The URL can be used to link to this page

Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOES 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711, ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A7 OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL M505 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL, 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476.10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-0, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. TF THE 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER CUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL - AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2, ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA 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 I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN * *TL MAX 3/4" *** TL MAX 1/2" L_ \- 1 1 1 C SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 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) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 1.5FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF' AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA W 27.6 (+) 27.6 10 (-) 29.9 0 37.0 (+) 26.5 (+) 26.5 20 (_) 28.8 () 34.4 O C 5 O 50 (+) 24.8 (+) 24.8 () 27.1 (-) 31.1 (+) 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 0 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS FIELD REPAIR NOTES GENERAL NOTES: I BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 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 #5 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 (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1-A"x 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS, (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H75 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. �000 GULF: REEZE P/\RI�\�I��Y 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 responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: 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 in accordance to the information found in these documentss.. 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 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Q information found in these plans should directed 11 our Quality TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. No bacharges will be considere kc 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 ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreemer CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. HOMES Of Northwest Florida GUFF: [EEZE. F�nf�ID�� :-�Z��•�� If nD1 1-1 IM&N 1 d. -_ 0 "Ito t- LO g: is •r o, m III a' vvO to lA 00 f� Aaa,�C boo �a 00 u.. 5b W ; N � N C Li:.N l VJ VJ G ,0 LL•= rn Y V C «. H'c 13i'1-�� J o�Z5 it�va a. W Ir Z 0 a, V -ZZ _"I LU W � ^. m IL ZC4 m a U Z _J a y '♦n Y �• � W V J ui ❑ ❑ ❑ wWN�.FDSENG.COM z - o z N �O Z a� J � r- L Z N01 Ul J Li- 1 -+- 0 0 ) w V) 0� WM _j m �(} U N E w O0 -� 00 .. a� 00 o Ln? Q N O ,A\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: O z �LO LO w 0 04 a p_lLwZ) Lo J 00 0 W 1VI Model Name / Number: 2508 Plan Issue Date: Monday, July 12, 2021 k KA PROJECT NUMBER: 21-4933 I Sheet: I ( Of: I COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 A� +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(plf) BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6)-10d SP1 W/ (%lOd SPF 402 STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD. 6 16d PLATE STUD, 4 10d PLATE BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT FGW51 SP2 W/ (6)40d SP1 W/ (6)-10d 16" STUD, 6 10d PLATE STUD 4 10d PLATE SYP 4.19 BW6 (2) SP2 W/ (6) 10d SP1 W/ (6)-1.Od SYP 878 16" STUD 6 10d PLATE STUD, 4 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6}lOd BW8 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 BW9 (2) SP2 W/ (6) 1od SP1 W/ (6)-10d SPF 1070 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6)-10d B 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW12 12" STUD, (8) 10d PLATE STUD, (4) 10d 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 WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P-T- W/ 1/2" A.B @ 32" 0_C W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc BRIG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTE #8 GENERAL NOTES 1- SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF #2 LINO ON PLAN. 3- CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" D.C. INFIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8, IF THE BEARING WALL IS INDICATED WITH THE OW1, 3W4, BW7, BW1O 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 OTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 -OR (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 4 x4 P.T.#2 ABU44 W/ 5/8" ATR** U = 6665 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G - 12000 C6 SYP POST & (12) -16d NAILS U = 2300 8 x 8 P,T. #2 ABU88 W/ (2) - 5/8" ATR* * G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 C8 3.5 x3.5 P.L. 1.8E Fb=2400 PSI HDU5•SDS2-5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT- ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8-SD52.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** 1011 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU&S1DS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 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*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF LC] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED- (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (1.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA- / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 1h" 0.131" X 2 1/2" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 1/4" 0.131 " X 3 i/a" NAILS & TOP PLATE 12d OA48" X 3 1/4" 0.131" X 3'A' 8" O-C-(COMMON) STUD WALL 6" O.C.(GUN NAIL) CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 3 lb" 0,131" X 3'A" 16D(COMMON) SEE PLAN �(2) (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB 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- U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) <B4 BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TVP EACH SIDE COL- U.N-0, ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" 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 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP, COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4" x 11 7/8" LVL CONNECTION: PROVIDE (2) MFJ 2.0E Fb-2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS W000 SCREWS @ 16" O,C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI, NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SIDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1- VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET (3) - 1 3/4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X 3 1/2' H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O,C. TYP. EACH SIDE (2) -1 3/4" X 91 /4 ATTACH TOGETHER W1(3) ROWS 1/4" X 3 1/2, H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4,-0„ - 9,-0" 1(2) (3) (2) (2) 10'-0" - 16'-0" 1 (3) (4) 1 (3) 1 (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. .o m FLOOR PLAN SCALE: 1/4" =1'-0" ELEVATION "A11 & II B11 +26.5 / 28.8 O +26.5 / 34.4 +24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL I GENERAL NOTES R302.5,1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit Is installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12,7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12,7mm) gypsum board or equivalent. 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 grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]- R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass Ceiling 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. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5-1 through M1502.4-5-3 Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications I AREA CALCULATIONS LIVING 2523 S.F. TOTAL LIVING (AC) 2523 S.F. GARAGE 620 S.F. COVERED ENTRY (BASE) 63 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 3406 S.F. t, r..l � CV. ci, k�1 t� C O 6 m " to N -zt CD O LO ami = a v W n T+ w -4 W c0 1- ti 00 .:1. W rr� f. 'I cn 00 ti m 8jcm E.=_ms= CM 06 601 J LE J W J U_ riOD u 0 LOZ W N m? y fp -7 CN G W a - a m o m (p �n INU Que W 13 ll w Cfi 3 ��ScLP mQ Z Q � � 70 7 u; o w c c�wP, � �- 3 H i... �N M y .i d Q "agc 3 _J U t /� ui 60 O N �� a2in�7� 2 Q r m a-5« "1 `,.,� a.�rS w V J CA � 5. ❑ El 1:1 9 2 �i WWW.FDSENG.COM Z g Z N ,0 N J 3 l WP_ - m Z (M J � I.L. w _0 s 0 w m � una rL3 J U c4 E LU m U .. 3 ~ OD 0 i0 n U W o ao') �r t <C Ndtom A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: 1 O O N N co d J 0 W Jm()(1) ♦ Model Name / Number: 2508 ♦ Plan Issue Date: Monday, July 1.2, 2021 KA PROJECT NUMBER: 21-4933 Sheet: 2 Of: FLOOR PLAN LO 0) m U N FL O a GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER, GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX_ DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs F1.0 1',0" X CONT. 1101, 2 45 E.W. BOT. 2000 F9-0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2' 6" X 2'16" 1.0" 3 45 E.W. BOT. 11000 F3.0 3'-0" X3'-0" 1'-0" 4 45 E.W. BOT. 15600 F3.5 31-6" X3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. BOT, 28000 F4.5 4'-6" X 4'$" 1'-0" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'4" 6 #5 E.W. BOT, 42500 F6.0 I 6'-0- X 6'-0- 1'-4" 7 #5 E.W. BOT. 61500 LEGEND INDICATES SINGLESTORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING n VTR $ LAV. LAV. I VL-1, C/O C/0 TUB W.C. LAV. D.W. SINK 2" VTR l 3$1 LAV. L� �I C, TUB 3"J 4,0 2 " VT IL 3" ,I L.T. LAV. I W.C. I TO SAN . WASH. SEWER PLUMBING RISER NTS SHWR. FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & "B" 41 m c_ N 0 O N 0 Ln 1-4 00 m. Y W a a �." Lo WI`_ o i o d m f6�a`c O°p M m Ito b(M M LJ LL LL Gcf w 0 '4 OOD Z Wd mrn»��N '�ppad=` 0)CM 0.2 ti'o!S' a o�LL W rpJ 51,o d W 3 0: o u21, � � N U T d �tiy!-Miry 4_Lo�d< J T Z13 �ry Y �j v 3: I G wtOb c-'m O Wf-d M M Vi V)�W �' c" O ~ W O✓ _j J 5 r so 2 mr Q m IQ- O_ `o@aa3 yT,B`�9 U il° O i- a5a (n 0 2 nm.%s <� Iu Q Gi w ° £ 3'. ° WWW.FDSENG.COM Ln C9 z 0 — 0 0 Z N 10 Z N Q -'-' = J W _ L0 2! 1- N � m ft ) — J w D' 0 w t6 4Jt76 �i cm cc ULij �N E 00 U _ 0 U o 0 ==1 Of OD't � (n'mQ N ot�D A pAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rJob DIVISION LOCATION: PORT ST. LUCI E Information: O z W 0 _Lo rn m J 04 M CL E (D z.. -.m i Q J W ZD m 00 0 I.,_ J m U) U) Model Name / Number: IVI♦ I Plan Issue Date: Monday, July 12, 2021 KA PROJECT NUMBER: 21-4933 I Sheet: IOf: I FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8 ,1 REINF. OPTIONAL CURB FOR F.F. VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0FF " W/ (1) - #5 BAR CONT. • " 00�n_ Z O r ., 2 STORY: 20" X 20" • • REINF. ' "Y W/ (3) #5 CONT. 16(2) #5 SEE PLAN " • (2) # 5 REBAR REBAR 16 BEARING FM01 SINGLE STORY FTG 1/2" =1'-0" FMO21 SECTION @ GARAGE 1/2" = 1'-O" REINF. SEE PLAN F.F. 00 8„ (1) 4#5 REBAR CONT. FM03 I THICKENED EDGE 11/2" =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RDOOR. EXTEND 6" BEYOND ECESS AT GARAGE OF GARAGE F.O.M. EACH END, TYP. I GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE 4" CONC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. -x c 2x BRG. WALL (SEE FLOOR PLAN FOR MORE INFORMATION)- 4" 16" 4" • 2 STORY: 20" X 20" W/ (3) - #5 CONT. 2 STORY: 20" X 20" —(2) #5 REBAR W/ (3) - #5 CONT. FMO9 I SECTION @ GAR. DOOR 1 1/2" = 1'-o" FM10 I INTERIOR BRG WALL 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W (3) - #5 CONT. FOR MORE INFORMATION) 16" 4 _ 245 REBAR N e-I - (2) #5 REBAR = 1,-0" 1/2" = 1'-O" FM11 I STEP DOWN BRG. 1/2" = 1'-O" SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" 0 Lai SEE PLAN ELEV. 0'-0" WITH 8„ CURB ((n TYP. SEC. (1) #5 BAR CONT. (G.C. VERIFY) - z go REINF. cQ ?, • _ _ _ _ - _ - • (SEE PLAN) a 2 #5 CONT. INSTALL LINING ... * �j 2 #5 BENT BARS W/ MATERIALS PER ' Lu � MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDED FLR. 16" • • SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2" = 1'-0" FM18 TYP. STEP FTG. DETAIL 1/2" = 1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" oo #5 X 25" X 25" CORNER BAR ONE Y --- E FOR EA. HORIZ. REBAR, TYP. U.N.O. ON! (2) #5 REBAR 16" A/C CHASE 4 PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 11/2"=1'-0" FM23 TYP. FND PENETRATION 1/2"=1'-0 STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (O.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 6744 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4'-O" - 5'-4" 16" 16" 48" 48" & #5 @ 18" O.C. TRANSV. 1162# 2'-8" PLAN EEEND:AON ING ABOVE ninrF�• SEE CHART ABV. -MAX_ F.C. n SPACING (O.C.) IP W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR @ STEM - WALLS GREATER THAN 41-0" (1) #5 HORIZ. CONT. TIED TO o EA. VERTICAL REINF. B „ s FIN GRADE-8" MIN. --�� "s TO TOP OF STRIP FTG. COMPACTED CLEAN FILL s , IN MAX 12" LIFTS STRIP FTG. W/ QTY OF _4''�3"MIN, COVER REINF. PER SCHEDULE (3 SHOWN) d FMASW I STEM WALL SCHEDULE 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND 'I, -VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 14, CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 11 FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER CARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" -fry O.C. VERTICAL. GROUTED wOLID WHEN STEM WALL IS GREATER THAN 4'-0" k-SEENCTE TALL (TYPICAL ALL CORNQkS) 6.IF STEMWALL IS WITH IN 55'_0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATS,A THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH{, EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS THAN 12 INCHES (305 MN1) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4A THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS �o cl�,,t �• wy' 4 h n s � r 0 o o I'll s ar m a m 3:... e-Ic*l 00 P`- 1� 00 Lo 00 r'_ 3 9 U H N rm0l `1 00 b rn _._L J J LL LL LL Umg Z c IA_ur10 Lu O_ F 1 plv7�o �- aW 3 LL y 0 N W t' �� LL W t O Yvi.� fnN a01+ O 3 W O J IL T- W x �` 00 ^ 2 m J NT10P � odd U y N m � y IY 3 O O NNJW.FDSENG.COM C9 z � — O O z o 10 Z N N J � m a z L` N � UI m tt 5 LL — W � LL W �u � wo w 9 U 00 J- � 00 �Id 00 < N O USA �im r%ARfi= WP'tNAC'Q FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: NO 0 F_ zc � ui V m M N a- a w- E N 0 �//��' 00 /yJ�� L.//i m V) c J �o Model Name / Number: 2508 VT Plan Issue Date: Monday, July 12, 2021 VF KA PROJECT NUMBER: 21-4933 Sheet: 3ml Of; FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508 x 3 = 7524 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 36,524 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 26,524 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" _ (.40 x 26,524) =10,610 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 200 AMP PANEL PROVIDED INSTALL FAN BOX PREWIRE� 'x\ INSTALL FAN BOX PREWIRE 12 INSTALL FAN LU w BOX PREWIRE 0 J WP 0° GFI x L� ELECTRICAL GFI i \. wPANEL @ 42" NOTE: / \ w LOCATION OF METER AND PANEL BOX / U , LU TO BE BY BUILDER. IF NO GARAGE SEVICE o' w DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. ATTIC ELECTRIC , / IF REQ'D BY CODE \ , GFI @ 42" CM 1 II� _ Id _ FOR D/W FAN PREWIRE i 4 INSTALL FAN IBOX PREWIRE I I I I I I I I 1 I I I I I I I I I — — — — INSTALL FAN BOX PREWIRE ° WP GFI \ 1 I \ \ I I I - --------------------- - - COACH LIGHT`CO CH LIGHT GFI / GFI FOR GARAGE DOOR OPENER NOTE: / FOR GARAGE — KEEP COACH LITES O UT OF BANDING, QUOINS, AND DOOR OPENER I------------------------' ROUND COLUMNS WHEN / ------------------------------------------------, ; POSSIBLE, REFER TO ELEVATION ' FOR TRIM. I i I I I I HOSE BIBB Cl 42" I i � EZI - ' COACH LIGHT COACH - - _ — _ - + COACH LIGHT HOSE BIBB ELECTRICAL PLAN SCALE: 1/4" = 1'-O" ELEVATION "A" & "B" ELECTRICAL NOTES ■ UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (CaENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCls (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND (S SMOKE DETECTOR SINGLE POLE SWITCH M CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTORCOMBO UNIT $3 THREE-WAY SWITCH % FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING �} CEILING MOUNTED FIXTURE n Ll n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET (� G ROUND FAULT INTERRUPT V) `�' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL (� SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET LO DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP f—A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 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 MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER (0. >v„ _ w v o s00 � 00 r- co t- 00 m Y w to 00Am h- o3od9 Q.�pakk .6aU"'�- p Ns� J J J go f2 Ci o 6 m U_ U. w 4 N,-4ap L") z w w d U_ o� w `?_ d w - 3 �"C) O $nHrn J u�i �33,a W��i= m m LL `o�a93 U o a' N O m m m w U fn WWW.FDSENG.COM CDz — o Z N 2 z CV J V i 04 —U) Z N MI(9 G) ro +-� "' �W o — WOa 0 w t/712,ai Ln M w mN o :3 = o - r` Q C �?s Q N O w,I A�DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0) W41 O r/J M N d +- � - m ■ ■ ■ ■ Q N d_IWZ) � Model Name / Number: 2508 Plan Issue Date: Monday, July 12, 2021 KA PROJECT NUMBER: 21-4J33 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inchos of venting needed equally for intake and exhaust 12 6 48" OFF RIDGE VENT 6 OP OF BLOCK TOP OF BLOCK -- - _QM I�F,�HGL------ --------- _W'20WHEADHGT- --- 0 F 7] bo Q 09 bo io m 23 SH LITE TEXTURED 6 CEMENTITIOUS COATING LITE TEXTURED 48' orr RI® FIN. FLR. 25 SH CEMENTITIOUS COATING FIN: FLR- - - TOP OF BLOCK 4W HEAI 0 60 bo FIN. FLR. DBL 25 SH DBL 3050 SH 48" OFF RIDGE VENT 48" OFF RIDGE VENT i •1 2650 SH 1 2650 SH c is RIGHT ELEVATION "A" SCALE: 3/16" =1'-O" TOP OF BLOCK W'DOW HEAD HG1 O 00 OP io FIN- FLR. 12 6 W'DOW HEAD HGT ID I LITE TEXTURED 25 SH CEMENTITIOUS COATING LITE TEXTURED CEMENTITIOUS COATING TOP OF BLOCI O 00 bo FIN_ FLR. _ _ , REAR ELEVATION SCALE: 1/4" =1'-O" Soffit product provides " 4.12 net sq in / sf Ridge vent provides 18.00 net sg in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 3406 s.f. Total needed for exhaust for upper 1/3 817 net sq inches Total needed for intake (soffit area, lower)' 817 net sq inches Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be used in combo ORV) 45 Lineal Feet of Soffit needed to meet required 149 Lineal S.F. provided by plan 258 48" OFF RIDGE VENT 48' OFF RIDGE VENT eH . TOP OF BLOCK ©. — N W'DOWHEAD HGTCN ------------- -------------- - --- 7 OP 00 t0 � a 0 25 SH 25 SH FIN. FLR. FIXED GLASS ABV LEFT ELEVATION "All - SCALE: 3/16" =1'-0" FRONT ELEVATION "A" SCALE: 1/4" =1'-O" m, p_ 0 't 0 1N1 c0 r- w In M r- . vU ii'iY E c _ Mt9 0 p 0) LJL LJL LPL c c_- y � O � w�? z LU a �$m-gym s Q�aLLc n. fn ;�a'ric ,G11 mUj J `o`g O. W � 11 ti41 `a _svaa Z O �wt rfi� M. c m ii, ��I�� Ili LAo.0) p � O 85 0 J fi g m $ .ram a0 4 z N m J Q Q `o pp pp J N UW� 2 pj n .. m Z w C) 0 _j U U J V) r°- A 2 . MMI=DSENG.COM ❑ z o z o 0 z J � d � 04 _ L0 .- z I04 �1 W U_ (/J .� to M LU c iDt9d Jm W L 0 U00 U cn 0 CD Q NODA - . \DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: O 0 w 0ycy) U m N a N 4- E v Z F-�Um 0_IL11:D yj m ao o U_ ♦ Model Name / Number: 2508 Plan Issue Date: Monday, July 12, 2021 ♦ KA PROJECT NUMBER: 21-4933 I Sheet: IOf: I ELEVATIONS - A SEE DET. T603 FOR WIND 1 < 155/C M G.C. TO PRI BLOCKING W/ APA RE1 FOR SPAN I SHEATHING SEE "HIP/R BLOCKING" Z Ld a 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 155/C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REOUIRED AT HIP SECTIONS ;PEEDS 'H )VIDE 0 COMPLY :OMENDATIONS ATING OF DGE DETAI L d LLj EQ. O Q - O O Z W Q O O EQ. _ "X" DETAIL BRACE TBO1 SEE CONTINUOUS BRACING p 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TB04- O � O a cL BOTTOM CHORD GABLE END BRACING @-/ LOP CHORD 2X4 #2 SYP , 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <- 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r *a ad `I d HIP -37.02 -,I ng -51.06 -51.06 R�'ICK 10 GABLE .37.00 -37.00 -58.99 -58.99 58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r, ASTM F1667 RSRS-03 (10d) NAILS@ 4" O.C. ON EDGE AND 4" O.0 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: -1-q32" EXP. 1 ('20) TILE: 1932' EXP. 1 ('(120) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 a$' x 0.113") NAILS �i r 0 0 II it �~�► L7❑000 ® �+ <- 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 32", SHEATHING SHALL BE FASTENED �� I,a 1,6 I#, WITH ASTM F1667 RSRS-03 10d (2'1W' x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS �` 3, GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 42 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4;12]-[20 T @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM )g" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 18". A� NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAILAT TOP PLATE TWO ROWS@ 4" O.C. w/8d COMMON NAIL. © NAIL OPENING PERIMETER W/ (2) ROWS 0 4" O.C. WI 8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C, W/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS CW 4" O.C. (2) ROWS @ TOP & BOTT. G@ (2) 8d NAILS @ W O.C. TO EACH TRUSS END OR Cd VERTICAL MEMBER IF GABLE END. 15132" OSB - EXPOSURE1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MINA 31" X 2 1/2". DO NOT OVERDRIVE NAILS; FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN I -a" (2)- 2x TOP PLATE BEYOND 15132" OSB EXPOSURE 1 SHEATHING ------ -----n-_-_T,_-_-n_-_ I1 11 ii ii ii II I F I SOLID Zx BLOCKING F- 1I I I I I I I I @ ALL SHEATHING w w III III III I II II I III II II II I EDGES T N� III III II I I I I (SEE SECTION X-X) p III I11 C III II II II I III II II I I _J 0 III III II D II I III III OPENING II II II I IL- III II - III II 11 1 II II LL III C II II X I 11 II IL w Q_ d) III III II I III II N Ell I If I III 2x STUDS BEYOND. w 0 III I I II I II II II I w w SEE PLAN III ' I I I II I III II II II I II w O III III I I I II I I I II I I II II II 1 III II II I I H¢• JO Z III I I I II 1 III II I II I 11I I11 III I I I II I I I I II I I I I II I III II II If I III II II II I III II II II I C- O..A T OA.. GI ATC erV�xln OG' ---�- `-SAY 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/4" I� SINGLE NAIL EDGE SPACING "S" = N) SPACIN 1/2" DOUBLE NAIL EDGE SPACING PLAN :1-0, �13!0� 0N0� , ,nm N Lu 0 n R u AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI (4) 8d NAILS 8d NAILS @ 3" O.C. VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 0 r Lh 81- FL i T CUB)' 1 " FLi / I i T CL 2-0-0 0 d N d OA 00 ' 10'- C FLP F CL 1 I 22-0-0 7-0-0 7-0-0 10'- 0" LAT G' L- - -- - - - --� '- 0" LAT ("LIS' I I I 1 C O F o 4 r BRG. AT 8'-0" AFF 10'- 0 FLA.1 CLG C J U Q O I F I cl - 1 O co T c2 3 J � > N r co 2 VAULT 1-0-0 110 0 CO o RG. w/ KNE 8'-0" AFF EWALL © TRUSS PLAN "A" SCALE: 1/4" =1'-O" SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR &FASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETA16w/(9)10dx 11/Z'OR HTA16 w/(10)10d. 11/2" OR MASONRY HETA20 wl(9)10d x 1112" 1810 HTA20 wl(10)1 Od x 11/2" 1585 1870 O FRAME TO FRAME H2.5Aw1(10)80 NAILS 535 665 RI7Aw/(10)8C NAILS 515 685 © FRAME TO H10A w/(18)l0d x 1 12" 1015 1040 RT16Aw/(17)10d x 1 1/2" 895 1020 PRAMS H10A.2 WI(19) 1 Od x 1112"AT 2 PLY TRUSSES 930 1080 RT16-2 w1(16)1 Od x 1'.12"AT2 PLY TRUSSES 035 4060 O FRAME TO MTS12 w/(14)10d x l l2" (AT EXTERIOR 860 MTW12 w/(14)1 Od x 1 1/Z' (A- EXTERIOR FRAME LOCATION INCLUDE (3) 12d TOENAILS) 990 LOCATION INCLUDE (3) 12d TOENAILS) 1005 1195 OFRAME TO MGT wl(22)1 Od NAILS AND 5/8" A.T.R. W 12" 3330 3965 MUGT15 w/(28)1 Od NAILS AND UK' A.T.R. w/ 30 4495 MASONRY EMBEDMENT w/ SIMPSON "SET' EPDXY 1T EMBEDMENT w/SIVPSON'SET' EPDXY O FRAME TO H7620 w/(24)10d x 112"(AT EXTERIOR HTW20w/(24)10dx1 V2"(ATEXTERIOR FRAME LOCATION INCI_UDF (3)12d TOENA'.I_S 1125 1310 LOCATION INCLUDE (3)12d TOENAILS 1285 Ig30 O FRAME TO (2) HTS20 w/(48)1 Od x 1 11Z" (AT EXTERIOR 2250 2620 a) HTW20 w/(48)10d x 1 12" (AT EXTERIOR 2570 3060 FRAME LOCAI ION INCLUDE (6)12d TOENA'LS LOCATION' INCLUDE (6)12d TOENAILS (EA) FRAME TO HG7-2 w/ (16)10d NAILS AND (2) 5/6' A.T.R. HUGT2 W (16)10d NAIL S AND (2) 5/8" A.T.R. OMASONRY w/ 12" EVBEDMENT w/SIMPSON"SET" 10090 w,12"EMBEDMENT w/SIMPSON "SET" 7020 9790 EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAME TO FGTR w/(18)1/4"x3"SDS WOOD SCREWS 3400 4725 RFUS w/(12) W83 WOOD SCREWS AND 7100 MASONRY AND (2) 1I2' x 5' TITEN HD ANCHOR BOLTS (4) V4" x 6" WEDGE -BOLT (1) LGT2 wl (16) '6d SINKERS Jl 0 FRAME TO & (7) 1/4"x 2-1/4"TITEN 2 1760 2030 MASONRY SEE N07E #6 BELOW J2 FRAMF TO MASONRY/ (2) LGT2 w/ (32) ' 6d SINKERS & (14) 1/4"x2114" TITEN(2 PLY TRUSS) 35001M 4060-M (2) LUG72 W (32) 18d SINKERS & (10) 1/4"x3"WEDGE-BOLT(2 PLY TRUSS) 3100-M 3100-M 3240-F 3770-F 3800-F 4620-F FRAME OR (28)'Od SINKER$ FOR FRAME (FA) OR (32) 16d SWKFRS FOR FRAME (FA) J3 FRAME TO MASONRY / (2) LGT3 W (24) 1/4'. T SDS SCREWS & 3/8"x 5" TITEN (2 PLY TRUSS) 4730-M 6570-M (2) LUG73 w/ (24) 1W .2 U'2' WS25 SCREWS & 3/8"x 5" WB PLY TRUSS) 6480.M 7050-M FRAME OR (5252) 16d SINKERS FOR FRAME (EA) 50.O-F 69BO-F (4) 12 OR(56116d SINKERS FOR FRAME(EA) 648o-F 7710-F O BEAM TO HU410 OP7 HUC410 w/ (1.8)16d & (10) 10d G002680 HD410 OPT HD4101F w' (20)16d & (101 1 Od G#3080 BEAM NAILS J#1895 NAILS U#1950 OBEAM TO H U410 OPT HU C410 w/(18)TITEN G#4500 HD410 OPT HD4101F w/(20)1/4"x3" G#3355 MASONRY 1W x2 3/4" & (13)10d NAILS U#1800 WFDGF-BOLT & (10)10d NAILS U#860 LZ BEAMTO MASONRY/ HU46OPTHUC46w/(6)10d NAl'_S & (12)1/4" x23/4"TITEN (TO MAS.) Ok1510 U#980 G#3000 J#1135 HU46 OPT HU46 w/(6)10d NAILS & (12)1/4" x23/4" TAPCONS (TO MAS.) G#1625 U#1030 G#2015 U#850 FRAME OR (12) 18d & (81 10d (FOR FRAME) SYP-F SYP-M OR (121 16d & (6) 1 Od (FOR FRAME) SYNF SYP-M FRAME TO (2) HETA16 OPT (2) HETA20 1920 1920 (2) HTA16 OPT (2) HTA20 1870 M MASONRY 1-PLY- (10) 100. 1/7_" OR 2365 2365 1-PI Y w/ ' x 1 1/2" OR 2430 2-PLY w/ (12)16d (I)1 LY 2-PLY w' (' 2) 1fid (' HTSM16 w/(8)10d NAJIS AND (4) lWW 1W 955 1110 HTWM16 w/ (8)' Od NAII S AND (4) 1'Xxl 3/4" 1145 1226 TO TAPCONS WEDGE -BOLT OFRAME N MASONRY HTSM20w/(10)10d NAIILSAND(4)1/4'W OR 1/4" TAPCONS 955 1110 HTWM20 w/ 110)10d NAILSAND (4)'/4"x1 3/4" WEDGE -BOLE 1145 1225 OP FRAME TO H10S w/(9)Bd xI 12" NAILS AND SIRN0 780 910 MASONRY I LI"AN I IU TO DT72Z w/ (8)1M" xl 1/2" SDS WOOD DTB-TZ w/ (8)114"A 1/2" WS15 WOOD OFRAME MASONRY SCREWS AND(1)1/2' B A.T. R. EPDXIED w/ 1835 2145 SCREWSAND(1)12" O A.T.R. EPDXIED w/ 1510 1835 SIMPSON "SET" (SEE NOTE #4) $IMPSON "SET" (SEE NOTE #4 FRAME TO HTT5 w/ (26)16d 12 12" NAILS AND (1) 518" 8 HTT45 w/ (26)16d x2 1/2" NAILS AND (1) O MASONRY AT.R. EPDXIED w/ SIMPSON "SET" 4375 5090 SINT A.T.R. EPDXIED w/SIMPSON "SET" - 5005 (SEE N07E #4 BELOW) (SEE NOTE BELOW) FRAME TO HTT4 wl(18) 16d x21YZ' NAILS AND (1) 5/8"0 H7T45 w/(18)16dx21/2"NAILS AND (1) O MASONRY AT.R. EPDXIED w/ SIMPSON "SET' 364D 4235 5/8"8 A.T.R. EPDXIED w/ SIMPSON "SET" - 4160 (SEE NOTE it4 BELOW) (SEE NOTE#4 BELOW) O FRAME TO FRAME H10S w/(24)10dA 1/2'NAI-S 785 910 LUGT i w/(23) 8d x11/2'NAILS 876 1045 OFRAME TO HM9KT w/ (4)1/4'M 1/Z' SDS WOOD 760 760 RT16M w/ (9) 10d x 1 1/2" NAILS & 1395 1395 MASONRY SCREWS & (5)114"x2 1/4" TAPCONS (4) 1/4" x 1 314" TAPCONS TO VGT w/ (16)1/4"x3" SDS WOOD SCREW$ & OFRAME MASONRY 111 5/8"'d A.T.R. EPDXIED W SIMPSON "SET" 3555 4940 w/ 12" MIN. EMBEDMENT TO (2) VGT w! (32) l/4N3" SDS WOOD SCREWS OFRAME W MASONRY & (2)5/8'B A.T.R. EPDXIED W SIMPSON 517C 7185 "SET'wl 12" MIN. EMBEDMENT X FRAME TO VGTw/ (18)1/4'x3" SDS WOODSCREWS& hDU4-SDS2.5.1(10)'/4"x212"SDS WOOD 3285 4585 VUGT15 w/ (22) 10d NAILS & HTT45 wl (18) FRAME SCREWS & (1) 5/8" B A.T.R. 10d NAILS &(1)5/8"B A.T.R. 4160 OFRAME Y TO (2) HTT5 wl (52) 18d"x212" NAILS & 4375 5090 (2) HTT45 w/ (52) 1 OcIN212' NAILS FRAME (1)518"6 A.T.R. (SEE NOTE#4) &(I)W"6 A.T.R. (SEE NOTE#4) 5005 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS I BEAMS w/ (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EI LHER SIMPSON OR USP CONNECT"IONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2"A" TO TRJSS VERTICAL WEB W/ (2) ROWS OF 100 NAILS @ 3- O.C. STAGGERED 5. 12" MIN. A.T.R. EMBEDMENT@ CMU BOND BEAM U.V.O. 6. SCAB TRUSS CHORD w/4'-0"2x SYP 02(MATCH CHORD LUMBER SIZE) w/(2)ROWS 10d@4"FROM END &WO.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. OMINIMAL CONNECTOR UNOON FRAYING PLAN 1. CONNECTION FOR ALL ROOF/FLOOR TRUSSES TO MASONRY WALLS/LINTELS/ ICF WALLS LINO ON PLAN 2. CONNECTIONA724"OR3?"O.C. PENDING VERTICALS FORALI_FLOOR TRUSSES PARAL LEL TO MASONRY WALLS SEED TAIL F612/S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK)TO MASONRY WALLS/ICF WALLS/LINTEL$ 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYA7 32" O.0 MAX. w/ (2) AT EACH COHNEH, G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT S. CONNEC7ALL FLOORTRJSSES TO INTERIOR BEARING WOOD WALUBEAMSw%(2)12d TONAILS OB MINIMAL CONNECI OR UNOON FHAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM © MIN MAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSESTO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS v TYP. U.N.O. 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. OF 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 9 BOTTOM - - - NOTE TO FRAMER - - - CHARD 4 2 s SYP #2 W/(3) ROWS 16d @ 4" O.C. IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE STAGGERED AND 4" FROM CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE END: (1) SIMPSON LGT3 A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FROM TRUSS TO COLUMN 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 '-4" ROOF .H. TYP. METAL DRIP EDGE + C.M.U. OR ICF WALL 2 x SUB FASCIA o SEE TYP. WALL T4 SECTION F I ALUM FASCIA 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL @ 12" O.C. CONTINUOUS VINYL UG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4" = 1'-01, y°1 om g am CCN LO w 19 _ ai U m }+' � 0 00 LO w I`_ °30N� E c so Mmkk (a U N ots Of 4k J J LJL LL LL w a� iO 00 _ v d0 `' t m p1 Z to �. CN r N O W D- IL y v T' c (1) O �V' - � c -O n tl .. u. Y 3o y c L 01 s I3 c� C =LL - LL -2; `°"c Y-W r. N (n U3 d W 3 N M•��.W zt�d¢ Z O wt`Sy c L '� a o�-a W V) O> U O W Q' J Lc 4d W 3 y a on III 00 CO m `) D) Q! O y m'aory w - ej ? (1 °'H WWW.FDSENG.COM El ❑ ❑ z ED Z N O 10 Q Z r N Ur m �-+ `n` LLJ -r ti WO V) w Lr jj4LI .-._.....,......_.,. W co O O U 00 Y AMU C � Q N O hD �. 1-�,'\DAMS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: O O LO LLJ /`J M N 0- W +• `(0 E v z.... Qa) - 0 _j LLJ 00 ° J M U) (1) Model Name / Number: 2508 Plan Issue Date: Monday, July 12, 2021 VI KA PROJECT NUMBER: 21-4933 Sheet: 6 Of: ROOF PLAN A PRE-ENG. WOOD TRUSSES @ 24" O.C. 5/8" OR 1/2" DRYWALL HIGH STRENGTH CLG BOARD CONNECT ALL 2x STUD TO TOP PLATE WITH (4) 16d TOENAILS 1/2" DRYWALL MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. VINYL FRAMED WINDOW W/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE; 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. 2x6 #2 SYP P.T. 0 W/ (2) Y?x5" WEDGE ANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. SECTIONAL o OVERHEAD DOOR CONT. P.T. #2 1-4 0 :.A WOOD SYP 2" X 6" �+ TRIM o j o 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR TRACK MOUNTING DETAIL MS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. BLOWN -IN R-301NSULATION PER I I 12 / FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION SEE PLAN PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) PRE ENGINEERED WOOD FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- [RSH] - ON FRAMING SHT. FOR SHTG & FASTENERS. 5/8" OR 1/2" DRYWALL- ' ' HIGH STRENGTH CLG BOARD TRUSS ANCHOR (SEE PLAN) '• � ° TO BE INSTALLED ON OUTSIDE FELT PAPER OR •'� FACE TRUSS PLATE ----------- 3/4" P.T. NAILER --*-METAL DRIP EDGE 1/2" DRYWALL r CURTAIN NAILER ri 2X SUBFASCIA 1 x 4 P.T. @ WINDOWS h 1 x 8 P.T. @ S.G.D. h SOFFIT. SEE ARCH. v PLANS PRECAST "U" LINTEL v SEE SCHEDULE " u — SEE PLAN FOR HEADER SIZE u i i 10 I 15/32" OSB EXPOSURE 1 ON O.H. EXT. WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. r (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926-98A --ZX STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE TB13 1/2" DRYWALL ON SHEET 6 FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC —P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN, 6" FROM END - SEE WS07 WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR SLAB INFORMATION - — TOP OF -SLAB _ * �• 00 GRADE CLEAN � iv a p COMPACTED .- w FILL • • m c7 SEE FOUNDATION PL0 16" FOR FTG REQUIREMEW S WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = 1'-0 WINDOW STOOL PER SPECS PAPER BACKED FOIL R-4.1 N INSULATION AT CMU BLOCK WALL u PER FBC AND ENERGY FORM i SUBMITTED WITH PERMIT APPLICATION 1 x 2 P.T FURRING 1 x 4 P.T. BASE NAILER WOOD BASE ' SEE FOUNDATION PLAN FOR SLAB INFORMATION SEE PLAN FOR RE -BAR QUANTITIES �_SEE PLAN O.H. SEE ELEV. GRADE 0 N N BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVERAPPROVED UNDERLAYMENT PER FBCR 905,1.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- [RSH1 - ON FRAMING SHT. FOR SHTG & FASTENERS. TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR ,%1 BRG. HT, --% -METAL DRIP EDGE 2X SUBFASCIA SOFFIT. SEE ARCH. PLANS -8x8x16K.0. LINTEL BLOCK W/ (1) #5 DIA. REBAR & 3000 PSI CONCRETE FILL CELL -(1) #5 DIA. REBAR W/ 3000 PSI CONC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS VINYL FRAMED WINDOW W/ SCREEN PRECAST CONC SILL EXTERIOR FINISH - (SEE ELEVATIONS) FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN TOP OF SLAB SEE FOUNDATION PLAN WS01 I TYPICAL WALL SECTION - 8" CMU 3/4" = 1' 0" SIMPSON HETA 16 EACH END SEE FLOOR PLAN FOR BEAM SPEC. NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE CD21 I ENTRY CMU COLUMN/BEAM N.T.S. (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR 44 w/ 2x4 POST UNDER EA 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. (TYP.) ALL SIDES i (TYP.) FRAME FOR COR- 00 0 NERS FOR NON LOAD BEARING SIDES NAILED <°° ° ° �' w/ 16d NAILS @ 8" O.C. \°° 1/2" x 8" J-BOLTS v (1) CENTERED EA./ (TYP.)4 COURSE HIGH A.F.F. SIDE w/2" WASHERS\\,/\X/ CMU BASE FILLED w/ CONC (TYP) W/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP PLAN Al -Al OF COLUMN SIMPSON LSTA30 SEE FLOOR PLAN w/11-10d TO BEAM °: FOR BEAM SPEC. & TO FRAME BELOW SIMPSON HETA20 " w/10-10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 POST ° OR 4x4 POST w/ 2x4 UNDER EACH END OF BEAM I , 1 NOTE: 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE % INSTALLED ON INSIDE OF COLUMN. DO NOT BEND STRAPS UNDER PLATE. PLACE STRAPS IN FILL . • , ° , �" ° • d CELLS w/#5 REBAR r "' •: II (TYP.)4 COURSE HIGH CMU BASE • .•,ud° ;- ° d° FILLED w/ CONC - SEE PLAN FOR SIZE. TOP OF COLUMN BASE - • 2'-0" AFF v NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. x N: ,O a I d c.n�om N W LLo III W r 00 In 00 r 6 rn IL w W w gm � O tll I.Lau0- S Z F�'ma �i Q ��w w Y 3ANC Cell � L� O) � Q = m L O H�,c O— h a>.Nc o@ 4N Md IL Q d NUum'O Y o U iA J O 5'r° WWW.FDSENG.COM 11 �2 13 2!c*7 0 0 Z N 04 Z Ncn Q � Q _ LO z N V ! f �. XLA�W 70 o _ cu w urn t!'I U =N -- w O o �00 00 co Q Now Qi AW /,�ADAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: z 0` W U M N a E 2 ■ < a� Ir' _I LLI m c J m U) a) 0o LL Model Name / Number. 2508 Plan Issue Date: Monday, July 12, 2021 KA PROJECT NUMBER: 21-4933 Sheet: S-2- TYPICAL FRAMING DETAILS *INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 8" D BLOCK TIEBEAM W/(1) #5 REPAR U.N.O. LINTEL (SEE PLAN) • 7/16" O.S.B. EA. SIDE o 2X BLK'G. o TO O.S.B. W/ 2 - 8d EA. END EDGE VIEW WHEN REQ'D RECESSED PRE -CAST LINTEL NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE, MIN. 2 TITEN ANCHORS TO 2x8 -2x8 W/ (3) 12d TO 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 MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. N w 00 m co 4 (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L- 3-1/2") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D = 0.162". L= 3-1/2") OR EQUAL qi 1)) AD CENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN • • : • FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS : REINFORCEMENT REQUIRED) •r. F.F. OVERHANG :'•';a:••,•` :•�; �:'�'.,�.:..�.,.. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR RETD. SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES @ 16" O.C. HEADER (SEE PLAN) 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 - 8d EA. END EDGE VIEW aINSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (3) 16d COMMON NAILS(TYP) — a I.° �,--HEADER PER / LOCATION 7/16" OSB W/ 6d NAILS @ 16'• O,C. ® TO SIDE & TOP NAILER 2x W/ (3) 12d TOENAILS EACH END TYP. 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 7'-0" MAX WINDOW OR DOOR OPN'G AIF02 DETAIL @ ARCH WINDOW FRAMING N.T.S. PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) \ STRUCTURAL SHEATHING 48�MjN \ 7/16" MIN. NAILED W/ 8d 2x4 STUD ` \\ COMMONS @ 3" O.C. @ 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 SEE GE05 FOR \` \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. STANDARD \`�` ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END I \l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING ?\ I�` TOP PLATE W 8d 2 112 x 0.131 NAILS (SIM. w/ 2x6 `\\ * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) I I \ \ ` TOP PLATE TRANSITION I Z I PIPE OR DUCT W/ OUBLE 12d + +I ug PENETRATION THRU TOP SPLICE I+ +I N TOP PLATE w/ MORE o THAN 50% OF TOP ROWS 12d 2X TOP PLATE TO I 0 PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d r ii SIMPSON PSPN516Z NAILS @ 6" O.C. W/ (12) 16d NAILS TYP."tijN TOP & BOTT. �f+--- - +-+ +Iz,��z 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/ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1/2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 3E15 FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING ><7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. OPENING G.C. TO TO W W/ 2 O.S.B. 8d INSTALL (3) TITEN HD. EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT EDGE VIEW JACK TO HEADER, NO BASE CONNECTOR REQUIRED -]INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC SP4 AT (3) 16d COMMON AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION . 24" O.0 NAILS(TYP)� CMU, SEE PLAN FOR WLL HGT. 011 ! • • • ! :• ':• wellm-naggymaelkyj 1-101141 SO WWII• MIRY ffTArial WINDOW OR DOOR OPN'G --CMU OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF1.7 TOP PLATE SPLICE DETAIL 3/4" - 1'- * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12 USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR WIG" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE STRUCTURAL SHEATHING I CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ' ATTACHED PER NAILING SCHEDULE TB13 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR ' SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED ' WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. ' STUD TO BOT PLATE: SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 KNEEWALL @ ENTRY FRONT WALL 3/4" = 1' I 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, ATTACHED 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 n n , —2x BUILD -OUT BEYOND NF38 KNEEWALL @ ENTRY FRONT WALL N.T.S. WOOD BEAM SEE PLAN FOR SIZE - TYPIG WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL, TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. 0 d c m N (0 LID ` Ys� ul 00 w [_ 0000 w m $ , E I„ IO 00 I'l- 43om' ' mm ,�,__k_II xk �p V y, p 6 m LI- IL v 55 'u�i 0 0 ao a 0 Co In Lu a Olcn�o� oIt a �:PLL s '_£ 9 o�� o w 3 Irs W o0 3 0 y �a ��N I— j5 . - f � I�I � � � m G: C J �'co 2�r d �N m d a � g12 ° a� 0 d`uy av Q = 0 WWW.FDSENG.COM z 0 - 0 Z N 0 � Z Q Q a <-i zLO CN Ln rt1 t — J Lu C 0 � )U — spa 0 w c •i II! CC5 m U �N E Lu �00 U ., — t00 U U) 0 Q) Q N 0 w I� DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE vi Job Information: O z vLO LO W O V M +W.� cYi U z O _I Lu � LL Jm(nU) VI Model Name / Number: 2508 VI Plan Issue Date: Monday, July 12, 2021 KA PROJECT NUMBER: 21-4933 Sheet: S-3 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2" = 1'-O" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS TO BE LESS THAN OR EQUAL TO 45° I MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) (3) 12d PER JOINT OUS BOTTOM CHORD BRACING 2"x4" MIN. T1301. I TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD A TRUSS G.T.? — ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT SHEATHING SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2) 12D NAILS AT 12" O.C. MAX SHEATHING SEE PLAN 2X4 BLOCKING BETWEEN TRUSSES HIP O G.T SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. HIP TRUSS T11303 I HIP / RIDGE BLOCKING DETAIL N.T.S. CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING 2r��— --—BLOCKING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB T1302 I TYPICAL CROSS BRACING DETAIL N.T.S. PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES —\ AT LEAST ONE TRUSS MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING T1304 I TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 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 EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM, 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. RIFE TYP. TRUSS BLOCKING DETAILS 3 TO 4 TRUSS x4 AS SHOWN SPACES ALTERNATE I DIRECTION VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP &BOTTOM OR H5 SEE TRUSS (2)-12 NAILS OR HCLR/LL IN PLACE OF (4) 10D /B� j10N TOE TRUSS REQUIRED @ RAFTERS GREATER THAN 8'-0" 2X4 BLOCKING BETWEEN —�, TRUSSES W/ (2) 12d NAILS C@ EACH END, CONT. EACH BAY ALTERNATING BLOCKING STRUCTURAL SHEATHING — SEE PLAN FOR CONNECTION — 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS @ EACH END WALL BELOW (SEE PLANS FOR TYPE) B B TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL CONV. FRAMED RIDGE MAY BE NAILED w/ MIN, (4) 12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS CB SECTION B-B TOP PLATE VERTICAL SCAB 2X6 42 SPF 48" O.C. W/ (4) 12d 2x8 BLKING. NAILED (d EACH TOP & BOTTOM OR H5 OR SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER THAN 8'-0" COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPTIONAL) Ell TB 2X4 SPF W/ (2) #7X3-1/2" WOOD SCREW EACH TRUSS OR HIS @ 48" O.C. 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGXATSTEEL WOOD 2x8 #2 SYP RIDGE BEAM AT 8'TRUSS MAX— 2x6 RAFTERS @ 2'-O"O.C. MAX. W/ (3) 1L2d COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN NC. MASONRY 4 FT @ 2'-0" O.C. MAX W / (3) 10D COMMON TOE NAILS TO RIDGE BEAM 2XOR WOODT &RING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING T11306 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. VARIES SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS— SIMPSON A34 OR (USP MP4) @ 2'-0" ON CENTER 1/2"SPACE SEE PLAN FOR MORE - INFORMATION 2x4 S.Y.P. @ 16" O.C. -2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 2X4 SPF BRACE @ 48" O.C. - NAIL w/(4) 12d AT EACH END & ALTERNATE DIRECTION / TRUSSES SEE PLAN \ A / 2X4 SPF BLOCKING Y BETWEEN TRUSSES \ / \ @ 24" O.C. MAX.W/ (3)12d EA. END (TYP.) THING TB15 I EXTERIOR NON -BEARING WALL DETAIL N.T.S. y tl1 c f0 r Cn e H (N (0 Li) T-'1 00 1- L0 00 ro cV ci m J J J LL Li Li D �� N N odd 0 .-"Ss j w o:2 o 5 .. V A �° Q W o�LLz Lu dw �o�o tl W Z.cdv¢ Z 0 Y 0 m6cy� (° m� = O W a [VLL Cv Q 8v - �sE�.� GR o" d � to o v� 1 4, .. ay o H w' WWW.FUSENG.COM ❑ ❑ ❑ p� p S ZCN z a � � a rn JV — Ln Z r' rI N V) � m cn w -o • 0 � N VO C qm 000L J(y) iC3 U _ N 00 V a) I "' ' — ?00 2 p 00 r= LID Q O b00 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: z �_� W 0 L U /Ln v' m a W � cc 4 co E M Q Z cN y o LLJ ZD (1) (1) co L0 Model Name / Number: 2508 Plan Issue Date: Monday, July 12, 2021 e I KA PROJECT NUMBER: 21-4933 Sheet: SA Of; ROOF FRAMING AND BRACING DETAILS n N. I,4 E THERMA-TRU INSTALLATION�� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims, Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. rf;" r-" • SPAC EVEN M 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES 31, SPA EVE 99 SINGLE DOOR W SIDELITE � r, 6' SPACE =VENLY 3,. 6 SINGLE DOOR W/ SIDELITES i+e Au J J I „ E 6, 3" DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-091 IN FRONT OF MECH. OR ARP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. MO �-I TOP OF SLAB Z — laolla�ll° 1 r-I i ,- II`- Ir 16" MIN. DIAMETER O z°- "r CONCRETE FOOTING = — — 1 PROTECTIO�LBARRIER DE M N.T.S. 31, SPACE EVENLY 817 8„ 8„ 8., 8„ SEALANT LI. NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING ° NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Del', a� °'"shin Line valley by centering 'ooaO�iea,es CertainTeed Win rGuarti ar, aas�a O �o ai N aterproofing S Ingle `air /ry,� /ay Sog� nderlayment or S2 Undect to A, uivalent d qirer tie ye E d k. al Goa Goutse d Gout 5e `�`� 5 ptY` 3( oaGout Rake Natal o not nail withir rip 22 r 6" of Embed each shingle Edge 29" valley centerline n a 2" r wide strip of aI 5" " raging cement. Cut 2" diagonal)�y off upper Save 7" ocher oftrlmmed pieces to use in 5thtourm 1" r , le. , , Cuts irgles 2" back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS)—, .VERTICAL WALL AT ENTRY TEXTURED, PAINTED EXTER. WALL FINISH W X 6" H GALV. FLASHING CONY— PLASTER STOiL-. Roor— SHINGLES 6" X 6" H GALV. FLASHING CONI ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM Of 6' ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL \ / FLASHING DETAILS ��•� 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET, / KNEEWALL INTERSECTION ExLend the shingles aver the rake and eaves about 1/2" if drip edge is used, or about 3/4" if no drip edge is used. INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW =' N 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 13UCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS X. 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU ; \ THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. a \ 16" C.C. ® 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOTS. OVERLAP TO BE A MINIMUM OF 31n (76cm). SAVE DRIP EDGES SHALL EXTEND %in BELOW SHEATHING AND EXTEND BACK ON THE RDOF A MINIMUM OF tin. DRIP EDGE AT EAVES SHAL- BE PERMITTED TO BE INSTALLED EITHER OVER OR UNOFR THE UNDERIAYMFNT. IF INSTALLED OVER THE LNDERLAYMENT, THERE SHALL BE A MINIMUM 41n W OTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE MECHANICALLY IASTEr EU A MAXIMUM 01121r ON CENTER. WHERE THE Vesd AS DETERMINED IN ACCORANCE WITH SECTION 1`1301.2A.3 IS 110 MPH (177 KM/HI OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MECHANICALLY FASTFNFD A MAXIMUM OF 41NCHFS ON CENTER Maximum Fastener Spacing (lambs, Head and Sill) I! i Screws" I _ Mounting f74terIQ Vi. f«�:._=.�... Med Wind N i i _.---------- -..__.__ Wall Framing: #ti2 Spruce/Pine/Fir Or Better ., Silicone #10c e-1/2" 5Qew Minimum Penetration Glazing Bead 1318" C ross 5ecbon V iew Exterior Sheathing sore: We Srrongry recwmmeno me Use or ReSAntg ana/orJ70$Mng rages ana S111 pans as srarea In As rM a Id zr-ul. Nowever, cue ra Par/ation In codes and bu//ding types, It /s left up to the end user to determine the proper Installation of these Items. a`1 v e t o h a ,rap may t : ed b To , hsne,t , vs.Lt! e , stickthe asp U p .,:et Lh b1.,�&nue age , tY �; , . ,.r..L + is � Step I Measure to be sure the open tg is 3B" tD 1/2" larger than the window size both vertically and horizontally. You may wish to pre -drill the installation toles in the fin at this time. Dd the ached hoes fi the mourto fin, as UW&e not necessadl Step 2 Apply a generous bead of silicone to the backside of the mounting fin. Use enough silicone to sufficiently fill all voids between the fin and the wall sheaUrin . Step 3 Insert the window into the opening from the outside. The window is labeled "inside" and "outside", but if these labels have been removed, the glazing bead should always be to the Inside of the building. Step 4 Install shims under the sill, adjusting them until the unit is plumb in the opening. Shims should be installed under the sill every 2 feet. The window should be basically centered in the opening with no more than 1/4" gap between the window and wall framing. Step S Install a #10 x 1-1/2" screw 4" from the comer of the fin at each end of the head, silt and both jambs. Step 6 Install the remaining fasteners In 8" increments from the caner screws to the center of each frame member. Use care not to over - tighten the screws and pull them through the fin. Alsso, make sure the screws go in straight and do not cause the frame to bow, Wall framing should be a minimum of #2 Spruce/Pine./Fir. Fasteners should be #10 screws of sufficient In t1i to achieve 1-3/8 netrabon into the wall and no less than 1/2" from edge of framing. Fastener quantities needed in each side of frame to achieve 8" n Length of Frame Member 10" 18" 26- 34" 42" s8" st3- 1 66- 1 74" 1 er fi0" 98" Number of Fasteners 2 3 4 s 6 7 8 1 4 1 10 1 11 12 1 13 Step 7 Remove excess silicone "Eteeze our from around the fin and inspect for holes or voids. Use silicone to fill any voids. Step B If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, this must be the NON Ern PANDING TYPE POAM. Step 9 Since these windows are typically used In rooms with high moisture, le; bathrooms, It is recommended Drat the interior gap between the window and wall framing also be sealed with silicone and tooled so as not to interfere with the installation of wallboard, the or trim. Step 10 Once all construction is complete, remove the bubble wrap from the inside and outside of the window. If necessary, dean the blocks with a mild de tergent and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFII COUNTY APP. Products. Inc. "Offal ire vent"I 1" FROM EDGE AND 4" O.C. TYPICAL MAX. ROOFING UNDERLAYMENT: i 0 r9 O y c.. I, � N W LO jOD cc g.a _ - W to � `6 4 as e w I"" d. LO OD lh U C w Q (N .-I J J J E c —a .sc rn NcyW 6.2 Z0 U n'00 w N . 8 to 6- 'Ei N r c LIJ a 45 co 4) � (n cru C c G :.E ci 10 UU Y LI a LL N u L LLI Y a�yjJO�� a rr D_ y �? `m LtailQ Z O ar m i6w lily Wa,3 O O w wcs"a � a N 01 IL Z N M Q Q Q 46 o8 O Z Q E5 Approval # w w J Cn o $ �'h WVJW.FDSENG.COM ❑ ❑ ❑ D L z o — 0 mpoft FL30310.1 0 z 04 O i J � d z N MI FL21580.1 R-2 t t) C9 m -f w LL 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R9 n f6 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH U Alf — m ucaa ' R905.1.1 0 LLJ / c Overhead Garage Doors:o 1st Choice +30.0/-30.0 CLOPAY 53W5 2"x6" P.T. WOOD JAMB WITH FL16546.8 w r p o 16x7 c? 1 53W5 (5)1/2" DIA. x 8" "J" BOLTS F— OD v +30.0 32.0 CLOPAY FL15279.84 = o -. N 2nd Choice / 8 x 7 �, o Swing Doors: to � o m Q N cj tf.0 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 ,�� THERMA TRU-CORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL /-1.:-,-\"1`jAMS HOMES, +67.0/ 67.0FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.1 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 I LITE S THEREAFTER, (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PLAT PRO Ru FL15215.2 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sliding Doors: MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: 00 1st Choice Alum. reinforced MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 PORT ST. LUCI E n Alum. reinforced Job Information: Windows: • +40/ 50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Single Hung (fin) ANCHOR WITH MIN. 1 A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/ 50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI WINDOWS SIn le Hung (fin) SUFFIENT LENGTH TO ACHIEVE lY2" INCH MINIMUM EMBEDMENT FL17676.2 B IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 O Hung (finless) frame Mullions: M-1926 Vertical IFOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4p L LO M-1926 Horizontal I MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM I FL 15804.2 W N V d Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 T ANCHOR FOR UNIT INSTALLATION USE /aFACTORY WITH MIN. 1 EMBED. TO ALLFA FACTORYRY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN, EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction of length Plygem / Variform Double 5 standard Plygem Double 5 standard vinyl Double 5 standard (vinyl) 10" staples solid 144 Vented -145 Hurricane Panels: nty App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice Dade CouSHUTTER & GLASS Storm Panels I have reviewed the above components of cladding and have approvfd their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 561 -6 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: M m N a Q N OJ W� 00 VJ//�� VJ 00 LO FL18644 R-6 VI Model Name / Number: FL16503.4 R5 2508 FL12194.1 FL12194.2 Plan Issue Date: Monday, July 12, 2021 FL16293 R3 VT KA PROJECT NUMBER: 21-4933 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER �ESISTIVE & WEATHER RI=slsrlve THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH BARRIER GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING EMPORARILY SECURE BARRIER DOOR ROUGH OPENING R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall TO BE USED. envelope shall include flashing as described in Section R703.4. /-WEATHER N WINDOW UNIT RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER TAPE EXTERIOR SHi=ATHING WOOD FRAME CONSTR. SE LAPPING DOWN ADHESIVE TO BE APPLIED UNDER BYLAPPIN DO FLASHING 3DHE BEAD OF APPLIED SLOPE 0.3 in : 12.0 in F LAS H I N G SELF -ADHERED accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. DOOR AND RETURN 30.5 OVER RIM JOIST AND UP THRESHOLD OF WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (0.6 cm : cm) SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 (AB FUR20WINOOWI OR EQUAL WEATHER PROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER PER FBC-R (CURRENT EDITION) 703.7.3 SEAL TOPS of JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL WPo7) R703.7.3 Water resistive barriers Water resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather RIM JOIST Refer to the number marked as in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above header to allow for flashing installation BUILDING numbered items In the list Of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashingplus head flashing under weather p g resistive barrier ( 1 PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 20 2. Install flashing and weather resistive barrier to form water Shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING WINDOW WPM SELF -ADHERED FLASHING WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLANGED EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. RUBBERIZED ADHESIVE ASPHALT 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING �` INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 9 y y, adjust folding of the flashing accordin I to fit 7. Angle of corner may vary, g g accordingly flasnings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPC 1) i tight to corner 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL � SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage, Mechanically COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed �! in accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �``o (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS sHowN> 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to a a the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection SECTION -A NECESSARY IN CORNERS THROUGH at the head and sides. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED �' 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. FLASHING 2 or s cJ 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING projecting lips on both sides under stucco copings. NAILING FLANGE 4 2 0 6 3. Under and at the ends of masonry, wood or metal copings and sills. SEAL TOPS OF JOISTS 4. Continuously above all projecting wood trim. DO NOT FLASH OVER H UNDER DECKING 2 7 BOTTOM NAILING FLANGE (SEE DETAIL WP07) 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING /� / PO A 4 SELF -ADHERED FLASHING /� /p 0 G �/ �► j� J SELF -ADHERED FLASHING /� / Po �+ �/ �/ 6 7. At built -In HALF ROUND WINDOW V �/ EXTERIOR DOOR WITH DECK INSIDE CORNER gutters. t SELF ADHERED FLASHING DECK PROTECTOR SHEATHING ,- -- �7 7/8" Cement Plaster 7/8" Cement Plaster in accordance with - in accordant e with -_. SELF -ADHERED �� ( ASTMC926 ASTMC926 FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance lathe in accordance SELF ADHERED FLASHING n with ASTMC1063 with ASTMC1063 f DECK PROTECTOR y Building Paper Building Paper \ w! f ~ 7/16" O.S.B. 7/16" O.S.B. f f ,� ,�,� sheathing sheathing >1 SINGLE ; JOIST i f 7 DOUBLE JOIST SELF -ADHERED FLASHING-+. _ M u, _. y , ; Metal Flashing Keep top edge of weep screed II 2 below top of SELF -ADHERED FLASHING 3 1 /2" block 2 3" MIN - Unperforated Vulcum 4 ., Flange 7/8" Weep Screed cauk bottom only 2•- 0 5, r joint • Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING W PO SELF -ADHERED FLASHING WP08 APPLYA LIQUID FLASHING TO THE MASONRYOPENING HEAD JAMB SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W PO9 Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed \H0.8DHER ECK JOIST OUTSIDE CORNER Above Roof INSTALLATION OF THE BUCK/RECEPTOR. 1/2" Cementltious Sheathing Decorative Finish •o•• ••o. All inside and . • • outside corner will •' •. ••°• need to be miter EXTERIOR WINDOW UNIT ••�• cut and caulked all CEMT. FIN. Cement Plaster •' butt joints need to ••••Q• BUILDING PAPER SLOPE in accordance .o'• becaulked using •••• SLOPE with ASTMC926 ••� Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in : 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm: 30.5 cm) ......,. SELF -ADHERED FLASHING . ,. - '. " ' WIRE LATH SELF -ADHERED FLASHING �- - EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH000000 1/2" Cement l/ Plaster Finish SELF -ADHERED FLASHING Block WIRE LATH 2 1/2" Perforated :; '•o. Flange 1/2" Weep BUILDING PAPER Cement ' • • •',.o• Screed BUILDING PAPER • •••' -Plaster over block 1 st floor EXTERIOR . WINDOW UNIT CEMT. FIN. ' Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 2 3 2 3 3 Note: , The building paper find metal lath must be installed over the top Of WEEP SCREED DETAIL SELF -ADHERED FLASHING WP10 SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL WP 1 1 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL W P 12 the weep screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD • r r �_. Q'cr N; e as .0 N d• O <D to c m I j cv to DD 10 t0 1-00 Ln DO h M��cOO �m 01 sN� w Wa mpe28, ' ma,. aim�v a Q_ Ui Y . 2L` " �� a cn 2 IL N 3 �CmC= iL ��ro OJ J prn N !E m Q yet C U N9yy �, F°El wWW,FDSENG.CCM ❑ El � Oz m - o CD z o z `M N -L0 +� 04 z " M J W � ( tU p ca V -ca 0 W + V) C ai fLi U E tu� ......,..,....�..�® lL i0000 �- �i a; = O N � W 0 > n Lv Q FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: 0 z LLJ U m N CL 'S F E' � � V m � a 0JED--) L° J m Cn a) Model Name / Number: 2508 Plan issue Date: Monday, July 12, 2021 KA PROJECT NUMBER: 21-4933 Sheet: WP Of: WATER PROOF DETAILS 5" bath duct to roof cap w/ standard 70 _ cfm bath fan HE C2 H2 c_S J80 3V08A T2A0399 "car 3V0B.A TZA03H9 "or,/ 223H03 VIJ �V, 320 H aar LAI`lAI w O w0) GJG "0-'8 fi �rHH> BEDROOM 4 C TH 3 �`✓ 105 HC oz-kG 0 10x6 1wcd OWNER'S BEDROOM 12x6 1 wcd dr 7„ HE 0CC �(S) 10x6 1 wcd aa� 45 ` HGEr3M aa5; 14x8 1 wcd _ v 2� a - V 12x1ON/ BREAD A`_�T 200 6 U 6» 16x16 rac �} O 6„ Hz\� 1 *12 ra 93 U H2\H y8 O p ^^�� 9[ S \\ \ \ 1I 1010 \ / 12x6 1 wcd 12x6 1 wcd �� ' 125 125 8x4 1 we 95 8x47wcd 10x6 lwcd '� 25 - = o 1 FAMILY ROOM RE PQ(tir,43 > LIHDTIA 4" - 166 - vicd 6 0' -0° cLG - 100 w s w 7„ f L w _ ,0 0 JU - i BATJ-J�f -_- \ 10x6 1 v\cd = 10x10 rag g' 24x18 fbrag/-- Ox10 rag 16'° t M ®� �\8 4 1 w,c d Z 5 BEDROOM 2 OJG "0-`8 7" HAMA0 3UT > 42X42 A/C SLAB 1 Ox6 1 wcd 6 12x12 ra � I 115 DININ ROOM BY DEL --AIR MIN 10'-0" GLG i 1 0x6 1wcd 80 2 FROM WALL W FOYER 8x4 1wOCd U IEITY 12x6 1wcd s �J5 "o-`or DIVING ROOM 83aS-S r OT 91H G]Tfl3VHI Hz\A H.W L 14xB 1 wcd 8a �\H A� 155 I 8 5 bath duct Ll 23T J3a12 a Hz ato roof c a p «-� s Jeo v�A M02VlAS�T � \ CJH'T .T3M z2333A GITTA — — JBA . VA 2 w / standard 70 W GJ313 'HI 3TA00J I T� p HIM "K, X "S2 EN �. cfm bath fan o H2 CS J80 I_ 4" dryer duct to roof cap CAR GARAGE w/dryer vent box W OJC "0-'8 ."° V "'^�. T.0 / ---15 Uct 4" bath duct T to roof cap to roof cap a C w/ standard 70 w/fan—light .. U) CH ) C7A9H5�9V0 X X 8 Nutone 763RLN B � • a A 3 H� 3V O 7 X a r0 --_--------- -- c f rn bath fanUJ . / /�,"r ,`. _j o D 3.5 TON W/5KW @240V 1PH AREA CALCULATIONS 18x13 Alen platform by LIVING 2523 S.F. bldr TOTAL LIVING (AC) 2523 S:F, FLOORP AN GARAGE 670 S.F. a I n c, ~ - ' NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED - _ � SCALE: 1 f4" 1' 0" COVERED ENTRY (BASE) 63 S.F. 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS ELEVATION "A" & "B" COVERED PATIO/LANAI 20o S.F. - � with Transfer ducts/grills th FloridaResidential�Bduildincompliance ©e� CodM1602.4 - LICenSe #C��O1 2/i77 p TorAI AREA UNDFR R.00F �,9CG S_F. 9 balanced return air. EXCEPTIONS 1-3 Must have a rniqirrium clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 inslilation value.