OF BEAM, ATTACH ED PER NAILING SCHEDULE. SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO , BLOCK EDGE , INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SEE PLAN FOR BEAM SIZE !+ BUILDER FRAME RADIUS AS REQUIRED „ „ I Y---" I �-2x , I BUILD -OUT BEYOND VF38 KNEEWALL @ ENTRY FRONT WALL N.T.S. OUBLE 2x8 OP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. WOOD BEAM SEE PLAN FOR SIZE SIMPSON HUC410 OR (2) HUC210 u TO BUILT-UP COLUMN AI SUPPORT COLUMN BUILT-UP MIN. (3) 2xTs OR 4x4 W/ (2)-I0d i NAILS @ 8" O.C, EACH PLY ' ' ^ (SHOWN AS 4 x 4) i (2) SIMPSON HETA20's W/(12)-16d EA. TO COL. A ALT: 6 STRAPS I OTTOM SPLICE TYPICAL BLOCK ,� CENTERED w/ (13p10d NAILS ER D W/ (1 / OVER STUD WALL ', Ea TO COL, TIE BEAM IIF17 I TOP PLATE SPLICE DETAIL 3/4"=1 * CRIPPLES MAY/MAY NOT BE PRESENT. �* IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO O.S.B. OPENING G.C. TO INSTALL (3) TITEN HD. W/ 2 8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW 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) (I) 2 >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 9 CONNECTOR REQUIRED OINSULATION AT EXTERIOR (3) 16d SEE PLAN WOOD FRAME WALL PER FBC SP4 AT COMMON FOR WILL2X CRIPPLES @ 16" O.C. AND ENERGY FORM SUBMITTED 24" O• NAILS(TYP) HGT. TOP AND BOTTOM W/ AND BOTTOTOM TYP. — WITH PERMIT APPLICATION CMU— III © /I/�w / '�'•:� III F •r TOENAILS ACH END�I ! CONTINUOUS2X4 SPF ! • • . ••• :. NAILS. SEE DETAIL ABOVE •�•• •�• • •�• -• • :•�•• • WINDOW OR DOOR OPN'G WF39 I TRANSOM DETAIL AT ENTRY ,--CMU * WHEN STUD LENGTH 15 LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ —� 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - �FN * *HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE ;EE SCHEDULE 2-ROWS 12d NAILS STAGGERED(a 12" C/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12' O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A S/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 112" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. :D04 BEAM @ RAISED ENTRY MASONRY WALL I N.T.E nC •) N {D 10 fifimW ID m w 0 ���ayya-zi`0p13 6 aFoZ"mZO m d a K E LL M " U YM1'.FDSENG.COM ❑ El ❑ W - z -0 0 1J z \6/ Z Y a O 10 cq z n Il'4r• Ji' UI U W O C1W U-) c `m 1-J U -N E F_ 3 � cliom am A DAMS HOMES FLORIDA CONTRACTORS LICENSE 140. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: O 1-4 z a)0) N rz W ` An i U � t6 7 W N Q — 1 eW D M o J W . rL r V// 4 00 o- FT Name / LNJu,Jmber/:J 2508 Fl Plan Issue Date: Monday, December 13, 2021 Fj KA PROJECT NUMBER: 21-10552 Sheet: S Of. �v{ 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 450 _ - , MINIMUM 2"x4" - CROSS BRACING _ L ' ' (SEE PLAN FOR LOCATION)BLOCKING y/ I_ (3) 12d PER JOINT ' CONTINUOUS LATERAL BRACING- ' NAIL OVER X-BRACE AS SHOWN- - INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3) 12tl @EACH TRUSS WEB T11301 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. a ROVIDE 2X4 MIN. BLOCKING ATENTER LINE OF HIP/RIDGE, TYP.ETWEEN TRUSSES W/ (2) 12D � AILS EACH END TO TRUSS TOP Z CHORD -. TYP - TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING NA WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP TRUCTURAL PACE ____ G.T. SHEATHING T Ip ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 C o 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. KHIP MAX 24" SPAN (EITHER T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOFq12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR ES N SHEATT SYP TRUSS BRACING �- 10 ,H w I - 8g - SEE * SPACED AT 1O'-0" MAX g w 111 1 00 PLAN 3 5 Q N .�i J J J 2 IL 2X4 BLOCKING J mPm u `IWg W G a J HIP TRUSS D BETWEEN TRUSSES ^,g Q t"'` a w Ln SECT. -A egg OWLLm3 w 30 s D z O guc ¢ �_N M ~ $ F W�N� ¢ m TB03 HIP RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. Z. m a d m a k =a un E fl 2 W U J N r'S 3FAo ❑ El ❑ t= �wY1/V.NStNG.COM Z M Z � fQ TRUSS NOTES: a y 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND —CN( l BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES- THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT y LL w EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2, ALL BRACING (1013,09,88) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL ❑ 0M V A EACH 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 H TRUSS INTERSECTION. O w BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT (Ji' 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED �JII 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. (!'1 � J m , SEE TYP. TRUSS BLOCKING DETAILS = o - 'I SHEATHING ' 3T04TRUS5 14 AS SHOWN TRUSS SPACES z ALTERNATE DIRECTION Q N O m Q W A DAMS HOMES RUS VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSB NAILS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 To OR N PLACE OF (4) 10D SEC ON TOE TRUSS REWIREDL@IRAFTERS GRE10 ATER THAN 8'-0" B'B� 3000 GULFBREEZE PARKWAY .... SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 3 2563 SEE PLAN OUBLETOP DOUBLE TOP PLATE SCHEDULE FOR SHEATHING DETAILS PRE{NG. TRUSS PLATE SECTION B-B VARIES W ROOF DIVISION LOCATION: 2X STUD WALL SLOPE PORT ST. LUCIE SEE PLAN Job Information: \ OONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ \ 2X4 SPF BLOCKING / \ (4)12d WHEN IT LANDS SPF 48" D G W/ (4)12d \ BETWEEN TRUSSES \ NEAT TO PRE-ENG, TRUSS 2X8 BILKING NAILED @ EACH TOP & BOTTOM OR H5 \ @ 48" O.C. MAX. SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl B REQUIRED w/ (2) MTSiTS REEQQNUIRB D @ RAFTERS GREATER 2x4 SPF BRACE \ \ / @ 48" O,C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY d \ \ ALTERNATE DIRECTION O SHEA7HIN(- RAFTER \ \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) . i N In O) 0) TRUSSES W/ (2) 12d NAILS 0 EACH END, CONT- EACH BAY / / f/� C i B TB 2X4 SPF W/ (2) #7X3d/2" TRUSSES a0-' pg WOOD SCREW EACH TRUSS ALTERNATING OR HS @ 48" O.C. SEE PLAN i U IV U_ PRE-ENG. TRUSSCN a CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP- \ \ / / ` U W C SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / O uj Z) O B (USP MP4) \ \ / / (USP J m ♦ /N ♦/� c- V, v' 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2z8 #2 S7P RIDGE BEAM N / / ON CENTER \ \ 2X4 SPF BLOCKING Model Name/ Number: TRUSSES W/ 12)-12tl NAILS @ AT 8,-0„ EACH END MAX TRUSS yIe RAFTERS / \ n BETWEEN TRUSSES COMMON MAX. W/(3)12d COMMON V \/ @ 24" O.C. MAX. W/ \ / \ WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN (3)12d EA. END (TYP.) / \ 2508 V (SEE PLANS FOR TYPE) 4 FT @ 2'-0' O.C. MAX W / (3)1DD SEE PLAN Plan Issue Date: CONC, MASONRY COMMON TOE NAILS TO RIDGE BEAM STEEL OR WOOD 2X4 CONT. AT T & B CHORD BEARING SUPPORT 1/2"SPACE Monday, December 13, 2 21 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING ItAPROlECTNUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE INFORMATION SHEATHING 21-10552 Sheet: @ 16" 0 C. S ROOF FRAMING T806 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. -..-AND BRACING DETAILS r 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 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE Be 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES 3PA -VE SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-019 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA, CONCRETE / FILLED PVC, PIPE. O C7 TOP OF SLAB - - - - - OP Z 1 III oilv°1 1", Ito, II 1 i-Ir-ir I I , , 16" MIN. DIAMETER 0 z u v v A I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. i" SPACE EVENLY s %Do, V to use In Sth Rw,R NNL SHINGLES W/ 110R 12 GAUGE ROWING NAILS, 3/8' MIN HEADS. B PER SHINGLE. Rodt� / "a G sa E "e 3t6 GOUt5a e \ \ s"0 ,s<ces zg" nod, or about 3/4" hw drip edge Is used. valley centerline ' SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS) ASPHALT RASED SEAud4T APPIaED TEXTURED, PAINTED BEHIND FLASHING FITTER. WALL FINISH AND EXTENDING A MINIMUM or s^ ABOVE 8"A6-HGALV. VERTICAL RISE GF FLASHING WALL V FLASHING COM. AT FWEe,VALL �- HERTICAL T ENTRY oh aaTcR erne_ �=cnh ANT 6" X 8^ H GALV. FLASHING COW FLASHING DETAILS 6` HORIZ. NOTE: THIS DETAIL IS REQUIRED FLASHI G AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET Z KNEEWALL INTERSECTION INSTALLATION OF BUCKBUCK BUCK STRIPS - 2x (DEPTH OF W'DOW ` a• 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 INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WOW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS \ 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY ' JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/20 MIN, EMB DMENT 2X WOOD FRAME to W©OD SCREW Sy OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &SHEATHING EXTERIOR 3/4" MIN: FINISH I}ISTAR BY OTHERS PERIMETER 114" MAX CAULK SHIM SPACE BY OTHERS O.A. WINDOW HEIGHT EXTERIOR IN'sERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S age R905.28,6 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND WBLES OF SHINGLE ROO15. DVERLAP TO BE A MINIMUM Sin p6chnl. MVE DRIP EDGES S,&L ErEND kin BELOW SHEATHING AND EXTEND BACK ON THE ROW A MINIMLM OF 2nd. MR EDGE AT EAVES SHALL BE PERMITTED TO SE INSTALLED EITHER OVER OR MIES THE UNDERIAYMFW. P INSTAI LED OVER THE UNIEMAYMENT, THERE RHALL BE A MIRIMUM Mn WIDTH OF MIDF CEMENT INSTALLED OVER THE CHIP EDGE RANGE. CHI" EDGE SHALL BE MECHANICALLY IASTENED A MA%wUM Of t2hn ON CENTER WHERE THE War! AS DETERMINED N CCORANCE WITH SECTION n301.21.5 IS tic MPH 11TT KMMI OR GREATER OR THE MEAN ROOF HEIGHT MEEHAI.ICAI I T EDGESET (10.058 ran). DRIP FASTENED A NIMIMUMOF 4 CINCHES ON CENTER Wall Framing: #25pruce/Pine/Fir Or Beller Slimne a10.1-1/2" .�.-- Sae. Minimum Penetralum 318- Glazing Bead _t. Cross Section View Y Mnlmwn 7/��/ ... `Silicone Exterior SheaMltg Stein Measure to be sere to opening 's3/r to 12"Ialger than the window sire built V:rtlplly and horltadalM•. • You may wish to predrill me installation holes in the fin at this tine. Dignapard 6* pepmoleof hnes In Me ~bhd Ew as Uey am ect nHeSWllllr.WCW ste us 2 Apply a gerrembud of silicone to the bacinde of the mounting fin. Use emough Shame to shdfidmtlY ll all voids between tl e fin and the ware sheathing. Step Insert the window kid the 0" from the61"de. The%AAdow BWbded"rWdC and -outside, butttlrse kbek have been removed, the gaziI bmdshould always be to the inside of the builifing. Step 4 Irilaw shims under the MR, adjusting there umg the Brit Is The the rpe+an9. Shares, III be installed under me sill easy, 2 feet. The window should be basically caniseed in the with Do mare than i/4'jap between the window and wall framing. Said S Iratall a#to r 1.112"5aew 4"team the acted of the fin at each end of it* head sill and both iambs, Step 6 Install the remaking fasteners In 8" inewadmitmm the corner screws to the deeper of Each frame member. Use are not to over - tighten the saewsand puB them Mraugh the Pm. Also, make sure the suers gar in straight and do not pause the frame to beau, gash l a ding shaAd be a magmum of #2 Seruq/MraJRr. Fasteners should be#to screws ofsutfident Marti, be achieve l iv, peareprathon lned the wall and neless than Irrfimm edge Of fishing, Step 8 If desired, a foam Insugaim can be applied to oneinterior gap falween the window and well framing. If applied, edsmristOe par NON EXPANDING TYPE POAH. St# 9 Since first wallows are typically used in rooms with high moN,tlae, [a; bathrooms, it M recommended that the kEeior gap between the window and wall framing also be sealed with share, and toclnd as as not to inmAere with the insmlWUm Of wallboard,tlewttm. Step 10 once all conshuctlan Is complete, remove the bubble wrap ham the bade and outside of the window. If necessary, dean the Mods with a Md detergent all warm water using a. sot cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: IF SEF (�A�/�D CF;�GT C(1R \tLo,ll�11 PDFCCIIDF ®N11 FYPACI IDC _ 2^ SEE ELEVATIONS O ,�^(��M��RRITQQ� .� b itt:a l Affidavit 3- SEE TITLE BLOCK f1dFORMATIOIp Building Address: Contractor: Tff L SHEETS FOR ANY STRUCTURAL INFORMATION Product Manufacture Model # Attachment Pressures Method Roofing: 1st Choice CDOUNTY APP IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING ROOFING VENTS: DADE Flor COUNTY APP. Pro( ROOFING UNDERLAYMENT: Is Choice TANK PROD PANEL WALLS: Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 2nd Choice 1 +30.0/-32.0 Swing Doors: 1st Choice +67.0/-67.0 +67.0/-67.0 t68P RE➢f..BA t Y�. a j O '"'L CNI Tara eSsBFrt r>Eat :) aomO ow�m � Eii. (COO W9 g-2 ti 6191e ��J ARE E=.� firetiZ 0. Approval # 4 a WN0`sF nov FL30310.1 B oe Jkoa ff �i $8� IN U s� www'. Dseha.coM ❑ ❑ ❑ FL21580.1 R-2 ^ - z8 LDIC G I#30 ASPHALT -SATURATED ORGANIC FELTI ATTACHED IN ACCORDANCE WITHED AND I FL12328-R9 Q N THE TAPCO GROUP anPnra INSTALL PER MANUFACTURE INSTRUCTIONS VINYL SIDING HUBER ENGINEERED ZIP SYSTEM INSTALL PER MANUFACTURE INSTRUCTIONS WOODS,LROOF SHEATHING , I HOMEGUARD BUILDING HOMEGUARD IINSTALL PER MANUFACTURE INSTRUCTIONS CLOPAY 16 x 7 2"x6" P.T. WOOD JAMB WITH CLOPAY 53w5 (5) 1/2" DIA. x 8" "1" BOLTS ax7 dA TRU-CORP. ALL ONE 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16- X W "u LASS DOOR _ TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS 2nd Choice PLAST PRO LITE SERIES Sidelights RORU PLAT Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD Alum. r Inf r MI WINDOWS & DOORS SERIES 440 BCD 2nd Choic Alum, reinforced window 1st Choice +40/-50 MI WINDOWS Sn SERIES Twin sin le Hun Ifn) +40 -50 / MI WINDOWS ERIES 35gle Hung( Single Hung (flange) +50.0/-50.0 MI WINDOWS 3540 SERIES Single Hung (fin) MI WINDOWS 3500 SERIES Single Hung (finless) frame Mullions: NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING a Aileelialk z in -' Lin 0 m FL20403.4 Q) -DO ti :-1 w C FL17146 R7 O lJ - a CCRR-1092 Q Old w i ro � J Lh N E FL16546.8 -"' F L 00 Soo FL15279.84 ' U `C, o Q 4 U�ffaI j NOOD aW 7120461.11 FL20461.12 DAMS HOMES AND MIN. 12" O.C. THEREAFTER. THE 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 FL15215.2 FLORIDA CONTRACTORS LICENSE NO. CEC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 FL20461.2 FL15215.2 DIVISION LOCATION: FL15332.4 PORT ST. LUCIE FL15332.12 Job Information: I� I� e Ln rn OR UNIT INSTALLATION USE 3/16" TAPCON CHOR WITH MIN. ltih" . TO ALL FACTORY DESIGNATIONS WITH ALL E BUCK DETAILS (THISAiNCK LIES NOT DESIGNATEPCON SHOULD BE FILLED W/ #8 SCREWS SUFFICIENT LTH. TO P5/8" MIN. EMBED. INTO WOOD BUCK. R INSTALLATION THROBUCK USE #8 WOOD SCREW OF IFFIENT LENGTH TO AC1/,' INCH MINIMUM EMBEDMENT WOOD SUBSTRATE. FL 17676.9 FL 17894.2 FL17676.2 FL17894.4 FOR ATTACHING MI WINDLLION SECT5796 CLIP INTO CONCRETE FL 18504.1 3 16" TAPCON ANCHOR FFICIENT LENGTH TO ACHIEVE A 1' O m MINIMUM EMBEDMENT WMINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2LIJ` EDGE DIST NCE M .06 t_ 'U LI tp UNIT INSTALLASE 3/16" TAPCON ANCHOR FL18644 R-6O MIN. 1'/A" EMBED.O 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 10" on center in direction 1st Choice of long h Plygem / Vantorm Plygem Double 5 Double 5 standard (vinyp 10" Double 5 standard I standard vInA I staples solid 144 vented -145 Hurricane Panels: Dade County App. ALL AME ICLA 24' Ga. 24 QA. STORM PANELS 1st Choice SHUTTER & LASS 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: Fl. # 87864 Name: _ Certification Number: Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 0-jW M o J m (n (n oD a Model Name /Number: FL16503.4 R5 2508 FL12194.1 FL12194.2 ® Plan Issue Date: Monday, December 13, 2021 FL16293 R3 ® KA PROJECT NUMBER: 21-10552 Sheet: Of, S-5 MATERIAL PFERENCE INFO (PSL) MECHANICALLY FASTEN AS - NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING WEATHER J-RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather - resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER R EX TERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL , COMPATIBILITY-�� SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR FOLD I WEATHER RESISTIVE BARRIER & ` TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOISTAND UP WALL BY 6 IN. 2 Sc ale: NTS ESISTIVE HARRIER W P® SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD NAILING FLANGE SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4'-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO F APPLIED7CAULKING THRESHOLD OF DOOR ANN f/ UP JAMB 6". USE LIQUID ND WEATHER PROOF OR EQUAL R ROO 1 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) W PO4 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST PRIOR IT. FIN. .DING PAPER PE 1: 12.0 in cm: 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING JDOW UNIT SELF-ADHERI O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOWSILL RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) Y FROM 2 WP05 t SELF -ADHERED FLASHING PATCH )HERED FLASHING FLASHING REQUIREMENTS 11703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT R703.1.1 Water resistance. The exterior wall envelope -hall be designed and constructed in a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 0.3 in: 12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior wator that penetrates the exterior cladding. (0.6 cm: 30.5 cm) SELF FLASHING PRODUCTS DETAILS 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 -ADHERED asphalt felt shall be applied horizontally, with the upper layer lapped Over the lower layer not less than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WAFER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive barrier manufacturer's Installation Instructions. The No.d5 asphalt felt or other approved waterwreslstive / 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 In Section R703.1. �( manner to meet the requirements of the exterior wall envelope as described R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where appli¢tl over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. BUILDING numbered items in the list of instructions below: Exception: where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or 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. O3. 2. Install flashing and weather resistive barrier to form water shedding laps Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, membranes and mechanically attached flexible flashing shall be applied shinglefashion or in accordance with the manufacturer's instructions. Metal flashing shall be Raskin Flashing. Approved metal flashing, vinyl flashing, with the embedded in the adhesive layer) for ease of installation and to minimize corrosion resistant. . Fluid -applied idaPPlied membranes used as flashing shall applied in accordancewi h the manufacturer's rer's SELF -ADHERED FLASHING E CEMT, FINISH SILLI POTSHELF/ CHIMNEY SHOULDER W P ®� SCOYIDg Cuts penetration of fled in a manner to entry of water into the wall cavity or en r instructions. All flashing shall l f applied prevent the e ry y p to the building structural framing components. Soli membranes used flashing shall comply with 5. Remove all release paper per standard installation instructions and water -adhered a AAMA 711. All exterior fenestration products shall be coaled 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 RUBBERIZED ADHESIVE g. Fold as shown b arrows exterior walls shell comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ASPHALT Y flashing$ shall be installed at the following locations: ADHESIVE SELF -ADHERED FLASHING 7. Angie of corner may vary, adjust folding of the flashing accordingly to fit }} tight to corner 8. Mechanically fasten a5 necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the ';action SCORED exterior wall finish or to the water -resistive barrier complying with 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible (lashings shall comply with AAMA 712, Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: ro . (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the ADHESIVE AS SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. MECHANICAL LY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ �v 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the intersection of Chimneys or ether masonry ennattection with frame or stucco walls, with projecting lips on both sides under stucco copings_ 4 3. Under and at the ends of masonry, wood or metal i opings and sills. 6 4. Continuously above all projecting wood trim. 7 S. where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame Construction. G. At wail and roof intersections. SELF -ADHERED FLASHING IWPO6 INSIDE CORNER 7. At built-in gutters. 1 2< 4 x pv�,- 5 WPOV AACCORDANCE WITH TIHE MANUFACTURERS RECOMMENDATTIONS BEFORE FwPO V INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 Oi�iO�i�i4: �•;.� Cement Plaster \\ in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block t at floor Note: The building paper and metal lath must bf l installed over the top of the weep screed. - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 112" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper I sheathing L- Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated nge 7/8" Weep Screed 1 /2" Cementhious Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish Block 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE FILE s ti - W to F aJk # # ; *W rpLu 0m5 S'a d g ij fr aE'�c aY h W Ro,`o w30 n: Cal "-Wo o Y c 3 a 0 p O 2_1 Do m Ia- o o Z vUi 'gib WWW.FDSENG.COM ❑ ❑ ❑ to z o z -- J � c-i - m ) Z N t/1 f.0 c0 - w w a o OW T to Ln c m F rQ �M U - N E � 2 " •F final - m N _ O r O m`t G C Q '0 O W 4c m DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GUL.FBREEZE, FLORIDA 32563 DIVISION LOCATION: _ PORT ST. LUCIE FJob Information: 0 O LID M rn s M UJ O o) U 0 rry��yy a y iT­ ® -1 IW ZD to oMo JCCI0U) If Model Name / Number: 2508 IF I Plan Issue Date: Monday, December 13, 2021 Fl KA PROJECT NUMBER: 23.40552 Sheet: ERr ®eP P Dt: WATER PROOF DETAILS 5" bath duct to roof or wall w/ standard 70 cfm bath fan R)$H 2-R/SH a M;R. 3s11Ft o 0 9u �� O'3 RATH cl R81]iC4LAS..''' icy SF!OWiR iARI'.'c!v Y N MABTEk 13A• &FfiliE S 304© {1)1'0; ,`fBEUOL.AS SHOWER IN LIEU 0t-LINEN QCSFT w/(pp1-„,_.ppC,O DISC T. P e� FLOOR G _LAN sa'ku: ].ir, -- 1'O' 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan i A IdA't381 `B.t 35P0RA b8Aa3RR `RY_ I I: ; il ,N i I ' I '8'0" CW 16x16 rag 14x8 1wcd 175 �1 I; •0�� 118 c _ 4 I; li 30 I; I 4„; FOYER ARV a p LiSim ~* 14x8 1 wcd <? %x.. 145 / / ?R kl-lttJ I IC? aaa�-;s< FAMILY ROOM ;o -T cta 12x6 1wcd 135 BEDR_QQ3 4 - - . a CM, 90 /r 90 ! 12x6 1 wcd 1Ox6 w 7„ 1 12 ra so•o cizT g If 10x lwcd }} -I 8 60 ;. �:::.::.::..:: ..::.::::::.:..� Ins , N. g„ jj' MV 6„ x1 d ra 9' i 10x10 rag , 12x6 1 135 7. I 95 12x6 1wcd I f , I, A NTAt-q.IR kT7tIN �HA fiC x4,9 VaA.B MW. i f .YM 3'3i? i 19 10, lYC 5" bath duct to roof or wall ap w/ standard 70 cfm bath fan 5" bath duct to roof or wall c p w/ standard 70 cfm bath fcn—Jaldt NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 _ - I SrH BEDROOM 3 s•-C, cLc 1Ox611wcd 1125 85 10x6 1 we KAD y 1 Ox10 rlog 24x18 fbra y 10x10g 8„ ! ---- x BEDRQQ�1 2 Wyy g5{,1 8-0' CIAO --3• 5„JTILI7Y: I r 6» i 10x6 1wcd so• cia3 ; 105 �0ii P , R `. 75 $IEE ,:;EE A 15 d 6 wCm 8x4 1wcd _ . S mw .. B Q:3A NI 37'AOO] I 4" dryer duct to roof cap w/dryer vent box 2 CAR GARAGE Er-T ao ------------------------- ----------- tbt�t�) 3.5 TON W/5KW @240V 1 PH 1803 plen platform by bldr z-1 ' . ,,, FLOOR PLAN y SQAL.: 1/4• _ 1`0' ' ELEVATIONS 'A" & reB„ License #'""V1G1>49✓ 1 i n 88rd AREA CALCULATIONS 1st FL@OR 2516 S.F. TOTAL LIVINSs LAC) 2516 S.F. rARAGE. 559 S.F. C0VFRF'1 E!'TRv (PASF-) C.OStF.F'F!} PA?I0 LANAI 4.O0, S.F. TOTAL AREA UNDER ROOF 3M4 g,H, Rating v S L�J O CO 0� CID N 0 0 _5 O O s s � S W J� V / Z W O I- 0 � W W Q Q00 Q z N cv ® I r� }- m Y) W o z ® w I-- <[ �-i oII Q af im d— J ��� V! c) Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.