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Home My WebLink AboutBUILDING PLANSTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE 0 BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUPJIP F 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 A70E 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 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 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. USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL - AAF 20 1. CODE REQUIREMENTS: ITTHE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDSS 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: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES 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. 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 DEFLECTION CRITERIA OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS * * FLOOR I -JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: 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. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" 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). 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. GENERAL ROOF LOADING 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 WAI ER -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 THI 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. WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. S. 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. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND ME(.HANICALLY ATTACHED WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE ] A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: 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 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:9 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA 4O 50 (+) 27.6 (+) 27.6 10 O 29.9 0 37.0 (+) 26.5 (+) 26.5 20 () 28.8 () 34.4 O Q 50 (+) 24. (+) .8 O (-) 27.1 (-) 3131.1 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 (-} 27.5 (-} 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC f. a 1 r-1 N O m Off, },. N LL -aN CD W c Lp OD € : '8 ,�� •�' o N U6 0 mu`ii� � J J J w FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH IHE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) - INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT, FLUID -APPLIED MEMBRANES USED AS FLASHING & _ , to ,� v •� a = BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES � zz ° W a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES = m a = N W Cn OF WATER TO THE BOTTOM CHORD DL 5 (PSF) �LL 5 ° `LL s IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATIONw - O = 3 BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER i5 13 2 3 v a' z o SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. Al_ I_ EXTERIOR FENESTRATION STRUCTURAL PLAN �' ° M Q C, 33 Y PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A St ALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING w = w ,61 r � & a 3 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. W . t a V C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: �r�r` m a ir MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) - 2 z o o TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, BALCONIES OVER 100 SQ:FT 100 (PSF) W J `n APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) www.FDSEnG.coM THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. • EXTERIOR WINDOW/DOOR OPENINGS. LIBRARIES �n • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 7. PRE ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 1b 50 (PSF) 1j j z W,• CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, \�I - • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) z c�v N CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) a� • N WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q ¢ I♦j SLEEPING ROOM 30 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. ^ a) c STAIRS 40 (PSF) V ✓ �n UPLIFT CONNECTORS FOOT NOTES V) (D M t d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG QXM - -1 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. "' c TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULDw _0NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A M MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL. TO 1 SQ. FT. 0 wm UO& �^ lJ) FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: V) J M 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE FLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed In the titleblock of these W t o documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. p g F- 000 0 Professionals clear information. Eve attempt has been made to _ N PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Every 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required todim C 0 d THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH :SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to Q N d no Q m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDI710N (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to / _� DAMS HOMES 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. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the TO FOOTING). information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/"x 21/4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, WHATSOEVER. SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT O information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHAT50EVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE LFBREEZE PARKWAY 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 Assurance Manager immediately. No backcharges will be considered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GU MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement by the Designer/Engineer without advanced 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. notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H75 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. V I Job Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION z LT_q O D w N��HOMA-:dQ'I Of Northwest Floridan CNI � m y U • ? A z I- OJLLl� (V 0 f JImCn(n °0" RWModel Name / Number: Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: MODEL 1820 21-8332 Sheet: OL Of: COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B I (A) +27.6 / -29.9 I (B ) +27.6 / -37.0 ' BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(plfl BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16, SP2 W/ (6)-10d SP1 W/ (6}lOd SPF 402 STUD, (6) 1Od 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 NO BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPUFT i W 5]SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD, 6 1Od PLATE STUD 4 10d PLATE SYP 439 FEW61 (2) SP2 W/ (6) 10d SP1 W/ (6)-1 Od SYP 878 16" STUD 6 10d PLATE STUD, 4 J.Od PLATE BW7 12" 12) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6}10d BW8 12" STUD, (6)1Od PLATE STUD, (4)10d PLATE SPF 1 535 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6}10d BW11 12" STUD. (6)10d PLATE STUD, (4)1Gd PLATE SYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW12 12" STU D, (B) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED 2x TOP PLATE TOP OF WALL -L/--DOUBLE SEE PLAN MASONRY WALL OR ICF WALL, SEE PLAN 2x STUDS PER DOUBLE 2x HEADERJ 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/S•1 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" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN 'D ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYWW/ SAME BEDMENT W/Sd NAILS AT Woo SEE GENERAL NOTE #8 BRG. WALL DETAI L IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO 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" OSS PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IFTHE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 F-1pTT2Z C2 (3) 2 x 4 #2 SPF W/ 1/2" WEDGE 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 2145 C4 1 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" SIDS SCREWS C5 4 x 4 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 x 3.5 P.L. 1.8E Fb=2400 PSI HOU5-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 WOLMANIZED IF EXT. 2 1/2" SDS WS & 5/8" EXOPY ANCHOR, OR ATR** 5645 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*** C11 5.25 x 5.25 Pl. 1.8E Fb=2400 PSI HDU8,SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8SDS2.5 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 UNO ON PLAN, 3, NAIL BUILT UP STUDS PER DETAIL WF37/S3 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" 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 (1,8E) 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 Y2" 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 24" 0.131" X 3'A' NAILS & TOP PLATE 12d 0.148" X 3'A" 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'h" 0,131" X 3'A- (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" 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/ 1/2" FLITCH PLATE THIS SHEET (3) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 31/2' H5 LVL 2, OE Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER WI (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" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED 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. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS M1 (2) 2 x 8 #2 SYP W/ 7/16" OSB FLITCH PLATE. NAIL CONNECTION: PROVIDE 12) SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM 0�SIMPSON BEAM TOGETHER USING HTS20 TO WOOD POST ROWS OF 12d NAILS @ 122"" OR (2) SIMPSON HETA16 TO CMU O.C- TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 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 11 114" LVL CONNECTION: PROVIDE (2) 2,OE 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 CM 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE_ (2) -13/4* x 11 7/8' LVL 2.0E Fb=260o PSI. NAIL BEAM CONNECTION; PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA18 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 16" LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NO"r TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. Y N MASTER BA. OPTIONS 3040 (1) PC. FIBERGLAS SHOWER IN LIEU OF LINEN CLOSET W/ (1) L.E.D. DISC LT. OPTIONAL FLOOR PLAN SCALE: 1/4" =1'-O" a a FLOOR PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS © +26.5 / -28.8 O +26.5 / 34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / 26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL 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. ►YI �GF►,%� \ I C��T1T%1� 1 GENERAL NOTES 1. R302,5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 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. 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. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 9. Ceilings for exterior entries and covered porches to be 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 I 1st FLOUR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 596 S.F. COVERS D ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2609 S.F. m d (fl O L a� W tD go rl- 00 g C �' �. Q MW ui c0 W UJ I*o3gaci N 0 V G W & , j O CV ri i]o orn U_ ON,, ODDd � z W QC:2a: esH� 19j 0 _=° auj3 Yf�°m� 0 gN N•� Q '� w �•9 9 c L m ) fJ Q -j d WWW.FDSENG.COM ❑ ❑ ❑ 1 j Z z g Z N *O Z O N Q Q n- . f - L Z ti Lori (D M 41 - LL w - 0 D V) '' U0& t/1 I ro f-• M U -N E - �00 U U) o a> ip 00 Ln ho _! Q N O III I /`�,\DAMS HO FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: 1 ■o 1 z W z Lb N wO+ 0 C ■ �c L O J W � LLo oO W (1) ♦ I Model Name / Number: 1820 Plan Issue Date: Friday, July 23, 2021 VT KA PROJECT NUMBER: 21-8332 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. REINF. GRADE SEE PLAN _ 00 / * x Z i CN g N N • • ri (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. OPTIONAL CURB FOR VARIES I F. F_ MASONRY @ ELEV. 0'-0" W/ (1) - 45 BAR CONT. 2 STORY: 20" REINF. N W/ (3) - #5 CONT. 16" (2) #5 SEE PLAN • ,(2) # 5 REBAR REBAR BEARING 16 FM01 I SINGLE STORY FTG 1/2" = 1'-0" FM02 I SECTION @ GARAGE 1/2" =1'-0" REINF. SEE PLAN F.F. 00 8 (1) #5 REBAR CONT. FM03 I THICKENED EDGE 1 1/2" =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE n FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND �l F.O.M. EACH END, TYP. I GAR. FIN. FLR. *�- --x- ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE • 2 STORY: 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT JOINTS 10" O.C. TYP. 16' j(2) #5 REBAR FM09 I SECTION @ GAR. DOOR 11/2" =1'-0" 2x BRG. WALL 2 STORY: 20" X 20° (SEE FLOOR PLAN W/ (3) - #5 CONT. I FOR MORE INFORMATION) E IAa �1 C" All FM11 I STEP DOWN BRG. 245 REBAR SEE PLAN t 8" 4" 1/2" = V-0" I FM12 I STEP DOWN NON BRG. SEE PLAN OPTIONAL CURB SLOPED GROUT o OR MASONRY AT TO DRAIN 4"x 4"x 16" o N ELEV. 0'-0" WITH CURB (1) 45 BAR CONT. (G.C. VERIFY) Z �^ I' REINF. F • , _ _ , , F.F. (SEE PLAN) d INSTALL LINING t • Lu v MATERIALS PER c"n FBC-R P2709.2 4 16" MUDDED FLP, MIN. SLOPED TO DRAIN 4#5 CONT. = 1'-0" 1/2" = 1'-0 SEE PLAN TYP. SEC. 2 #5 CONT. 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB, HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART- FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 959A 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 CAP. GRAVITY lbs F1.0 V-0" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 F,p 2'-0" X 2' 0" 1.011 3 #5 E.W. BOT. 7200 F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0. 4 #5 E.W. BOT. 15600 F3.5 3'-6" X 3'-0" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 11•0' 5 #5 E.W. BOT. 28000 F4.5 4'43 X 4%6" VA" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 51•0" 1'-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" X 6'-0' 11-4" 7 #5 E.W. BOT. 61500 LEGEND INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING I FM14 I SECTION @ RECESS SHOWER 1 1/2" = v-o" I FM18 I TYP. STEP FTG. DETAIL ( 1/2" =1'-0" I ALTERNATE: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" „ -- ---------------- - ------------- FM19 I TYP. CORNER BAR DETAIL GRADE REINF. #5 CONT REINF. SEE PLAN SEE FIND. FOR QUANTITY 00 #5X25"X25" o CORNER BAR ONE N FOR EA. HORIZ. REBAR, TYP. U.N.O. j N (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) #5 CONT. 1-1/2" = 1'-o" FM23 I TYP. FND PENETRATION 1/2" = 1' - 0" STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'-4" 16" 16" 48" 48„ W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. d SPACING (O.C.) 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 4'-0" (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B ,i y FIN GRADE- 8" IN. TO TOP OF STRIP FTG. n s� COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF ` '"MIN. COVER I REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0' FIBERMESH CAN NOT BE USED AND -VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO y CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK n FILLING IS TAKING PLACE g.6• 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" " C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h * TALL (TYPICAL ALL CORNERS) p C' 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS " 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS 0 s a no, s2" FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS '6 1 c _ t M (O O 6-2•'r' III %H 00 I� (O r- 00 Q 2m LO 00 I"_ —s y 0 J W ��.„ �2.8_15G c - w a 2.15i'k W m;0S'� 4 -0 N `u- a W W Y V C v1: Sr _ r ✓ 13 .8 pyp 2 1O � v a'N. Z 0 Y �5 � N N �QQ,YI11 0;! W (n � Q� u uj _j J m aYy -6-Ty C E° S % '.�jN (yE fw M..l m m m =8� (n O ymm�y W � U J o F �' VAMMSENG.COM z o —0 z 0 O z a, Q J � _ L0 z ~ N I t!1 Ur m — -. Q) rn . — M aJ w U011 M C) J M ' VCD ~ L d) V _ i` !1 Sim c �? <C N O UA 4 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: z i2 LO w C14 / H U m 04 a C _j LJ Z J 00 U) Model Name / Number: 1820 Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-8332 Sheet: 3 Of: FOUNDATION PLAN W LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 4096 OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL 0 ch W' 2x6 WALL (FLOOR TO CEILING) I 2'-8" USE 2 RED HEADS TO ANCHOR WALL [F-M24.ILIALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 11/2" VTR TO SANITARY SEWER HOSI BIBB NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. COACH '\ LIGHT COACH LIGHT COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS COACH LIGHT ELECTRICAL NOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ CM $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 In U In J InTRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT in Lu 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 0 DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING Fi JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER MAIN DISCONNECT [j 200 AMP 200 = 2/0 COPPER OR 410 ALUMN. IN 2" CONDUIT DISCONNECT UNDERGROUND I I u 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 CO. N O CV C6 N 70 E to LO gw�no W to ti 00 pW g3��3 I- a M�i Ln 00 �# 1- E �w� �I ii uJ. LL A�, G �i y c� W d �m"- (0{ — Z D- �d w 0. Ld L L w S J 0\ O D- W y V u C >��p L C a N 0 O Y 6n.cnm Y. Waom2 m J J y= N I 0co ix V) 0 el 2 W �„E°Bw F° 4 . WWW.FDSENG.COIM z z 0 o z N O Q I I a 1H LO — cq r Z 0 co J � y 4LA C" LL Uj L: OW o U09L V) river � ry = m ►-- '-� M t .+' U `" o a)d rt Q cl 6 D dm DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: O z Lo LIJ N L- = m z F— �- O j Lu —ry z) t W VJ i n ♦I Model Name / Number: 1820 [V ♦ I Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-8332 I Sheet: � IOf: I ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net so Inches of venting needed equally for intake and exhaust 0 00 TOP OF BLOCK -FIN. FLR.- _ TOP OF BLOCK .1-- _ — 0 co FIN. FLR. - 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT 48" OFF RIDGE VENT W'DOW HEAD H T 00 ifl DBL 25 SH 48" OFF RIDGE VENT W'DOW HEAD HGT �0 L DBL 25 SH 12 �6 48" OFF RIDGE VENT TOP OF LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH W'DOW HEAD HGT 00 25 SH — - _ AN_F (2) 3050 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" 0 bo _R. 15 12 1 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "D" LEFT ELEVATION "D" SCALE: 1/4" = 1'-0" 0 bo �00 ip DBL 25 SH FIN. FLR. _________ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING P OF BLO,( 0 60 FIN. FLR. BEARING @ ENTRY TOP OF BLOCK 0 4 60 FIN. FLR_ 3068 DOOR W/ (2) 1068" S.L. AND 15" H TRAN. ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS 12 �6 Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2409 s.f. Total needed for exhaust for upper 1/3 578 net sq inches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 1 105 Lineal S.F. provided by plan 1 210 FALSE DECO. SHUTTERS SEE DET. ON THIS SHEET X 12 BRACKET ING Ilimii I'Mi 11MINIFER INIFEMNININI 16' X 7' 32 PANEL OVERHEAD DOOR FRONT ELEVATION "D" SCALE: 1/4" =1'-O" ININININ! FNINININI TOP OF 0 ip 0 LO FIN. FLR N . O N ai N (r 5 ca .i LL ,o p� x .FN a -I co 1� � w C Lo c0 r 1=-= N� J J J _§-Nm .�8m 3-- CJ O ti p{NZ W a azct� ' W � :08Lt)ca Z O O _ $ W 111 (N C4 -F O J J N MU D. we 'GO�W C) O 9?�� Z a c� r° WWW,FDSENG.COM El 0 ❑ Z o � N z a)(V < J � z m 011 �i CU �, '@"�• f'T3 � m O w us�n C C e, f) � M H J M U _ N E wca 00 8 F— yr .. Q (N 0 vn iQ � '--\,DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: z L¢� 0 04 M �L�2 00 Model Name / Number: 1820 Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-8332 Sheet: 5 Of: ELEVATIONS SEE DIET. T603 20'-0" MAX 20'-0" MAX \ FOR WIND < 155/C MI G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" 0 z LJ 0- S FOR WIND SPEEDS c 155/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 16/32".) IF 16/32" IS USED, THEN THE ALTERNATE BLOCKING IPEEDS 'H IVIDE 0 COMPLY OMENDATIONS ATING OF DGE DETAIL EQ. 4 q �T = R 0 z LJ O LU m Q � 4 EQ _ "X" DETAIL BRACE TB01 SEE -CONTINUOUS BRACING o 2 X ^ < BOTTOM 4 MIN. SEE CHORD DETAIL TB04— — — — — — e Q 2 0 O r-I � d W BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP 11 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 rltVviulCLJ, a eAI=MUD uvr_n 141 L.CM011 wro %jr 1nr ..r-o. 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 (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r � a�_ 10 76.03 HIP -37.02 -51.06 -51,06 -51.06 1 GABLE -37.00 -37.On -58.99 -52 99 -58.99 - ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: la32" EXP. 1 ('20) TJLF:12 32" EXP. 1 (4220) NOTE• mt 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 18' x 0.113'� NAILS e� M11111 Mw 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1E'32", SHEATHING SHALL BE FASTENED I (,8 �8 01, WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a;1 ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 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]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS $HALL NOT PENETRATE SURFACE MORE THAN '". O NAIL AT BASE 2 ROWS @ 4" O.C. w/8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. QQ STAGGER ALL VERTICAL JOINTS 8 NAIL @ 4" O_C. w/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER WI8d COMMON NAILS @ 4" D.C. (2) ROWS @ TOP & BOTT. O (2) Bd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. ---__T,___ I II II I II II 15132" OSB I I I 11 EXPOSURE 1 1 II D II SHEATHING I II II I I II I II II I II II II IX= II II PROVIDE BLOCKING I I I I I AS REQUIRED PER SECTION X-X IF NOT _ = ------- FULL HEIGHT SHEET = @ /(/} FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 1/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN I," (2)-2xTOP PLATE BEYOND 15/32" OSB EXPOSURE 1 /— SHEATHING -- ---------- ------------------- II II I I II II II I I I II II I 1 SOLID 2x BLOCKING F I I I II I I f @ ALL SHEATHING III III II II it I III II I EDGES III III II II III I I I I I I (SEE SECTION X-X) p� III III C III II II II I III II II I I 0 N � IL) ii i 11 D III OPENING it n III II -- LII I I II L---JL—— — ---J III --- --- --- --- Z III 111 II II W LL III C III x II II Il FL0� -- --- --E --- N I x fl n I III III II II I I III III -- --------,I II III II II II I II I II 11 II I 2.STUDSBEYOND. W o /III I I I I I II I III II 11 II � J SEE PLAN _J III I I I II I II I II II II 1 � � III I I I II 1111 II 11 II 1 II II I I III I I I II 1111 0 III III I I I II I I I I II I it I II 11 II 1 it I II it II I y III III I I I II I I I I --------L II I II N II I I—A---- /11 __ul_—__u 9.A P T RARE PI ATF RFYONr1 SF PLAN 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM „S„ = Nil SPACIN � 3/4" y I 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS MI N 2 X 4 B2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS E.A. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED VERTICAL BLOCKING SECTION X-X T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV D 3CAR TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING C1 - C5, C1V - C5V, D01S, D03S, E1, E7, L / R - 589 # or less HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" E7V, E7VP, H1, H7, H7V E1, H1 L/ R 330 #or less H10A/ PER TRUSS MFR 1040# (18) 10d x 1-1/2" (9) 10d x 1-1/2" A01 - A06, A09, A10S, K02, K03 L / R 812 # or less HETA16 / HETA16 1810# / 1810# 9 10d x 1-1/2" B01BS L / R 1220 # or less HTS20 / PER TRUSS MFR 1310# (24) 10d x 1-1/2" K01 L/R 1908#or less (2)HETA16/(2)HETA16 2365#/2365# (12)16d 12 16d (9) 10d x 1-1/2" A11S, A24S L / M / R 1001 # or less HETA16 / HTS20 / PER TRUSS MFR 1810# / 1310# 24 10d x 1-1/2" (18) 10d x 1-1/2" BOLAS, 1301S, B11S L/ M / R 689 # or less H10A/ HETA16 / PER TRUSS MFR 1040#/ 1810# 9 10d x 1-1/2" (9) 10d x 1-1/2" HETA16 / (2)MTS12/ (2)MTS12 / 1810# / 1980#/ (28) SOd x 1-1/2" A07 L/ M / M / R 703 # or less HETA 16 1980# / 1810# (28) 10d x 1-1/2" 9 10d x 1-1/2" (10) 10d x 1-1/2" (2)HETA16 / (2)HTS20 / (2)HTS20 / 1920# / 2620#/ (48) 10d x 1-1/2" A08 L/ M / M / R 1849 # or less (2)HETA16 2620#/ 1920# (48) 10d x 1-1/2" 10 10d x 1-1/2" TRUSS MANUFACTURER: DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 7/6/21 L = LEFT, R = RIGHT & M = MI DOLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE 7ARK TYPE CONNECTOR 5 FASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP ®FRAME TO HFTA16 w/ (9)10d x 1 112" OR 1810 HTA16 w/ (10)l0d x 1 1R" OR 1585 1870 MASONRY HETA20 w/(9)10d x1 V2" HTA20 w/(10)10dx 11/2" O FRAME 70 FRAME H25AW(10)8c NAILS ,,35 5fi5 R77Aw/(10)8d NAILS 515 586 © FRAME TO H10A wl(18)1Dd x 1 12' 1015 1040 RT16Aw/(17)l0d x 112" 895 1020 FRAME H10A-2w/(18)10dxl V2"AT2PLYTRUSSES 930 1080 R716-2w/(16)10dx11/2' AT 2 PLY TRUSSES 936 1060 O FRAME TO M7S12 wl(14)10dx 11/2" (AT EXTERIOR 800 990 MTW12 w/(14)10d x 1 1,2" (A7 EXTERIOR 1005 1195 FRAM[ LOCATION INCLUDE (3) 12d TOENAILS) LOCATION INCLUDE (3) 12d TOENAILS) OFRAME TO MGT w/(22)10d NNLS AND 5/8" A.T.R. wl 12" 03a0 3865 MUGT15 w/(28)- Dd NAILS AND 5/8" A.T.R. wl 3330 4495 MASONRY EMBEDMENT wl SIMPSON "SET" EPDXY 12- EMBEDMENT W SIMPSON "SET' EPDXV OFRAME 70 HTS20 w/(24)106. 112"(A7 EXTERIOR 1125 1310 HTW20w/(V)10dx1'/T(A7EXTERIOR 1285 1530 FRAME LOCATION INCLUDE (3)12d TOENAILS LOCATION INCLUDE (3)12d TOENAILS FRAME TO (2) HTS20 w/(48)10d x 1 VT (AT EXTERIOR (2) H7W20 wl(48)10d x 1 12" (AT EXTERIOR Q FRAMF LOCATION INCLUDE (0)12d 70ENA LS 2250 2620 LOCATION INCLUDE (6)12d TOENAILS (EA) 2870 306U FRAMF TO HGT-2W(16)10d NAILS AND(2)5B' A.T.R. "SET' HUI w1(16)10d NAILS AND (2)5l8"A.T.R. "SET" O MASONRY w/ 12" EMBEDMENT w/ SIMPSON EPDXY (MGT-3 FOR 3-PLY) 10690 wl 12" FMBFDMFNIT w/ SIMPSON EPDXY (HUG73 FOR 3-PLY) 7020 9790 OFRAMEIO FGTR w/(18)1/4"x3"BIDS WOOD SCREWS 4726 RFUSw/(12)WS3 V✓OODSCREWSAND 7100 MASONRY AND (2) 117 x5" TITFN HD ANCHOR ROITS '4400 (4) 3/4'x6' WEDGE BOLT (1) LG72 w/ (16) 16d SINKERS J1 FRAME TO & (7) V4"x 2-1/4"717FN 2 1750 2030 MASONRY SEE NOTE#6 BELOW J2 FRAME TO MASONRY/ (2) LG172 wl (32) 16d SINKERS & (14) 1/28)'6d 3500-M 4060-M (2) LUGT2 wl (32) 16d SIN KERS & (10) 1/4"x3"WEDGE-BOLT (2 3100-M 31 00-M '. 3240F 3770-F SINKEFlS 3800-F 4520-F FRAME SINKERS FRAME( OR (28) 6d SINKERS FOR FRAME (EA) FRAME,LY OR (32) 16d FOR FRAME (EA) J3 FRAME TO MASONRY / (?) I G73 wl (24) 114' x F SDS SCREWS & (8) 3/B" x 5" TITEN (2 PLY TRUSS) 4730-M 6570-M (2) 1 UGT3 wl (24) V4" x 21/2" W S25 SCREWS & (4) 3/8" x 5" WB (2 PLY TRUSS) 6480-M 7050-M 50'0-F 6900-F t6d SINKERS FOR FRAME 0480•F 7710-F FRAME OR (52) 16d SINKERS FOR FRAME (EA) OR (58) (EA) O BEAM TO HJ410 OPT HUC410 w/ (18) led 8 (10) 10d G#2680 HD410 OPT HD4101F w,, (20) led & (10) 10d G#308( BEAM NAILS U#1885 NAILS U*1950 70 HU410 OPT HU C410 w/ (18) TITEN G#4500 HD410 OPT HD4101F w, (20)1/4" x 3" G#I OBEAM MASONRY 1/4"x2 314" & (10)10d NAILS U#1800 WEDGE -DOLT &(10)10d NAILS U#850 BEAM TO HU46OPT HUC46w/(6)1Dd NAILS & G#1540 G93000 H046 OPT HV4614(6) 10d NAILS & G01625 Gl+201; 9 MASONRY/ (12)1/4" x 23/4' TITEN (TO MAS J U#980 J*1135 (12) 1.'4" x 2 3/4' TAPCONS (TO MAL.) U#1030 UAOO rRAME OR (12) 16d & (6) 10d (FOR FRAME) SYP-F SYP-M OR (12) 16d & 16) 1 Od (FOR FRAME) SYP-F SYP-M FRAME TO (2) HETA18 OPT (2) HE7A20 1920 1920 (2) HTA16 OPT (2) HTA20 'Od 1870 O MASONRY 1-PLY w/(10) 10dx 1 1/2" OR 2365 2385 1-PLY wl (10) x 1 1/2" OR 2430 2-PLY W (12) 10C 2-PLYw('.2)10d HTSM16 w/ (8)l0d NAILS AND (4)114"x2 1i4" 955 1110 HTWM16 w/ (8)10d NAILS AND (4) 114'xl 314" 1145 1225 FRAME TO 7A C NS WFDGGHBOLT O MASONRY OR HTSM20 wl(10)10d NAILS AND (4)1/4'W 1/4" 955 1110 HTWM20w1(IO)10d NAILS AND (4)'/4"xl 3/4" TAPCONS WEDGE -BOLT 1145 1725 OFRAME P TO H10S wl (8) 8d x112'NAILS AND (2) 3/8'A" 780 91U MASONRY TITAN HD D7T2Z wl (8)1/4" A 112" SDS WOOD DTB-1Z w/ (8) 1/4" x1 1/2" WS15 WOOD OMASONRY FRAME TO SCREWS AND(1)1/2' B A.T. R. EPDXIED w/ 1835 2145 SCREWS AND(1)12" H A.T. R. EPDXIED w/ 1510 1835 SIMPSON "SET"(SEE NOTE*4) SIMPSON "SET" (SEE 40TE#4) HTT5w/(26)16dx212" NAILS AND (1) 518"0' HTT45w/ (28) l6dX2'12"NAILS AND (1) O FRAME TO AT.R. EPDXIEDw/ SIMPSON "SET' 4375 5090 5/8"H A.T.R. EPDXIED W/ SIMPSON "SET' - 5005 MASONRY (SEE NOTE#4 BELOW) (SEE NOTE#4 BELOW) HTT4 w/(18)l6dx2TO" NAII-S AND (1)Sell 0 HTT45 w/(18) 16dx21/2"NAP .S AND (1) OMASONRY FRAME TO A.T.R. EPDXIEDw/ SIMPSON "SET' 3640 4235 5/8" 8 A.T.R. EPDXIED w/SIMPSON "SET" - 4'.60 (SEE NOTE#4 BELOW) (SEE NOTE#4 BELOW) O FRAME TO H1CS w/ (24) 1 Od x1112' NAI_S 785 910 WGT1*(28)8d xl 1/2'NAI-S 875 1045 FRAME TO HMBKT w/ (4)110cl 1/2" SDS WOOD RT16M w/ (9)10d x 1 112" NNLS & OFRAME MASONRY SCREWS & (5)1/4"x214" TAPCONS 760 780 (4) 1/4"x 1 3/4"7APCONS 1395 1395 TO VGT w/ (16)1/4'xY SDS WOOD SCREWS OFRAME MASONRY (1)5/8"9 A.T.R. EPDXIED w/SIMPSON "SET' 3555 4940 w/ 12' MIN. EMBEDMENT FRAME TO (2) VGT w/ (32) l/4"x3" SDS WOOD SCREWS O MASONRY 8(2)518'0 A.T.R. FP0XIFD wl SIMPSON 5170 7185 "SET' w/ 12' MIN. EMBEDMENT TO VGT wl (16) 1 /4'A" SDS WOOD SCR EWS 8 MUGT16w/ NAILS&(1)5 &H.T45 w/(18) OFRAME FRAME HDU4-SDS2.5 w/(10)'./4"x212"SDS WOOD SIBS 4605 10d NAILS&(1)Sl8"d A.T.R. - 4160 SCREWS & (1) 5/8" 0 A.T.R. OY rRAME TO (2) HTT5 wl (52) l6d'x2 12" NAILS & 4375 5090 (2) HTT45w/ (52) l6d'k212' NAILS _ 5005 FRAME (i)5/8"B A.T. R. (SEE NOTE #4J &(1) 5/8"BA.T.R.(SEE NOTE#4) 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / 3EAMS 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 EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SW #1 2"A" 107RJSS VERIICAL WEB w/(2) ROWS OF 10C NAILS @ 3' O.C. STAGGEHED 5. 12" MIN, A.T,R, EMBEDMENT (¢ CMU BOND BEAM U.N.O. 6- SCAB TRUSS CHORD w/4'0"2x SYP #2(MATCH CHORD LUMBER SIZE) w!(2) ROWS 10d a 4' FROM END&4'O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. AO MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL ROOF /FLOOR TRUSSES TO MASONRY WALLS/LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24" OR 32" DO. PENDING VERTICALS FOR ALL rLOOR TRUSSES PARALLEL TO MASONRY WAI I.'s SFF DF7AIL FB12S3.1 FOR MORF INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK)TO MASONRY WALLS!ICF WALL54_INTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" OG MAX. w/ (2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES N07 CONFLICT w?JI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR 1HUSSES IOINIERIOR BEARING WOOL) WALUBEAMI (2) 12d TONAILS pMINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM OMIN MAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARNG WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION, 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER 1N FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST -04-METAL DRIP EDGE C.M.U. OR ICF WALL xSUB-FASCIA SEE TYP. WALL SEE TYP.�—ALUM2 ALUM FASCIA SECTION 2x BLOCKING NAILED 2x2 #2 P.T. MIN. FASTENED TO TOP CHORD OF EVERY PER NOTE 2 BELOW. OTHER TRUSS W/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP, (**) (***) BLOCKING W/ (2) 12d NAILS CONTINUOUS SOFFIT G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148"x31/" AT 16"O.C.) 1. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAION DETAILS (**) ALUMINUM SOFFITS > V-4" BLOCKING REQUIRED. (***) VINYL SOFFITS > V-O" SHALL HAVE FOR SOFFITS < 1'-4" MID BLOCKING NOT REQUIRED MID BLOCKING PER 13704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=110" r I/` f. E t, r-1 N O ' N / M / N �i LL � w ii � m crn m IIl (,,, rL (D � 00 LA I`_ CO 5 1'7 r,9�tl IN .-4 c N [5 l Q U,CWbo JJ LL LL LJL 4'Wsm � N to Z �myc w a a Y IL W = NSW 13 Z„� u crr000O .r>wc3aoNm•ao�, pCp Watll Ell LL:,Wmd1 : O DJYJ 4 a ;wp , G N C4 a Q O 3ILmw �l,l,l8 13 6" Ln O Yl= V J (n 11 IJ WWW.FDSENG.COM U � z Sz o z Q LO Z N Call V✓ — lLL w -p � a V w e ( ,_ c (q F �s M CC5 J U N E Lu b U Az00 '. �I 00 U cn O N —I Q N 0 ao �W c1 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Ivi Job Information: ry V z LO LO W � 0M z �I�mC j O co o MJ rL W V ♦ Model Name / Number: 1820 ♦ I Plan Issue Date: Friday, July 23, 2021 ♦ KA PROJECT NUMBER: 21-8332 I Sheet: � Of: I LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — 11113'��.�� NON-SHEARWALL TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE 45 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. �SIMPSON SP4 W/(6) -10d X 1 1/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS 2x TOP PLATE PSTANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC, W/1 #5 REBAR VERTRIOR BEARING WALL RIOR SHEARWALL RIOR FRAME WALL 8" C.M.U. 2"x 42 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILT] TIX-DNI NAI LS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03I r nnlvr� / ur.u/ ..r I N.T.S. aenc+nnlov nnnlnlCl�TlnNl nGTAII #5 REINF. BAR 1> #5 STD. 900 HOOK SCALE: 1"=1'-O" * GRADE 40 U.N.O. 20" MIN. LAP #3 OR #4 REINFORCING BAR #� & #4 LAP SPLICE 25" MIN. LAP #5 REINFORCING BAR #5 I AP SPI ICE " MIN. LAP #6 REINFORCING BAR 96 LAP SPLICE I MS05 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 23/a" 12" O.C. 1 2 x 6 1/4" X 23/4" 12" O.C. 2 2 x 8 1/4" X 23/4" 1 1211 O,C. 7771 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, (PRECAST w :LINTEL w 1 (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN 1 i FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4-X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11 12x BUCK DETAIL I N.T.S. I LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 D 3CAR STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE (1) 171-411 950 172 405 92 8F16 - 1B / 1T (min.) 2 71-611 2661 171 1624 89 8F16 - 1B / 1T 3 41-611 6113 133 2707 81 8F16 - 1B / 1T 4 141-011 1002 168 560 154 8F16 - 1B / 1T 5 31-611 6113 770 3524 399 8F16 - OB / 1T 6 71-611 2661 770 1624 399 8F16 - 113 / 1T 7 41-611 6113 770 2707 399 8F16 - 1B / 1T U8. 91-411 1843 172 1 1136 1 92 8F16 - 1B / 1T (min.) O O O S IQMAR AT Top HIN. (V Fsia -112, CLEAR W GROUT •,� I 5 Risll AT BCTTO'" O OF Lll CAV ITY fiOTtOH RFINKORGING '-6/a"ACTUAL PROYiDE7 IN LINTEL YAR'EEJ •` NOMINAL Lil TYPE Dc816sN4TIOT 1 r - -,LLm iri, GROUT / U . aNrlu.m GUAN'I't CF •5 REAR AT 60"OH 0= LINT(_ CAVIT" S�lro-18/1T NO-INAL Ill gUANTITT d" 5 NOM'.NA- l4l J REESAR AT TOP MATERIALS 1, f'c precast lintels = 3500 psl, 2, f'c prestressed lintels, =6000 psi. 3. f'c grout = 3000 psl w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 osi. 5. Kebar provided in precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A615 GR40 or GR60. Prestressing straid pe•ASTM A416 grade 270 low relaxation. 7, 7/32 wire per ASTM A5t0. 8, Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed,'oinls. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architecture and/or structural drawirgs. 4. Lintels are manufactured with 51/2" long notches at the ends to accommodate verical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and forger w'th a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. T. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. S. Cast in place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI b30 10.Lintel min. depths are called out on fintel plan. If contractor installs a deeper Ill ;han indicated on the plan, doing this Increases the strength of the lintel and is approved without engineering letter. if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minirrum 4" bearing. Exception: Safe loads far unfilled lintels must be reduced by 209G if bearing length is less than 6.1/2". Safe loads for all recessed lintels based on 8" nominal bearing. d. 2, N.R. = Not Rate S. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grace 60 field rebar 5. Additional lateral load capacity can be obtained by the designer by providing adderal reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads frarn the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8• For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads it units of pounds per linear foot. PRECAST "U" LINTEL w/ 3000PSI CONIC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n n n ANCHORS (TYP.) ----► I:I i.l r REBAR ON BOTH SIDES 01 OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W1(1) #5 BAR FOR ALL WINDOW OPENINGS G'•G" AND LARGEI GROUT SHALL BE FLUSH WITH TOP OF WALL 10" �STD.90 HOOK HOOK --t;--1W9 STD. 90 DEGREE ANGLE 3000 P.S. CONC W/1 #5 D REBAR B"x8'x16" CMU U,N.0. SEE FOUN.)ATION PLAN SEE FOUNDATION PLAN FOR LOCA' IONS nla Zlw a a ~n CV W - � Q TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FTG, TO BEAM WITH 1 #5 BAR MIN. / I (V 0 N C 67 'L LL I [N[ P L_ O N LO 00 l C a m w a ra aic;;uu o��iia5 ��Lo ,,, apT� Q LQ 00 #k �o • M p NrI N 6 O1 J J J LL LL U- -W� 0Cc W ai `gym �� o�,m �ONra (pcnmco W n- Ll 5 � y�jj „fq y�y N'a A 2 =� � �N~O z o 1.— 9 tw�i �n yV37N o=mod WW m O W O J dW W00 rn 2N �d LLC'! 07 m •� a e 3 p @ U o I— to d M N L W U ? fn y WWW.FDSENG.COM 11 0 13 0 Z o O Z N Z 4) CN A Q ar `BLS J � a U) Z N i I V) `Ll. ��-•of)j W C L W co t6 0 0006 �M V) _ C lyi -('000 U �N E00 00 y� = OO^UVl U U)O LO� o Q N0W 4m 111,�-�DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ Job Information: 0 F- �� 0 r-4z LS7 W >n ¢ °' V 0 J W (N t LL _I m Cn t!� ♦ Model Name / Number: 1820 TYP. DOWEL 25" ♦ Plan Issue Date: MIN. LAP (ACI 530) Friday, July 23, 2021 ♦ KA PROJECT NUMBER: 21-8332 Sheet: swim Of: ALL ELEVATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END— W/ (2) %"x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. ' ` �`� ' ° •'' (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN o �' FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o SECTIONAL O OVERHEAD DOOR` CONT. P.T. #2 o t' :'. WOOD SYP2"X6" TRIM o :��• .•::.�:;,�.r :;: ..' 2"x6" P.T. WOOD JAMB -- -- a- •`• O DOOR AND CONNECTION PER " N GARAGE DOOR MANUFACTURER GARAGE SLAB 04 TYP. GARAGE DOOR TRACK MOUNTING DETAIL NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS "- DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. N N (0 L0 z o.v co m m � „ LLn I* � 'fitk o 4 M W im N J J J LL LL C ,� C m z W sm�ti W 7Nh G ll.1 D_ W i Vw W BLOWN -IN R-30 INSULATION PER FBC a z Y AND ENERGY FORM SUBMITTED WITH 4� 3 T W r o Z M o = �m o r- 3 PERMIT APPLICATION PROVIDE BAFFLES c n r v W a m °p - � wc� a UI "o 5`,1� m —BLOWN-IN R 30 INSULATION PER AT EAVES (FOR VENTED ATTICS) LO m f. N FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OR b S O 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) vi-d 8 ir� 0 �? _ a v PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT - CIO U J SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1.1 OVER APA £ 1 . V4M.FDSENG.00M ❑ ❑ ❑ 45 FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD ROOF SHEATHING -SEE SCHEDULE- TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR U UNDERLAYMENT ' SHT'G &FASTENERS. z OVER APPOVED PER FBCR 905.1.1.1 OVER APA z N PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- RSH - ON FRAMING SHT. FOR [ ) TRUSS ANCHOR (SEE PLAN) FOR N z QQ Q " Q ('-1 TRUSSES @ 24" O.C. SHT'G & FASTENERS. _ _ _ SEE PLAN _ cn 5/8" OR 1/2" DRYWALL ; . BRG. HT. TRUSS ANCHOR (SEE PLAN) HIGH STRENGTH CLG BOARD •° ` ? METAL DRIP EDGE -i — LO z 04 i TO BE INSTALLED ON OUTSIDE FACE FELT PAPER OR • � � 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP V) O "' TRUSS PLATE :. 3/4" P.T. NAILER SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR w -15 4x4 w/ 2x4 POST UNDER EA _ 5/8" OR 1/2" DRYWALL METAL DRIP EDGE HIGH STRENGTH CLG PLANS 1/Z" DRYWALL f r' 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. " NAILED w/ 8d NAILS @ 6" KEEP IN 3/4 FOR SHEATHING ,U [ ) M �j� O u' u(�n '� BOARD 2X SUBFASCIA CURTAIN NAILER n LINTEL BLOCK 1 x 4 P.T. @ WINDOWS h O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. m 7 CONNECT ALL 2x STUD TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. 1 x 8 P.T. @ S.G.D. " 3000 PSI CONCRETE SEE ELEV. " (TYP.) ALL SIDES / (TYP.) FRAME FOR COR- v.� / OO /� NERS FOR NON LOAD U = cw E 8' 16d TOENAILS PLANS PRECAST "U" LINTEL N SEE SCHEDULE n a ��° \ BEARING SIDES NAILED \ ~ � ' 1/2 DRYWALL SEE PLAN FOR HEADER SIZE " u / ,�°• ° °• °' c W/ 16d NAILS @ 8" O.C. (� � o � o o � NMI= Q N O bD 4m J J Qp\Ln \\ / `��; �" HOMES OEaON: 15/32" OSB EXPOSURE 1 ON O.H. EXT, WALL W/ ALL EDGES BLOCKED. J 1/2" x 8" J-BOLTS \ / �V TYP.)4 COURSE HIGH A.F.F. (1) CENTERED EA. ( MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T613 FOR NAIL ATTACHMENT. � � � CMU BASE FILLED W CONC SIDE w/2" WASHERS � / / FLORIDA CONTRACTORS LICENSE NO. CRC1330146 PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n —FILL CELL -(1) #5 DIA. (TYP.) w/ (4) VERTICAL RENF W/ HOOKS INTO FTG & AT TOP NAILS AT 8" O.C. ALL BEDROOM WINDOWS, REBAR W/ 3000 PSI PLAN Al -Al OF COLUMN 3000 GULFBREEZE PARKWAY " CONC. ALL LOCATIONS GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN H SHOWN ON FOUNDATION &FLOOR PLANS (G.C. TO VERIFY W/ FLOOR PLAN N DIVISION LOCATION: PORT ST. LUCI E LOCATION OF OPENINGS IN N SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL • w/11-10d TO BEAM FOR BEAM SPEC. Job Information: STUDS ARE REQUIRED). & TO FRAME BELOW NOTE; 44" MAX. SILL HGT. ON ° ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW r W/ SCREEN WINDOW STOOL ri ' —CEMENTITIOUS DECORATIVE PER SPECS „ PRECAST CONE SILL ' FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 u r —2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM 1 EXTERIOR FINISH - , 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) Z N C 0 FOR NAILING INFORMATION FOR APPLICATION R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. ZX #2 SYP. BASE PLATE FTG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 17" IN CONCRETE - 25" 1 x 4 P.T. 530) ABOVE � � 0 � 0 ,0, c C7 AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACI SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 cy S' WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END -SEE WS07 SLAB, ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN POST OR 4x4 POST w/ 2x4 UNDER Z "� .. � i45 WOOD BASE • ' EACH END OF BEAM ( V � FOR TERMITE SHIELD SEE FOUNDATION PLAN , SEE FOUNDATION PLAN FOR , O M W � c9 O FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP OF SLAB _ NOTE: ,' 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE � , • v / v J ♦ Model Name / Number: *AI - co INSTALLED ON INSIDE OF C0 GRADE GRADE COLUMN. DO NOT BE I _ STRAPS UNDER PLATE. vo 1820 CLEAN p N :SEE PLAN FOR o PLACE STRAPS IN FILL CELLS W #5 REBAR / a (TYP.)4 COURSE HIGH CMU BASE ' ♦ Plan Issue Date: COMPACTED qa • • ; RE -BAR QUANTITIES ° , ` ; �, ° �. �; • •' �.°` FILLED w/ CONC - SEE PLAN FOR Friday, July 23, 2021 FILL ° , •; ��.; • ° : ° °° •: • • • •: ° ° , • SIZE. TOP OF COLUMN BASE KA PROJECT NUMBER: SEE FOUNDATION PLAT* SEE PLAN SEE FOUNDATION .` 16° FOR FTG REQUIREMEN" S PLAN 21-8332 ° NOTE: DETAIL CDi1 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4" = V-0" DETAIL - UNLESS NOTED OTHERWISE CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. S=2 WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = 71-0. TYPICAL FRAMING DETAILS (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148% L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L= 3-1/2") OR EQUAL (D = 0.162". L= 3-1/2") OR EQUAL N) ADJACENT 3.)D 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 NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN 1 1/2" CONTACT FOR FOR FURTHER INSTRUCTIONS . • FILL 1ST. 4 COURSES SOLID W/ GROUT. (NO REINFORCEMENT REQUIRED) F.F. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED DCD QInr IKITl1 r`NAI I AT JACK TO HEADER, NO BASE EDGE VIEW /16" O.S.B. A. SIDE X BLK'G. 0 O.S.B. //2-8d A. END CONNECTOR REQUIRED EINSULATION AT EXTERIOR SP4 AT (3) 16d SEE PLAN WOOD FRAME WALL PER FBC 24" O C COMMON FOR WLL AND ENERGY FORM SUBMITTED NAILS(TYP) � HGT. WITH PERMIT APPLICATION CMU— M • • • LOCATION 1 ■ . ■ 4 � • II I � ► I .d TOENAILS ► EACH END TYP. !2x4 SPF CONTINUOUS• ! ©ATTACHED TO . OSI3 :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE �•'R SQUARE TRANSOM BOX HEADER--j EACH END - iffieffiIIIIIIIII 1I ! . WINDOW OR DOOR OPN'G i-CMU PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH w/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) 2x4 STUDS" U,' PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2„ x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED TOP PLATE TRANSITION PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT. in NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 2 ROWS 12d @ 3" O.C. OUBLE 2x4 TOP PLATE 4e MAN 2x8 STUDS-, PER PLAN (SIM. w/ 2x6 STUDS) LE 12d TOP SPLICE 2 ROWS 12d @ 3" O.C. OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4" =1'-0' * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 101-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH I5 LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE STRUCTURAL SHEATHING 1 CUP 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 I KNEEWALL @ ENTRY FRONT WALL 1 3/4" = 1'-0 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 I BEAM @ RAISED ENTRY MASONRY WALL N.T.S. o N !' Ch N 5 A (6 LL ."__ • L fA r0 m �r #.r it co v 0 o as _ � yyyG�y 0 1- 000 In cD I- 0 604 J J V o 6 0f �1 N`�10 .J W LL LL N�c- 0 w p (A�Nt13 �� W W 0- �� 2116,< o 0 Y 3 a c W-r- w(n is Im � 0 J J in co 22�u m m aIL�� 2 O L m m m -Z W 0=� ° WWW.FDSENG.COM ❑ ❑ ❑ z z 0 - 0 0 z 04 10 Z CV J 3 a Lo �✓ r cq N 0 1 41 W � oco f— J Ct3 U N E °p_ 3 ci c go � Q N O w �j m �\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE vi Job Information: O z� 1 , (1) L0 L0 W in Q 0 °' M� v a — J W Z) o t Model Name / Number: ♦ I Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-8332 I Sheet: S-3 Of: I MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2" = 1'-O' WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH) SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ -- SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP TO BE LESS THAN , (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 450 - MINIMUM 2"x4" '"- 8d NAILS @ 4" O.C. IF> 9" CONT. 2X4 #2 SYP / CROSS BRACING �� 8 O.C. EA. SIDE � (SEE PLAN FOR - � -'� ' ` a-' . -- WADLL AND ROOF SHEATHING, SEE TB13 LOCATION) ' `BLOCKING FOR SPECIFICATIONS 2x4 SYP L BRACE FOR _ 'J 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. APPROX.8" FROM RIDGE 2x6 SYP L BRACE FOR ,^ ` THEN 4 O.C. AFTER. NAIL w/ 3-12d @EACH END & @ GABLES 6'-0" AND TALLER. . CROSSING AT 450 ANGLE. ATTACH L BRACE W/ (NOT REQ'D WHEN GABLE IS 12d NAILS @ 4" O.C. 4' .1" OR SHORTER) FASTEN (1) SIM ON HGA10 CONT 2x4 SYP OR SPF SPANNING (4) BRACE CONNECTOR FROM GABLE TRUSS TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d , w/ 312d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS PER JOINT ' ` 1ST 4 BAYS) TO TOP PLATE w/ CONTINUOUS LATERAL BRACING [ 16d NAILS @ 4" O.C. 2x8 T. PLATE 1/2"x8" ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN 2x4 SYP OR SPF BLOCKING _ 4 BAYS AT 48" O.C. MIN. BETWEEN TRUSSES @ 48" KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS - X-BRACING 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING TRUSS w/ 3-12d NAILS EA. MASONRY WALL SYP w/ (3) 12d @EACH END TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE SIMPSTB01 .�� 10-iOd N 1/2" PLAN`10-14dx11/2" NAILS `FASTEN ZT TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S° (1) SIMPSON HGA10``@ 48" O.C. w/ 8 1/4"x1 1/2" SDS WOOD SCREWS GABLE NAIL TOP OF " BLOCKING w/ 212d TOENAILS MI PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d CENTER LINE HIP/RIDGE, TYP. -FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 112" NAILS NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE CN N O N TYP. CN N /N4/111l A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. �' ?' WOOD TRUSSES AT LEAST ONE TRU— SS 6" OVERLAP A TRUCTURAL PACE >71 ------ G.T. SHEATHING 6 ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 Li TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSES HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d '� � ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SEE *SPACED AT 10' 0" MAX SYP TRUSS BRACING _ a h to � 00 � PLAN-9= " W = F 'n M t- o� 3041. Mto Tk X4 BLOCKING 2 C G � � U8 dm - L U- w RU�L M a BETWEEN TRUSSES HIP TRUSS GI Y a - P "� W SFCT. A Ag y ��a■■ IV SNj y � C� � rwi JIL c�N � (Y 5 N O .9 TB03 HIP /RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVER LAP DETAIL TYP N.T.S. y° A W 0 W OR o W pp J fn ~ 3 N M Q < F- LL -j n OV x w O NSe. W U J N El h- WWW.FUSENG.SENG. COM ❑ ❑ — o � TRUSS NOTES: Z o 0 Q I cn 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 _ LO z N t 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 OUT CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 41m cn '0 w 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. (� i w �t7a 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. ' SEE TYP. TRUSS BLOCKING DETAILScq SHEATHING w O U r 00 _ 70 N 3 TO 4 TRUSS 2x4 AS SHOWN C 0 0 - Q TRUSS SPACES DIRECTION Sam Q N O % 1Y ° RUS DAMS HOMES _ VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE (2)-12 NAILS W/ (4) 12d TOP &BOTTOM OR H5 SEC ION TRUSS TO EA TRUSS OR HCLR/LL IN PLACE OF (4) SOD Ti FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED @ RAFTERS GREATER THAN 8%0" B-B 3000 GULFBREEZE PARKWAY SEE PLAN DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 OUBLE TOP PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS VARIES w ROOF DIVISION LOCATION: 2x STUD WALL SEE PLAN SEE STRUCTURAL NOTES AND SLOPE . / • • PORT ST. LUCI E • \ \ / NAILING SCHEDULE FOR (4) 12d NAILS CONV. FRAMED RIDGE \ / / SHEATHING DETAILS EA. END Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 BILKING. NAILED ® EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER B \ \ THAN 8'-0" \ 2x4 SPF BRACE � \ @ 48" O.C. - NAIL w/(4) 2X4 SPF BLOCKING/ COLLAR TIE \ \ 12d AT EACH END & \ @ 48" O.C. MAX.w/ ' 40 ll EVERY rd SHEATHING ---_____RAFTER \ \ ALTERNATE DIRECTION (3) 12d END NAILS ON CENTER ER�, \ \ EACH END , 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT. EACH BAY TB / / TRUSSES a a B 2X4 SPF W/ (2) #7X3-1/2" DB WOOD SCREW EACH TRUSS / / SEE PLAN ,'� ,'� , , w to 1I' BLOCKALTERNNGING OR H5 @ 48" O.C. / / 5 � M PRE-ENG. TRUSS �S o -' CONT. SHEATHING AT TRUSS TOP \ / / c0 T-1 ■ ■ ■ ■ ■ ■ d STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. CHORD ATALL � 70O � co SEE PLAN FOR CONNECTION - SIMPSON A34 OR \ \ / / TRUSSES , , ' N B BLOCKING KING B 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-O ON CENTER \ \ / / ,' , Mw�/'��J� 00 t� O 00 ( / �+ TRUSSES NAILS @ AT8-0" TRUSS \ A / 2X4 SPF BLOCKING EACH END MAX 2x6 RAFTERS @ 2'-0"O.C. BETWEEN TRUSSES X '�' VI Model Name/ Number; MAX. w/ (3) 12d COMMON • • TOENAILS RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / • \ /• \ \ (3)12'dOEA. ND (TYP.) ' • � • 1820 V` (SEE PLANS FOR TYPE) 4 FT @ 2'-0" O.C. MAX W / (3) 10D SEE PLAN CONC, MASONRY COMMON TOE NAILS TO RIDGE BEAM SIMPSON HGMA10 Plan Issue Date: STEEL OR WOOD 2X4 CONT. AT BEARING SUPPORT 1/2" GAP @ 4'-0" O.C. MAX. T & B CHORD TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Friday, July 23, 2021 KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING EXTERIOR INTERIOR �. SEE PLAN FOR MORE SHEATHING INFORMATION 21-833 2x4 S.Y.P. @ 16" O.C. 8" C.M.U. SEE PLAN FOR REINF. Sheet: � Of: T11306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. T11315 EXTERIOR NON -BEARING WALL DETAIL LT-S-j T11314 I NON -BEARING EXTERIOR CMU WALL FN.LSj, ROOF FRAMING AND BRACING DETAILS 91 N. M r� THERMA-TRU INSTALLATION�� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therrna-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4u EMBEDMENT INTO THE MA SONRY JAMBS. SPAC EVEN 6" E 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES r 3PAC EVEN SINGLE DOOR W SIDELITE n 6' SPACE WENLY J" SINGLE DOOR W/ SIDELITES n,r Fi° J J I a 6 3r, LOCATION OF BARRIER TO BE 1'-091 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O TOP OF SLAB 00 i - Ir - it I 0 o it v1 • 16" MIN. DIAMETER .1 ° d•a I CONCRETE FOOTING PROTECTION BARRIER DETAIL. V — N.T.S. 12 SPACE EVENLY SEALANT LI NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. { OecK Line valley by centering �o°ao aa8%s 36'" wide CertalnTeedWin GuarF ar ,yys�e O aterprootirgs Ingle nderlaymentc 7?,b' S Vodetta p �4ap quivalent direr to ol � Coosee Godtse `�`� 5 Atr 3C GoUtS � Rake Zrd Metal o not nail within D ' n rip 22 Embed each shingle Edge ; valley centerline a 2" r wide strip of asplxalt r raging cemem. , ��. ct,t 2° I diagonal) off upper Save 7" orne ofytrimmed• pieces to use in 5thtuurn I" Cut shingles 2" back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT 00, SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH I6GA LOCATIONS) MINIMUM OFFAND ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF SHINGLES FFLASHING COI\17 / FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FLASHIING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KN EEWALL INTERSECTION -Extend the shingles over 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 AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/161, x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTAC H M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU t;' ; �\ THE W'DOW FRAME INTO MASONRY a JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2" MIN. EMBEDMENT — 09 WOOD SCREJ k TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Ewe R905.2.6.5 DRIP EDGE. PROVIUE DRIP LUOL At EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM OF3in (76cm). [AVE DRIP EDGES SHALL EXTEND Pain BELOW SHEATHING AND EXTEND BACK ON THE RDOFA MINIMUM OF 2in. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE ''.NSTN-LED EITHER OVER OR UNDFR THE UNDERLAYMFNT. IF INSTALLFD OVER THE UNDERLAYMENT, THERE SHALL RE A MINIMUM 4in WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE MECIIANICALLY FASTENED A MAXIMUM OF 12':n ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION 11301.2.1.3 S 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (0,058 mm), DRIP EDGES SHALL BE MECHANICAI. I FASTENED A MAXIMUM OF 41NCHES ON CENTER Maximum Fastener Spacing Wall framing: (lambs, Head and Sill) #2 Spruce/Pine/Fir a B' 8" 8" 8" 4- Or Better Silicone #10 xl-1/2" � _ _ Screw % / I __ i Minimum I I Scree Penetration ! II r Glazing Bead- k `Mounting I 1fII Fin' C ross Section View Exterior View of i I, Fixed Wirxjwv Y. I I Mnimum r-- I Silicone Exterior Sheathing Note: We strongly recommend the use off/ashtng and/or flashing tapes and sill pans as stated In AS7M E2112-01, However, due to variation /n codes and bulid/ng types, It is left up to the end user to determine the proper Installation of these Items, jr, ::inv cp be n N led � 5 i f 1 ns : it c ., SC : ..7...: t'hr "u,"p to Step 1 Measure to be sure the opening is 3/8" to 112" larger than the window size both vertically and horizontally. ' You may wish to pre -drill the installation holes in the fin at this time. the hxAes In ire mouI lln as Viievare riot necew&# aid 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 wait sheathi . 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 shirrs under the sill, adjusbrg them untl the unit is plumb in the opening. Shims should be installed Corder the sill every 2 feet. The window should be basically centered In the opening with no more than 1/4" gap between the window and wall framing. Step 5 Install a #10 x 1-1/2" screw 4" from the caner of the fin at each end of the head, sill and both lambs. Step 6 Install the remaining fasteners In 8" increments from the cornier screws to the center of each frame member. Use care not to over - tighten the screws and pull them through the fin. Also, make sure the screws go in straight and do not cause the frame to tow, Wall framing should be a minimum of #2 SpruxrjPke/Fir. Fasteners should be #10 screws of sufficient length to achieve 1-3/8"penebration into the wall and no less than 1/2" from edge of framing. Fastener quantities needed in each side of frame to achieve 8" span of Frame Member 10" 18" 26" 34" 42" 50" 58" 66" 74" 82" 00" 98" Number of Fasteners 2 3 1 4 1 5 1 6 7 8 1 9 1 10 1 11 1 12 1 13 Step 7 Remove excess silicone "squeeze out" from around the fin and Inspect for tholes or voids. Use silicone to fill any voids. Step 8 If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, dres must be the Step 4 Since these windows are typically used In rooms with high moisture, k; bathrooms, it Is recommended that the interior gap between the window and wall framing also be sealed with silicone and tooled so as not to interfere with the installation of wallboard, file or trim. Step 10 Once all construction Is complete, remove the bubble wrap from the Inside and outside of the window. If necessary, dean the blocks with a mild deter t 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: DADE 1st Choice 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."Off-ridge vent" I 1" FROM EDGE AND 4" O.C. TYPICAL MAX. ROOFING UNDERLAYMENT N to Nr O 11 00 ti a g° o W to 00 G C W C L9 � c 3 E c ao t„i 0 2 O) ILI ILL LPL �nz, Lu aT 8 m j I� N ram. G LiJ �- e n t W Y M JJ R, m o� w 3 nnmr6h sy mLm Z O m�'Qw 2r2 e�la xr O co p3 ^' a� O 3 �CLyCn 1ff Wx`?i7Cm Z� �WM'e d a a IL F a o� ir (1) O , W§ IT ,Approval WWW.FDsrNG.COM El 1:1 El a FL30310.1 z o 0 o z a Q CL to z CAM! FL21580.1 R 2 t� 2 0) WQ) 12 w a 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R9 0 MPRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH I N V — M m uuaa R905.1.1 V I J0 Iu 2 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA, x 8" "J" BOLTS 537 w 2nd Choice +30.0/-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL +67.0/-67.0 THERMA TRU-CORP. SOLID FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) Sidelights THERMA TRU PLAT PRO Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD Alum. reinforced n_ -1 r+t_ _: _ _ I I MI WINDOWS & DOORS SERIES 440 SGD �,��,I= Vi c y t /y cc'm r— -Co m R'1 U _ N E LL 0 o 0 f �00 v _ 0 00 U DO o d mo Q o ago w `i . (., Q'm FL16546.8 FL15279.84 FL20461.11 �L �C\ '111111"AMS HOMES FL20461.12 FL20461.1 FL15215.2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY FL20461.2 FL15215.2 GULFBREEZE, FLORIDA 32563 FL15332.4 DIVISION LOCATION: PORT ST. LUCIE FL15332.12 vF Job Information: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, 1,h" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.9 Single Hung (fin) 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 (flange) FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF 3540 SERIES +50.0/-50.0 MI WINDOWS Single Hung (fin) SUFFIENT LENGTH TO ACHIEVE 11/2" INCH MINIMUM EMBEDMENT FL17676.2 MI WINDOWS 3500 SERIES Single IN WOOD SUBSTRATE. FLJ-7894-4 O Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONIC MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1' M-1926 Horizontal I MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MI Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11/4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/.71.6 KAYCAN LTD Standard vinyl Staple 10 on center in direction Plygem / Variform Double 5 standard Plygem Double 5 standard vim I Double 5 standard (vinyl) 10" sta les solid 144 vented -145 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS I Storm Panels I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 561_26 Name: Luis Pablo Torres Certification Number: Fl. # 87864 Name: Certification Number: Z W N M � 0 J W/�� J oo Cn try `o to N LL FL 18504.1 FL 15804.2 FL18644 R-6 Model Name / Number: FL16503.4 R5 1820 FL12194.1 FL12194.2 Plan Issue Date: Friday, July 23, 2021 FL16293 R3 VTKA PROJECT NUMBER: 21-8332 Sheet: S-5 Of; MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS TF SELF -ADHERED FLASHING WEATHER -RESISITIVE BARRIER ^' D UP WEATHER 'ISTIVE BARRIER & ;PORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY6IN. \WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) )HERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"• 1 " BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR FLASHING WIRE LATH HEAD FLASHING TIE IN INSTRUXTIONS: I / - 1. Cut, fold up & temporarily secure weather RIM JOIST resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING resistive barrier ) ) PAPER 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 O Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW WPM EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER WP03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE i- SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING SEE DETAIL WP01) LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER SELF ADHERED SELF -ADHERED FLASHING, `• (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAP ASSHO N) POSE FLASHING VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF / 1 THRESHOLD MECHANICALLY FASTEN AS 2 3 NECESSARY IN CORNERS THROUGH SECTION A (SEE DETAIL WP02) SELF -ADHERED FLASHING n II DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SELF -ADHERED FLASHING \H0.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD NAILING FLANGE SELF -ADHERED FLASHING 0 0 0 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 ERIOR IT. FIN. .DING PAPER ,PE n : 12.0 in cm : 30.5 cm) E LATH -DING PAPER ,F-ADHERE D FLASHING JDOW UNIT 8 WPM SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHERI U SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL 1 2 WP05 1 SELF -ADHERED FLASHING PATCH )HERED FLASHING 2 5 4 6 7 SELF -ADHERED FLASHING INSIDE CORNER eta', u 4... �z 5 Q APPLY LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W P D V ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P 09 INSTALLATION OF THE SUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3in: 12.0in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 8 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER O WP12 FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described In Section R703.4. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. PRODUCTS DETAILS asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 for Tye Water -resistive barrier. One layer is No.ive barrier 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 BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, when: 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 Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the warier resistive barrier is directed between the layers. numbered Items In the IISt Of instructions below: n Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or Install self -adhered flashing order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, 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 embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's Scoring cuts Instructions. AN flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of 5. Remove all release paper per standard installation instructions and 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 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, Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in 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 flashings shall be installed at the following locations: 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 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 exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically 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: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built -In gutters. Cement Plaster in accordance with ASTMC926 over wood 2nd floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing I-- Keep top edge of weep screed 2" below top of block - Vulcum Caulk bottom joint only - Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed -1/2" Cementitious Decorative Finish - All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish 2 1 /2" Perforated Flange 1 /2" Weep Screed Install bottom edge of weep screed 1" below finish floor �y N O 04 c4 1 CV tCs li N W t 1 E.. a a z m 3i a9 �. t ';. a N (D IO w ti w` _ N W m n 00 uO 00 1 3 n N g M m m & 46 (j o Cbp M LLi LLi uJ- ,f? « 0 w a n ,p 4)0 -mq g 0 - m 7 N i1 rl.r �. W_ N Y Q W W W Ci J s rn Vi d LU 3 9=p+ �` 3 zLcO15 0 o i O Y 7 'Tj Wgy We a) oLU L a3Noi LN Ia vU m Q Q $mv` O JCL O = a r, (n Y. a WWW.FDSENG.COM ❑ ❑ ❑ O � Z o- o z o 0 N 10 Z N ✓ I z m J w 'a o � W c V) tT3 �� ..i U E C) £00 0 U (J) o ai OfW VY Q Now, - am P�,L_\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: NO O z N¢M L.L.) L_ 0 m E o c(D rl N U .. z m� H � V 0 w _J Model Name / Number: 1820 Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 218332 Sheet: Of: W P WATER PROOF DETAILS 5 )) bath duct to roof cap w/ standard 70 cfm bath fan A/C PAD i 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL ) 25 SH CB- Cr_1 QrCQ BEDROOM #2 VA. U LTE D r;E; L 1 N r-'. 120 14X8-'I—wcd2x12 ra> 2 2668 5, CLG' N L-ihR1L CNu4� 11 I ',-2,x6 WALL FR 13 i-ox 1'w 75 IL 0-" x 1:wcd 75 LU a. r, 1. e, - - - - - - - - - - - PRECAST113017 OM 16'4; " I -- - - - - - - - - - )WNER�S BF-DROW IALiur csuw., VAULTM CF1J-1NQ- ------------- ------ <�"� ` IDI3L 25 SH 14x8 1 wcd 2113;6;9� 220 6x 6 rag 16xl 6 rag Z 4 4x....4 rag FAMILY RQQM 8" IL'' CE11-1-w CI 14>8 1wcd 140 TIC' CLG, "Ex4 lwccl ,,i� [L-JC ------------ -- ---- ---------- 1/71- g r4 8' WISH E i Ox6 1 wcd! 6 0 24x18 fb g DINING ROOM 8" LO 148 1 wcd, 160 9",JA12x12 rag 7 12xl 2 rag BEDROO A #4 VAULTED OTIUNG 12x6 Ld 110 L 7 2' SEE ELEVATION FOR 14" I OWNER 0 BATH 3X4 VALJ�.TED CLG F.G. f----- --- -------------- 8" j I—'QHEN 14AUL TED CLC - 14x8 1 w(:rdI 2-1-0- - --------- R E F�-H J G. 4 ...... vNOO, .............. . CLO. LAJJN. L IX4 lWcd: 5 6 2F" FOYER HAWN N 610Y a 36� AFF THRU RU - - - - - - - - - - - - - 1V'r : PULL DNI, �iTAIRS 22 -------------- Ln A .w(2) 12 3 L' F $A& TFWkN!:, P�T� :-J -R G8RAGE S' C-EILING ENTRY CEEB. NG N 1 100M) N 3.0 TON W/5KW 0240V 1PH 18x13 plen scale :1/4'f=1P0P) platform by bldr 9- NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED . INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance wl-,l- Florida Residential Building Code—M1602.4 boanced return air. EXCEPTIONS 1-3 L111AE QP GAHCAGE DOM IS x 11 DVERHIF-40 DOOR FLOOR PLAN SCALE' 114' =4`-0— ALL ELEVATIONS R 5 1) bath duct to roof cap wl standard 70 cfm bath fan ITTdryer duct roof cap �Nryer vent box -4- UNJor wAGr- DOOR ---------- o �SIJ 8 x 7 0VFqkEA0 DrXjR License # CAC032448 AREA CALCULATIONS ist FLOOR 1820 S.r. TOTAL LMNIG (AQ 1820 S.F. GAPNGE 598 S.F. COVERED ENTRY ;SASE) ss S.P. GOVERED PATIO/LANAI 137 S.F. 7,07k. AREA LJ N DrR ROOF 2QO9!LF. \s" CID CZ V Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.