Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Plans
TERMITE SPECIFICATIONS: STRUCTURAL DOTES: STRUCTURAL DESIGNCRITERIA I INDEX 913F DRAWINGS R316.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: THLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED 7ERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, -- BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM. COMPRESSIVE STRENGTH AT 28 DAYS OF 2500. PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5' FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OFTHE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A - 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OFALL TOP BARS OF BEAMS, FLORIDA BUILDING LODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. NFPA 70.17, NATIONAL ELECTRICAL CODES (NEC 2017) 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 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A OR 1 1/2" TO FORM U.N.O. 064A/ A1064M..WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL GRADE TO. BE MIN .75 LBS OF FIBER PER CUBIC YARD. BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 SPECIFICATIONS FOR STRUCTURAL CONCRETE- (ACI 301.16): BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530.13) NOTES: OR ASTM�996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION OVER ON "BO - 1. METHOD OF TREATMENT SHALL BE APPROVED @Y THE GOVERNING JURISDICTION "BOR-A-COR" A USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST DETERMINED AT PERMIT AND PRODUCT DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL-AAF20 AT ED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES. UNTREATED PORTIONS OF WOOD 2. PRESSURE TREAT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER F RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE INSECT ARE REQUIRED BE FIELD TREATED TO PREVENT INSECT INFESTATION 8 . WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F' OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE. CONCRETE STRENGTH.. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST* WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMALWEIGHT,.GRADE N, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE (@) 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 STRENGTH OF 2000 PSI (f'm = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.14A. DAYS DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3.. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALLBE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFr, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) . LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAILMSO5.ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND EAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR FJOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN R703.7.2 PLASTER. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF 8. TEMPORARY BRACING AND SHORING OF WALL TO P 1OVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR * *TL MAX 3/4" CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPAC NG SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALI S FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE METr37 TILE HEAVY OF THE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION SHINGLE ROOF (PSF) ROOROOF (PSF) ROOF (PSF) ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, END BRACING) SHALL BE EITHER AS SPECIFIED IN PAN SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL R703.71. WATER -RESISTIVE BARRIERS: SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER TOP CHORD LL 20 20 20 WATER -RESISTIVE BARRIERS WATER -RESISTIVE WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD OIL 7 15 25 BOTTOM CHORD LL* 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY 0 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 30 TOTAL (PSF) 37. 45 55 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. DIRECTED BETWEEN THE LAYERS. 4. MANY OFTHE NEW PRESSURE TREATED WOODS US CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ATTICS W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-BREQUIRE .HOT -DIPPED GALVANIZED STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 50 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH Ej RTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE EXTERIOR WALLS, NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONIT CTWITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESSTHAN 6 WITHOUT WOODEN TOP PLATES. (NON CONCURRENT) 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 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PA S. ALL. ENGINEERING LUMBER TO HAVE THE FOLLOWIN ERNS. MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI M CROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN. NOTE FOR ADDITIONAL ROOF, WALL, SHE R WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1 ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING a R703:4 FLASHING. 6" STRUCTURAL I OSB EXPOSURE WALL SHEATHING 7/1 T L $ 10R 1 b 32" RATED OSB EXPOSURE 1 / APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: 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 FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S N07 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 BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711, ALL EXTERIOR FENESTRATION STRUCTURAL PLAN PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNE�yD IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 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. _ •-- C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS! BE PRddddPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMEN V MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AD TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 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) APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WED MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WYTH HE FRAMING DESIGN LOADS. LIBRARIES WOOD TRUSSES PER INSTITUTE TPI LATEST EDITION. •INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTEDTHE TRUSS PLATE INST U READING ROOMS 60 (PSF) 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. • UNDER AND L THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, STACK ROOMS 150 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM, SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZE'S, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) 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) • AT WALL AND ROOF INTERSECTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBER , AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OFTHESE WALLS, AND STRUCTURAL PLANS FOR I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2 DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING, SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Deslgner/Engineer listed In the tltleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS.. 3. CABINET MFRS. SHOP .DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION.R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY 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 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. . FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the UTED WITH 1 SIMPSON MTSM16 TWIST STRAP W 4 sta"x 2'Aa". TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality 4. MISSED LINTEL STRAPS FOR MASONRYCONSTRUCTION UPLIFTS ON MAY BE SUBSTITUTED O / O RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND ACTOR NAILS TO TRUSS FOR UPLIFT LESS THAN /4" LBS (USE (2)MTS SCREWS FOR UPLIFTS LESS THAN TENS O. IF CORNER STRAP IS Assurance ement immediately. r/ backch with 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 for reimbursement b the Des ner En Weer without advanced MISSED CONTRACTOR TO INSTALL (2) SIMPSON HG M10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5)1/4" z 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 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 REASONnotificationand approval by the Designer/Engineer. . NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED R NO MORE THAN 3 1N 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. OR 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET I SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB c TUD LOCATIONS. MASTER I NSO t VIEWED FOR DATE DESCRIPTION PLIANCE -------- DAMS HOMES ,. Of Northwest FloridaIIIIIIIIIIIIIIIIIIIII 33000 GULFBREEZE PARKWAY GULFBREEZE, FLLORMA 32563 FILE COPY MODEL 2000 WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH. EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDINGTYPE V' ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT I +/-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 :s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA @ (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s 0 50 (+) 24.8 M 24.8 'D (-) 27.1 (-) 31.1 (2)G (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM: GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-1 51.3 (+) 24.3 (+) 23.3 26.0. GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 I&H OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE AREA. DEBRIS CONTRACTOR TO B PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. i`xxtxrrrrrrrtro� : TOFF ��td s^'+° PQ'� S E OR cc J 1 No .. OR it •: 4� e, w �+ '��sA�CC7 • L +3 4: �� � see S I C3V1 eee eerese►�jR o w c 0 u0i. r- d L' 1`0 U < xe m m N .1 g O � i ti o N aW ^. 2 ay n P Fsog ��,59 sr�'nX GGG�O 0 Id NSW O: 0 2N �= a a J gay Z �� a U. d'� iL io� 9 m tJ J V7 WWW.FDSeJG.COM ❑ ❑ ❑ m a C4 z n zg g a Z TN 6' U J a V) _ Z N t m f� u ' 40 w 'o 1 °' Lnmo°� �� .. wo U _ c o04 Q C', N O tl0 6 4m D MS H MRS FLORIDA CONTRACTORS LICENSE NO. CRC133Oi46 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: LL J a FiJ m z cRM N a ® ®JLiJ: ° M U) ® Model Name / Number: 2000 ® Plan Issue Date: Monday, March 29, 2021 VI KA PROJECT NUMBER: 21-3101 Sheet: ,/ Of: COVER SHEET BEARING WOOD WALL SCHEDULE CONNECTION & FASTENERS MARK STUD LUMBER UPLIFT SPACING TOP BOTTOM SPECIES CAP.(p10NO BWl 16" (2)led TOENAILS (2)i6d TOENAILS SPF UPLIFT OBW2 SP2 W/ (BJ-10d SP1 W/ *10d 16' STUD, (e) SOd PLATE STUD, (4) led PLATE SPF 402 BW3 16• (2) SP2 W/ (6)10d (2) SPI W/ (6)10d SPF 803 STUD 6 i6d PLATE STUD 4 10d PLATE 8NO W4 16" (2) 164 TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6)-10d SPI W/ (6)-10d 16, STUD 8 1Dd PLATE. STUD 4 SOd PLATE SYP 439 (2) SP2 W/ (6)10d SP1 W/ (6)-10d BWB is" STUD a 10d PLATE STUD 4 10d PLATE SIP 878 BW7 12, NO (2) led TOENAILS (2)16d TOENAILS SPF UPLIFT SP2 W ( 8 10d SP1 W 6 10d BW8 12. STUD, 48)10d PLATE STUD, (4) :LOG PLATE SPF 535 8W9F (2) SP2 W/ (6) 10d SPI W/ (5)10d 12" 1 STUD (6)10d PLATE STUD (4)100 PLATE SPF 1070 BW10 12' (2)160 TOENAILS (2)160 TOENAILS SYP 0 BW11 SP2 W/(eylod SPI W/(6)4OU1 12" SEND, 8 led PLATE STUD, (4)10d PLATE SYP 585 BW12 12" STIUD, (6) led PaATE STUD, (4)10d PLATE SYP 1L70 FSW13il NOT USED TOP OF_. -_ W)1 OUBLE 2X TOP PLATE SEE PLAN 4' 1 OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/33 FOR CONNECTION INFO. IF HEADER LS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ 12)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / WA TALLER THEN WSCHEDULE ABOVE F.F. SEE FOUNDATION -*=t-7#tL FOR MORE 2x P.T. W/ 1/2" A.B ® 32 D.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ a SW= SHEARWALL MIN. 7"EMBEDMENT PAST STEP DOWN. REQUIRESMIN ALT.! SIMPSON 1/2"TITEN HD C"7 32" O.C. 7/16. 058 PLYW'D SIEG GENERAL NOTE a BRIG, WALL DETAIL SAME EMBEDMENT W/Bd NAILS AT IN RF1D AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 20 STUDS USED UNO, 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3, CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPS AND SP8 CONNECTORS CAN. BE SUBSTITUTED IN PLACE FOR THE SPI AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'BW' IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF96/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR.2nd FLOOR TO FIRST FLOOR CONNECTIDNS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALLIS OONSIDEREDA SHEARWALL AND REQUIRES MIN. D.C.FIELD AND EDGE TO 1 SIDE Of WALL 7/1b" OSBEXT PLYWOOD S Sd /NAILS AT 4 INIII 7. ALL 2x EXTERIOR WALLSW/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE A AND RARE AND WALL IONS FOR SEND SWIG SPACING G T HEARWALLS. SEE PLAN SSECi AC AS S 8. IFTNE BEARING WALL IS INDICATED WITH THE BW3, BW4, BW7, BWlG THESE WALLS ARE ONLY SUPPORTING THE RLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE S D NAILS GUN NAILS AND WILL AT CAN BE ATTACHED TIN HARD CAE ( ) PLATE AND THE 2z PLATE NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE, 9: TABLSPOAD. J. ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d=tl,148"DIA.x9"LONG HEADER SCHEDULE MARK HEADER SIZE REMARKS HT (2)-2X6#2 SYP SEE GENERAL HEADER NOTE#5 Wl 11? FLITCH PLATE THIS SHEET H2 (2)-2X8#2 SYP SEE GENERAL HEADER NOTE#5 W/ 12" FLITCH PLATE THIS SHEET H3 (2)-2X10#2 SYP SEE GENERAL HEADER NOTE#5 W/ 1/2" FUrrCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (3)-13/4".X 11114 ATTACH TOGETHER W/ (2) ROWS 1Ir X 3 M7 LVL 2.0E Fb=2600 PSI BOB WD SCREWS 0 Is- O.C. TYP. EACH SIDE H8 (2) - 13/4- X 9 1/4 ATTACH TOGETHER W/(3)ROWS 1/4"X 312' LVL 2.0E Fb=2600 PSI SDS WD SCREWS Q 16- O.C. TYP. EACH SIDE HEAD ER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL SIZE JACKS KINGS JACKS KINGS EA. END EA. END EA. END EA. END 11-01,-3'-11" (1) (2) (1) (2) 4',0' - 9'.0" (2) (3) (2) (2) 101-0" _ 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 UNC, 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/ 12) ROWS 12d COMMON NAILS AT 12" G.C. ALONG EACH EDGE OR (3) ROWS IF 2x1O OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) -2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTAIS OR (2) BEAM TOGETHER USING (2) SIMPSON IATS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 2 x SO #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) OSB BITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING OR (2) SIMPSON HETA18.TO CMU O.C. TYP EACH SIDE ROWS OF ANAILS @ 122"" COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/18" CONNECTION: PROVIDE (2) M OSB RRCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS O 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2).13/4 x 111/4" LVL CONNECTION PROVIDE (2) 2 OE Fb 2600 PSI NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HT$20 TO WOOD POST 1/4 X 3 1/2 SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS O 18" O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4" x 11 7/6' LVL CONNECTION' PROVIDE (2j 2.0E Fb=2800 PSI. NAIL BEAM TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SIDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 16" O,C. TYP.. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-1.3/4" x 16' LVL ' 2AE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) (w TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 12) 1/4" x 31/2' SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS N 10" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U,N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED INANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. COLUMN SCHEDULE NARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFr(Lb) C1 Is) 2 x.4 #2 SPF (4) - led TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4- X 11/2" 2145 SDS SCREWS CS (3). 2 x 4$YP 01.OR- 44)-led TOENAILS 0 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 11/2' 2145 SDS SCREWS CS 4 x 4 P.T.#2 ABU44 W/ 6/8' ATR" U = 6665 SYP POST & 12 - 16d NAILS 2200 1 ) B x 6 P.T, 42 ABU66 W/ 5/8' ATR" G=12000> C6 SYP POST & (12)-led NAILS U = 2300 C7 a 8 P.T. #2 ABU88 W/ (2) - 5/8',ATR*' > G - 24335 SYP POST & (is) - lad NAILS - U - 2320 3.5 It 3.5 P.L. HDU55D52.5 W/ (14)1/4" x O1.8E Fh=2400 PSI 2 1/2' SDS WS & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** HDUs-SDS2.5 W 14 1 4c x Fes 3.5 x 5.25 P,L. / ( ) / _ 1.8E Fb12400 PSI 2 1/2'• SDS WS & 5/8" IXOPY _ 5645 (WOLMANIZED IF EXT. ANCHOR, OR ATR" 3.5 x 7 P.L, HDU8.SDS2.5 W/ (20)1/4" x C10 1.8E Fb=2400 PSI 21/2" SDS WS& 7/8" EPDXY 6970 (WOLMANR. EDIFEXr,) ANCHOR OR ATR*"* 5.25 x .25 HDUiE 2.5 W/ (20)1/4" x C11 1.8E Fb=2400 PSI 21/2" SDS WS & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*"* 7 z 7 P.L. HDU8SD62,5 W/ (20)1/4" x C12 1.8E Fb=2400 PSI 21/2' SDS WS & 7/8 EPDXY 7870 11 (WOLMANIZED IF EXT.) ANCHOR,OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKSTO MATCH WALL WIDTH ONO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/SS 4. MINIMUM BOLT EMBEDMENT: 5- EMBEDMENT FOR 1/2" ATR a- EMBEDMENT FOR 5/8' ATR 8' EMBEDMENT FOR 7/8" ATR 5,.IF(C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) S. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS.(1.8113 MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE MANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 0131' X 2'h' 0131" X 2 i2" SEE PLAN RING SHEATHING 8d SHANK ON ROOF ROOF & WALLS '.. SOd OR 12d O.JA8' X 3' 0.131" X 3'. SEE PLAN BLOCKING & TOE OA48' X 3 4" 0.131' X 3 W NAILS & TOP PLATE 12d 0.148" X 3 A4'' 0.131" X 3'.L 8 O.C.(COMMON) STUD WALL B O.C..GUN NAIL CORNERS 10d 0.148' X 3' 0.131" X 3" 8 O.C.(COMMON) STUD PACK 6" O.C. GUN NAJQ COLUMNS 16d Q.162" X 3 h" 0.131' X 3 W (2)Y6D(COMMON) ISEE PLAN (3)16D ( GUN NAILS) M O "i m R i� FLOOR PLAN SCALE: 1/4" =1'-0" ELEVATION "A" HOSE+ BIBB 10'-0" 14%10" 20,$„ lie S3 6" gx _ _ _ _-_ _-___---_ __ _.._-_-_---- ' M3 C6 IYP. COVERED PATIO Mb. 20' 0"x 10' 0" BMb 5,411 7,A" ' 7,A, 5,-0„ 9,-4" ' 4,-8" VERIFY LOCATION W/ BUILDER O O I O C O M 25 SH 25 SH 25 SH DEL 25 SH 2868 EGRESS EGRESS „ 2'-0" Ell 14,_2" 24,3" NOOK MASTER VAULT CLG. BEDROOM ti ( o VAULT CEILING`S `I 411, _ - _ - _ _ _ _ _ _ _ _ _ - _ _ _ 6 T- - _ _ _ _ _ - _ _ _ _ _ - - 7'-10" , 16'-8" N J i 3:12 Y « 1--1IGREAT SLOPE„ m 3 Q I I I VAULT CLG. I � ' _ z U)ll 36" FLAT BAR NUj n - TOP ON 341h" O n CO w -' G m WALL W/ 12" ; 3 o 0= 0 -, O.H. J 3068 0z < _ - - -R/5"- - - - KITCHEN M I OP 10' -O"FLAT CLG.-O"FLAT CLG. InnC`AI'rREF.IC I VAULT 712'-2" ---R�SH-- 4'-2" 4'-0". 2'-0" 10'-11" 5'-5" E R OOM4 T Y DOOR, PER VAULT CEILING in it s' 2888 - ACCESSIBILITY CODE 3,-6" DINING 10'-0 FLAT CLG. U1 N W M. BATH lit w VAULT ° PROVIDE PLATFORM 2668 'D ® FOR HVAC UNIT - - _R/S -- - - - - ° VERIFY SIZE W/ - - - N MFGR ; R/S 4'-4"it i lit o W 00 O to M N N 6.5"� 5.-9" F3X4 .G0 c"u ,,6„ 4', r SH DRYER VEN D THRU ROOFv ,. I NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IF �W.H.) ; MAX LGT 3 REQUIRED BY MUNICIPALITY. - " t ;BEDROOM 2 -I SEE SHEET 4 FOR DETAILS `4 Lim o --,) .H ' A' In, 00 #' VAULT CEILING w 0 W J.AO HANSON BOX 11In I ; ' ' @ 36" AFF 21'3" 7'-9" 7'-6" 12'-2" FOYER ' ATTIC ACCESS LOCATE IN FIELD VAULT CLG. 2668 ° �I fl 22"X36" MIN BW2 WF39 I I 3) 7" 8,:7„ I G.T. S.3 " o M wt W I I (n z HI N 3 CAR GARAGE 3068 vnuLT'cLG �~ 8' CEILING w/ T ANS ABV. EGR S 4 PER ELEVATION 4'-1" 1'-9' 8 10" R/S ------ W MS03 ry WF42 _-_------- N : F42 S1 NT Y S-3 '.2668 * o --_--- 2668 BEAM BM1 12 6XB PILASTER PLACES TYP. S.-3 f I I 29'-8" ; 6'-4" 12'-8" BEDROOM 3 lit OP I 8'-0" CEILING S-2 I I I O8'X EGRESS EGRESS T OVERHEAD (DOOR ' 16' X 7' OVERHEAD DO 25 SH 25 SH 161-0" 1'-10" 5,-6" 1.1v 1, 513. 101_0" 191$1, 6.-4" +HOSE I - BIBB �1 3 E m N 160 MPH OPENING PRESSURES ENCLOSED- EXPOSURE B A +27.6 / -29.9 B +27.6 / -37.0 4 +26.5 / -28.8O +26.5 / 34.4 +24.8 / -27,1 Q +24.8 / -31.1 +24.3/-27.5O +23.3/-26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL %0111te TrTr�� GENERAL NOTES R302.5.1 Door from garage Into house must be a minimum 13/8" 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 d the separation is a floor -ceiling assembly, the structure supporting the separation shall also g protected by not less than 1/2 Inch (12.7mm) w gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the z 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 w Shower or tub areas will be safety tempered glass. g Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 9 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1.502.4.5 Duct length The maximum allowable exhaust duct length shall be determined b one of the methods specified In sections Y Pe M1502.4.5.1 through M1502.4.5.3 Ceilings for exterior entries and covered porches to be. 7/16" OSB on underside Of roof trusses Shall be attached to all framing members with 2x blocking provided at perimeter. The OSS 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 speclficatlons COPAPILIANCil �"U`CiIIE COUNTY BOCC FILE COPY AREA CALCULATIONS 1st FLOOR 2004 S.F. TOTAL LIVING (AC) 2004 S.F. GARAGE 754 S.F. COVERED ENTRY (BASE) 45 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 3003 S.F. NN 0 Tc R� "eQQ U yjSE�'. °sa No i J � 10 NP, 1Uill '2 0 e� h S Go r- ��,CLL13 T.V �$jO LL LL LL BY roADAM W _Z a >3 ItAb9N F w G. c B`2�g' a � =i5 g O Y d1 d C� § V6 WWW,FDSENG.COM ❑ ❑ ❑ (0 w Z g z CNI Z N {�`wp;� < = lim G _ .-I ul Z N (/) M 1 Ora n w w D -!g -- O w 2 (JU (n Ln U.t5 NppO E c ?c y�Q r Q N 6 b0 `W \DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE FI Job Information: I� 0 N C LO � LLJ CD � ® J I" )"'I In IQ J (n U) ® _m Model Name / Number: 2000 ® Plan Issue Date: Monday, March 29, 2021 T KA PROJECT NUMBER: 21-3101 Sheet: 2 Of; FLOOR PLAN GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN, 6 MIL. APPROVED. VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD RDERME9H/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 LI N.O. TYPICAL ABV. SLAB, HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" 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 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTINGS SHALL BE MIN 12' BELOW FINISHED GRADE SECTIONS R403.1.4 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE. AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 20ODPSF. 12 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR A DEPTH OF I/4 E LL CUT W/ mARK SIZE DEPTH REINFORCING CAP. bs F3.0 11-0" X CONE 1'-0" 2 #5 E.W. BOT. 2000 E,p 2' 0' X 2' W V-0• 3 45 EW. BOT. 7200 F2.5 2.6'X7-6" Y'-0.. 345 E.W. 801. 11000 F3.0 3.0" X 3'-O' 1'-0" 4 #5 EW. BOT. 156M F3.5 31.6• X 3'-6" 11-0• 4 #5 E.W. BUT. 21NO f4.0 4'-0• X4'-0" 1'-0' 5#5 E.W. 007. 28000 F45 4'-W X4'-B" V 4" 5 #5 E.W. BOL 34500 F5.0 5`0' X V-0" 114. 6 #5 E.W. BDT. 42500 F8.0 5'4" X e'-0' V 4• T #5 E.W. BOT. 51500 LEGEND INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING - FLUIVIblINU KIJCK IA 4) v D7 ED %t Tn 0" -:-_-. 14' 10" 20' 6" 3' 4" 919. 9' " 9 - 6v ' , I r� ff F2.5 F2.5 ; F2.5 ILi i F I i FMO3 , 1 11,101, 3110.3' 2". 3' 10" 3' 6" 3' 10" A'4- 3' 8" 2' 4" 7' 0" 4' 4" r'v' VERIFY LOCATION ' � ' " •` � 1 � 3.1 W/ BUILDER CORNERS STEP DOWN ' It _______ _____- -___-_ ___________ ------ 1 , HOSE I FM01 FM01 ; BIBB 3.1 3.1 , , , 7' 10' i,T I in I I' I L go;lr�bl I, NI 1 , �TS�li1l�S11SSti�S1l�'�.11S1ltSV PROVIDE ELECTRICAL & PLUMBING SERVICE THRU SLAB @ ISLAND LOCATION (REFER TO FLOOR) PROVIDE CHASE FOR HVAC UNIT 3 I ,.. 1 , 1 2' 4" 7' 10" ' 4" 28' 6" 1 ' 1 , L I , 1 I , I 1 1 �r �� 11 1_4- O , 1 1 BD II I J FMO ' 7' 0» 3.O» f 3.1 1 � II , ■ , I ; 3pX4 F 5 SHWR t, ■ ■ = + 1 It y.� FM12 ; i-----------12 2n---`- 3.1 WH ; -e � , FM12 3.1 I , in LLL"r--�.I C.J. , '----------r-- --- -- STEP DOWN t 1 I21' 3" T 9" ' 12' 6" 2'6" 2' 10" 1' 10" - --' - I FM12 i. a - Ir i FM02 3.1 3.1 ' ■ C.J. ■ ■ '� �------- - --- -I---------, STEP N 1- � JQ 1 1 ■ 1 , I , ■ ■ 1 1 ■ , iV a 1 I 1 I 1 � 1 1 I 1 1 I 1 I BSE. i ' !0 #5 BARS 3.1 (2) #5 BARS -U0j W/IN EA. F.C. , W/IN EA. F.C. , T-(2) \\ `-------------- '----- - - - - - -- -- - ---------------- - - ----- ■ ■ IM IL 4" 81 0" 1' 10" 16 �� 11 10" 2' 0" I 6 3110, -vr �� I 3, 10. I 2. 011 1' OH - to, 0* 19'8" _.__. , 6'4" 12'8• 00 EO m -v N M 'i io (�1 En c0 EO REVIEWED FM ODE COMPLIANGL T" LU IE COUNTY BOCC FILE COI- FOUNDAT ON F'L 11\ SCALE: 1/4' =1'-C" - ELEVATION "A" TITttTt/y 0 #ORRES C� ti1aSE' NO FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 Z T4 Ln ui o uJ m 8) z M N a 0 J W Z) v o ♦ Model Name / Number. 2000 ♦ Plan Issue Date: Monday, March 29, 2021 ♦ KA PROJECT NUMBER: 21-3101 Sheet: A Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2.004 x 3 6012 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 45GO WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 +40%OF"A"=(.40x24,562) = 9,825 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS _ 166 ASSUMED EDGE OF WALL 4 � 2x5 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER Id,T.s. I BIBB —®--------------� INSTALL FAN BOX PREWIRE PROVIDE . , DISCONNECT AND GFI/WP OUTLET PER -CODE I i/ FOR A/C COMB WP I WP GFI 1 ' Fl , r-11 u � , ,I,� , INSTALL FAN BOX PREWIRE ® / \ ,/ + FOR/W FI IGFl ( FI#N W/ LIGI / .GF1' 220.0 o FOR HOOD = Dr O " P / GE , I Efl- GFI G GFI — — — I I CM - . , �- ---- - INSTALL FAN BOX PREWIRE GFI o INSTALL FANS BOX PREWIRE 0di / , P OF CHIMES ' 220 Q 220 ry r220 J GFI W.H. r D i �. Ca 42" GFI wa GE „ W „ ,i „ ATTIC ELECTRIV,, / IF REQ'D BY CffDE V I / GFI GFI GFl d 042 FOR GARAGE FOR GARAGE DOOR OPENER DOOR OPENER _____________________ ------------------------------------------------- GFI @ 42' , 4 INSTALL FAN BOX PREWIRE „ „ 1`\ `��INSTALL FAN BOX PREWIRE ELECTRICAL PLAN SCALE: 1/4" =1'-0" ELEVATION "All 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. ALLTRIM 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. 1.0. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11.1N NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE. SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %%« FLOOD LIGHT $4 FOUR-WAY SWITCH `/ U $DM DIMMER SWITCH C� FLUORESCENT LIGHTING �} CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 0 CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 6 220 VOLT OUTLET O- DOOR BELL ItSPECIAL SERVICES OUTLET D0 P DISPOSAL TV� T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D.L.E.D, DISC LIGHT GARAGE DOOR PUSH BUTTON OPTIONALOVERHEADSERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND Wall ELECTRICAL CONTRACTOR 20D AMP SERVICE n 200 -- 2l0 COPPER OR 410 ALUMN. IN T CONDUIT METER MAIN DISCONNECT 200 AMPT A/C DISCONNECT UNDERGROUND SERVICE BY POWERCOMPANY PER TO LIGHTS AND OUTLETS TYPELECTRICAL PER TO APPLIANCES AND GFI PANEL ER TO WATER HEATER R TO RANGE INTERSYSTEM AC BONDING "!� TERMINATION #4 GROUNDING WIRE WITH CODE APPrFS;JJCLrmp a) APPROVED GROUNDING ROD WI IMIN. & 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, lH N N Oi N 2 R m c 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F1 Job Information: I— C LO 1 e e 1 m to N N m O ry J m N D- - W� a(V O JU s Model Name / Number: 2000 ® Plan Issue Date: Monday, March 29, 2021 KA PROJECT NUMBER: 21-3101 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Fannula = SE / 300 / 2 * 144 = net sa Inches of ventine needed equally for intake 11 TO a b I 48' OFF RIDGE VENT 4W OFF RIDGE VENT 48" OFF RIDGE VENT TOP OF OFBLOCK FIN. FLft iD ----- TOP OF WINDOW 25 SH— -------- LITE TEXTURED DECORATIVE SMOOTH RAISED CEMENTITIOUS COATING CEMENTITIOUS BANDS w/ 2'-0" RETURNS FIN. FLR. ---- —- —- —- LEFT ELEVATION DOOR STYLE MAY VARY CEMENTITIOUS COATING REFER TO SPECIFICATIONS SCALE: 1/4"=1'-0" 0 ao SDf#it pfodutt proy`ide5 4.12 net sq i n./ sf ' Ridge vent provides 18,00 net sq in / If Off ridge vent provides �138.00 net sq in/sf Overhang distance v 2.00 ft S.F. of Area to be vented (SF). 1207 s.f. Total neededfor exhaustfor upper 1/3 290 net sq inches Total needed for intake (soffit area, Tower): 290 net inches Nutuber of Off Ridge Vents for upper 1/3 needed 2 L.F. of Ridge Vent needed (can be used in combo w lth ORV) 16 Lineal Feet of Soffit needed to meet required 35 Lineal Feet of Soffit provided by plan 1SU "RAISED BAND _ _ _ _ _ _ _ _ BRG_@ ENTRY REAR ELEVATIO - - - - SCA1_E:1/4"=1'-0" — — _ — — _ _TOPOF OPENING MOOTH RAISED �.. EMENTITIOUS BANDS F� ic !1 TOP OF BLOCK_ — _ / 2'-0" RETURNS _ _ TOP T.O. aoaa ZN Zn ❑0a0 a0Elo00aaZn a 0000 000/10000 �� i0 ElEl� ElF 0�El0El� 255H 255H FIN. FLR. IN. FLR. 8'x7' 16 PANEL 16'x7' 32 PANEL SMOOTH RAISED 3068 w/ 16" LITE TEXTURED DECORATIVE OVERHEAD DR. OVERHEAD DR. CEMENTITIOUS BANDS TRANS.ABOVE CEMENTITIOUS COATING w/ 2'-0" RETURNS. FRONT ELEVATION if //- 11 SCALE: 1/4"=V-O" d I tD vo $g?, w I'_ 0 LO 4D Ir g� ft w a E°3., 5 �ymgs a '( v N 4 % Rig D: 0 Ztoml Z� ��sg 3 �ozr� gs$_n....,. W 2�ii 0 m m� mBg lPS m Q NE [IL Q� J N O r°- 5 1 g WNw.FDSENG. )OM ❑ ❑ ❑ Z Z Z J N a N sW " Z N a m � � o� U W� pit s mOD OD x �00 _— U,004 Q', N d mim- x f� Q DAM HO BS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: c to LJUN 0 0) . 1 N N O y a 3 9 £' 1 4) m M a ® ® LU �mw� ♦ Model Name / Number: 2000 ♦ I Plan. Issue Date: Monday, March 29, 2021 ♦ KA PROJECT NUMBER: 21-301 Sheet: 5 Of: ELEVATIONS - A SEE DE G.C. TO PR( BLOCKING' W/ ARA RE( FOR SPAN I 7/16" OSB SEE "HIP/R BLOCKING' ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRE AT HIP ECTKINS milli IN AAA MEN long BOTTOM CHORD GABLE END BRACING @-/ /-OR CHORD 2X4 #2 SYR 4'-O" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 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 [4.12]-[12.12] (SQ FEET) (-) VALUE DENOTES SUCTION e=an AREA ROOF 1 2e 2n 3 3e 3r - 7�1'-'i 1. HIP -37.02 51.06 -51.06 -51.06 10 m GABLE -37.00 -37.00 -58.99 -58.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE1: 1 O ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 29, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: (D G SHINGLE:1232' EXR 1 (412o) 7JLE: '32" EXP. 1 ('20) NOTE: 11 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 2S" x 0.113j NAILS 6I (api 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532". SHEATHINO SHALL BE FASTENED -a B S I" *a* WITH ASTM F1667 RSRS-03 10d (2%' x 0.131") NAILS OR ASTM F1667 RSRS�4 (3" x .120") NAILS 8=40 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 42 SYP BLOCKING [4:12]-[12!12[ @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W1 BLOCKING PER NAILING SCHEDULE, WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM Le" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS $HALL NOT PENETRATE SURFACE MORE THAN L4". O MAIL AT BASE 2 ROWS @4"D.C. w/Bd COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS @4"OLD. w/Sd COMMON NAIL © NAIL OPENING PERIMETER M(2)ROWS @4"O.C. w/8d COMMON NAIL O NAIL INTERIOR AT WO.C.w/8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @4"O.C. w/ Ed COMMON NAIL O PLYWOOD SPLICES O HEADER- NAIL SHEATHING TO HEADER W/8d COMMON NAILS Q 4- O.C. (2) ROWS @TOP & SOTT. (2)Sd NAILS @3"O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. it PROVIDE BLOCKING II II AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET = ---_ �_-_�---- - © FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X21/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le m2 2x TOP PLATE BEYOND /- 15132" OSS EXPOSURE / SHEATHING --- II II N II. II I SOLID SOLID 2x BLOCKING F 111 II I.. II II 11 1 ®ALLSHEATHING 6'1Dw Iyy III EDGES III III III .III II II II i 11 1 II i III II 11 II I �1 Z (SEE SECTION X-X) p III C III II I I III III OPENING III II II it i 114:_-14_-- OILfm ---J 1 1U. 11 II WLLr III III C III III X II 11 LLO� 111 1 __ JL___ _ _ -__ III -_ %- II --- 11 --- III II IU IIII 11 II II 2x SIDS BEYOND. ru O W uuuu1111 IIII IIII I I I 11 I II IIII II II I II I II OIL If IIi 11 I GEE PLAN y y a IIII IIII III I I II 1111 J.I 11 IIII I"II II IIII II I II I II II I I 11 'll 11 I ❑I- �� I I I IIII I I I I I I II II IIII I I I I I > I I I I I II II 11 I NII I I I II 1111 II ' II II I ALLSHEATHING A Zx RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3l8" "S'=NAIL 3'8' SPACING 314" I T SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING LL �B09 I•nW�� --2x4 P.T. EASE PLATE BEYOND SEE PLAN T ALL PANEL BLOCKING LOCATIONS MIN 2X4#2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO WI (2)12d TOENAILS EA END. NAIL BITCH PLATE TO VERTICAL W/ (4) Sd NAILS F218d NAILS 0 3" O.C, SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. LOT CIS CBS, V",",0.5 .. TRUSS MANUFACTURER, PROSUI L= LEFT, R = RIGHT9, M= MIDDLE BEAI BEARING LOCATIONS ARE REFERENCED TRUSS LAYOUT 11A1I SCALE: 1/4-=1'4)" UPLIFT FASTENERS NOTES FINE (9) 10d x 1-112" (8) 8d TOP PLATE (9)lOdxi l/2 TflU55 i.. ROOF CRITERIA -16" OVERHANG IS EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING SIMPSON - CONNECTOR S TYPE CONNECTOR FASTENE AMETO HETA16W1KS10dxi12" 150NRY HETA20M(8)10dx1 If AMETO H2.6AM(10)Bd NAILS O FRAME TO 1 141812 wA14)IW x 11 FRAME I LOCATION INCLUDEI OFRAME TO MGT w/(22)1Dd NAILS A MASONRY EMSEDMENTw/SIM) O FRAME TO HTS20 W(24)10dxI FRAME LOCATION INCLUDE FRAME TO (2) HTS20 w/(48)10d X' FRAME LOCATON INCLUDE © FRAME TO MASONRY HGT4W(1B)10d NAIL W 12" EMBEDMENT EPDXY (HET-: FGTR W 11 R) IW x 3°9 OFRAMETO MASONRY I AND (2)12'x6-TTEN J7 FRAMETO .MASONRY (1) LGTM W (16) 1& 8(7)1W x2-1/4". TI SEE NOTE#6 BEL J2 FRAMETO MASONRY/ (2)LGT2 w1(32)% 19'x 2.1W TITO FRAME OR(28) 16d SINKER J3 FRAME TO MASONRYI (2) LGTS W (24)1/4" &(8)3WxS-TITS FRAME OR (SZ)16d SINKERI /1 BEAM TO HU410 OPT HU0410v CHEDULE USP- CONNECTOR SCHEDULE RS BPF gyp&FASTENERS CONNECTOR SPF GYP DR 1810 KTA16 wl 00)10d x I I IZ' OR 1595 1870 HTA20w/(10)10dxl 1/2" 535 565 RT7Aw/(10)gd NAILS 516 585 1015 1040 RT1MV(17)10dx11W BLS. 1020 'TRUSSES 030 logo R716.2w/(16)100x1112"AT 2 PLY TRUSSES 935 1060 'ERIOR 880 990 MTW12 v0(14I x 112"(AT EXTERIOR 1006 1195 NAILS) LOCATION INC12d 12d TOENAILS T.R. M 12".. 9930 39B5 MUGT15 w/(28)10d NAILS AND 518' AT.R. w/ 3930 4405 "EPDXY 12'EMBEDMENTW N "SET' SIMPSOEPDXV TERIOR HTW20M(24)10d x I IV OAT EXTERIOR EMAILS 1125 1310 LOCATION INCLUDE(B)124 TOENAILS 12BE 1530 XTERIOR 2250 2820 (Z) HTW20 WI(48)10d X I'ZIAT EXTERIOR 2570 3060 SNAILS LOCATION INCLUDE(B)l 2d TOENAILS(EA) VC A.T.R. HUGT2 w/11S)tOtl NAILS AND) (2) 5S' AT.R INSET" 10080 M12'EMBEOMENT w/SIMPSON"SET' 7020 0790 Y) EPDXY(HUGT3 FOR 3-PLY) 'SCREWS 3400 4725 RFUSW/(12) WS3WOOD SCREWS AND 7100 DR BOLTS (4)S4'x6°WE10GE-8OLT 1760 2030 8(14) (2) LUGI(32) 16d SINKERS 8110) 'VSSI 3240-M 4080M 1M'xT WEDGE-DOLT(2 PLY TRUSS) 38GO-F100-M 31 DOA ,ME(EA) 3240-F 3770-F DER(32) 16d SINKERS FOR FRAME LEA) 960PF 4520-f 452D4 CREWS 4730.M 6670•M (2) LUSTS W (24) 1M'x 212 WS2S 6480M 7050i1 ilIS9) ..- .. 6010F 8980.E SCREWS & (4) W. 6 WB M PLY TRU38) -,. ,....-.. ..._..-.. ..FL.T.-.. 94MF 7710-f O SEAMTO MASONRY/ H0OFTHUC4Uw/(6)10tl NAILS& L16(12) 1W x 2314' TITEN(TO MAS.) GM540 UA980 G#3000 U#1135 HD460PTHU46W/IB)104 NAILS& IT 211W x 23'4'TAPCONS(TO MASJ G#1625 U#1030 =015 U#850 FRAME OR(12)161&(0) Tod (FOR FRAME) SYP-F SVPM OR(12)1Od&(0) 1W(FOR FRAME) SYP-F SYP-M FRAMETM HETAl6 OPT (2) HETA20 1920 1920 (2) HTATA OPT (2) HI 1970 O MASONRY MASONRY 1-BYO OR 236E MSS 1-PLYw/(10)10dx11/TOR 24M Yw/(1 )1 d 2-RV w/(12)18d 2-PLY wl (12)16d HTSM16M(8)10d NAILS AND(4)1/4.4114' 655 1110 HIWMI6 W(8)10d NAILS AND(4)114'xl 314" 1145 1225 FRAME TO T WE OERBOLT O MASONRY ORNS HTBM20W(10)10tl NAILS AND (4)1/4'0Q IW 955 1110 HTWM20W(10j10d NAILSAND(4)1N"X13l4" TAPOONS WEDGE -BOLT 1145 1225 OP FRAMETO HRISM(8)Bdx112'NALSAND(2)3Zx4"' 7B0 910 MASONRY TITAN NO DTT2Zw/(8)1/ O1/2'SD9 WOOD DTB-TZM(8) 1A- X1Y2'WS1S WOOD OfM90NRY SCREWS AND (1) 12'B AT.R. EPDXIED w/. 1836 2145 SCREWS AND (1) 1W 9 A.T.N. EPDXIED W 1510 1835 SIMPSON' SET' (SEE NOTE 94) SIMPSON "SET- (SEE NOTE #4) HTT5 W W) 16d X212' NAILS AND (1) 5/8" 9 FIT T45 W (26)1Ed xY 1/2- NAILS AND (1) OR FRAME TO MASONRY ATA.. EPDXIED M SIMPSON'SEr 4375 6090 WE A.T.R. EPDXIED wl SIMPSON "SET. - 6006 (SEE NOTE 94 BELOW) (SEE NOTE #4 BELOM HTT4 W (18) Hid X212' NAILS AND (1) SAl" 0 HlT4S M (18)16d Q 112" NAILS AND (1) O FRAME TO MASONRY A.i.R. EPDXIED w/SIMPSON "3EP' 3640 4235 518"9 AT.R. EPDXIED .1 SIMPSON SET' 4160 (SEE NOTE 94 BELOW) (SEE NOTE #4 BELOW OFRAME TO H108re/(21)106 z11/2'NAILS 785 910 LV0T1 Mi23)Bdxi l/2"NAIL9 875 1045 FRAME OFRAMETO HMBKTw/(4)1141112-SDSWOOD 760 760 RT6M w/(9)IM.I 1/7'NAILS& 1395 1395 . MASONRY SCREWS& 15) 114W IN' TAPCONS (4)1A°x13/4'TAPCONS TO VGTW(16)IA' 'SOSWOODSCREWS& OFRAME MASONRY (1) SINT AT-R. EPDXIED W SIMPSON "SET" 3555 4940 wl 12 MIN. EMBEDMENT (2) VOTwi(J2)1M°x3" SDS WOOD SCREWS OFRAMETO W MASONRY & (2) 5181 A.T.R. EPDXIED w/ SIMPSON 5170 718S "SET"W 17 MIN. EMBEDMENT O FRAME TO VOT W (16) 114W SDS WOOD SCREWS& HOU4-SDS2.5 W (101 iM"1121/2"SDS WOOD 928E 45&S MUOT15 NAILS HTT45 W 118) - 4160 FRAME SCREWS& D)6A4"9 A.T.R.IOtl 0)591 A.T.R.98 6 (1) WILS d NAIL58(1)SA3"B AT.R OFRAME Y TO 12)HSCREW$2) 49Fa so" (2) d5Q 1/2"NANOTE LS - 5005 FRAME 0I�"B AT.0. (6EE NOTE #4) 8(1)5/8"B 0.T.R, (BEE fkI) DFNFRAI CON=91 NDTFS 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/ BEAMS W(2)12d TOENAILS. 2 ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BYTRUSS MANUFACTURER, U.N.O ON PLAN. 3 G.C. MAY USE EITHER SIMPSON OR LISP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 Z'x4" TO TRUSS VERTICAL WEB W (2) ROWS OF 1Od NAILS Q 3' O.C. STAGGERED. xx S. 12' MIN. AT.R. EMBEDMENT W CMU BOND BEAM U.N.O. o & SCAB TRUSS CHORD W/4'-d'2x SYR#2(MATCH CHORD LUMBER SIZE) W(2) ROWS 1 W to 4" FROM END 4- O.C. F FS STAGGERED; CENTER AT CONNECTOR LOCATION AS j MUCH AS POSSIBLE. c3 AO MINIMAL CONNECTOR VND ON FRAMING FLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALLSI LINTELS/ ICF WALLS UNO ON PLAN g is 2 CONNECTONATN'OR 32"O.0 PENDINGVERTICALS FOR ALL FLOORTRUSSES PARALLELTO MASONRY WALLS SEE DETAIL FB121831 FOR MORE INFORMATION 3 g m S. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRYWALLSACF WALLS&INTELS 5 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT IT O.0 MAX. W(2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT WAEJI SF APPLICABLE) LAYOUT FLOOR 5. CONNECTALL TRUSSES TO INTERIOR BEARING WOOD WALUSEAMS w/ (2)12d TONAILS 'po��s D MINIMAL CONNECTOR UNO ON FRAMING RAN $' B 1..A�-� CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM e ' i1:/ MINIMAL CONNECTOR LINO ON FRAMING RAN WALLS AND/OR REAMS ROOF FRAMING NOTES I. 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 ROOP.(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.SOUD WITH 2x4 #2 SYP WITH (3) 30d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - 1F 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 C.M.U. OR ICF WALL SEE TYR. WALL SECTION 2x4 P.T. FASTEN TO C.M.U.. W/ 11/2" LONG T-NAILS 0 2'-0" D.C. SECUREJ-0HANNEL Cm 12" O.C. C 2 x SUB -FASCIA ti ALUM FASCIA I CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPAQ)TY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/a"=r-o" )r 1l M/P� iA\'1T1 OA IIII 0' b`` R a O b e W r- r__ 0JED 7faa}T:O Q �i LL IL IL 0 v 0 QV Ity Gml W a D 0: w y a Za Q z o p 3s 9- 2- N alLL m 0 6 ¢ N p ED N WWW.R),4FNG.COM ❑ ❑ ❑ Z Z p N ..x,. wdY n -N Z n m Gj w v O m w � I c 1-- W - U WANE W ,�O In C yYrr Q FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCRE ♦ Job Information: O N U0 C � LLj O m 0 m O O Z U W N CL ®" ®/_/y3'�LuZ) a o I..I.J J u) (%) LO L VI Model Name / Number: 2000 ♦ Plan Issue Date: Monday, March'29, 2021 ♦ I KA PROJECT NUMBER: 21-3101 Sheet: 6 OI', TRUSS LAYOUT P 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 SPS FOR 2x6 AND 2x8 WALLS P DOUBLE 2X TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL B" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3)1/2° X 8" "J" BOLTS OR (3) 1/2' X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR LE) 2 7/8" HILTI Till NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO M503I nnm r_ Lv.1/ urxsq .n vv .A . N.T.S. w.w Lunv LAaIaIC/.TIAAI r1LTAl1 #5 REI NFj 20" MIN. LAP BAR A 030R#4 REINFORCING Yq k 44LAAP CPI ICE ,� 25" MI N. LAP #5 STD. 90° HOOK #5 EIJNFORCING EAR #5 I AP RPI ICE SCALER".1'O" 9 SEE 361, Mil L62 If #6 REINFORCING BAR * GRADE 40 U.N.O. 96 LAP RP I .E MS05 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2¢A" 12" O.C: 1 2 x 6 1/4" X 2?4" 12" O.C. 2 2 x 8 1/4" X 234" 7.2" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST ,LINTEL i a I BUCKS P.T. SU � CKK S W/ i ' 1/2" O.S.B. ' ' BETWEEN ; FASTEN For 2 NAILER TO MASONRY i IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL FORM & GROUT SOLID U \w V N. 4 :; 8F 22-1B/1 5 BAR CONT. RIV�SS 12" LINTEL DETAIL 3/4 =1r-0" LINTEL BEAM: - 1 COURSE LINTEL BLOCK W/ 1 At 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT. MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FlLLED CELL EACH END WITHOUT AN OPENING BETWEEN. FlLLED CELL FILL ELK. CELLS WITH 3000 P.S.I. GROUT ONE #5 C LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP CF SLAB N T,S I MS021 TYPICAL SHEAR WALL SECTION U O O O N.TS LINTEL PLAN SCALE:/Vaai' O" ELEVATION "All AND "CRT' 0 GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. W LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32' FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCRETE F c FILLED WITH GROUT/U-UNRLLFD #5 REBAR AT TOP R-RECESSED MIN. (1)Fl Q'D rQTY.OF FS 1. R RE/3AR M OFLINTELEL OAOTTO M i 111 I'OPKNOCKOUT LIHM BLOCK COURSE 8C16-1® 1T LQUANTITY xC GROUP NOMINAL OF WIDTH aS gEeAR AT AT BOTFOM OF TOPFd6AR NOMI LINTEL CAVITY o 'CIOLIT OM REINFORCING 7-5 'ACTWL PROVIOED IN LINTEL (VANIES) TVPF OFAI(:NATION S'NOMINALWItIM RFNFRAI CONCR MATERIALS AFNFR4I INCTAIIATON NMFA 1. Pc precast iimals_ 3EW Pat. 1 P.Ide full morter heed and bed PilAS. 2. Pc presaeasad Illdels = 6000 psi. 2 Shore 011sd YMM¢ as requimtl. 3. grautetl Per ASTMC476 Pg=30W psi W/ 3 WtelMNon of Intel mud coral the architectural and/or structural drawWgs. 4. maximum 3/8' aggregate and! 8" ro 11' slump. 4. UUrrels am manufactured arm 51/2' dog notches at the awls to aoconmodete S. conevete mavemy lnlls(CMU) per ASTM C90 W/ arUcal cell mlMo,eing and gmuNng minimum net area canpreselve atrerglit_. 2000 Psi. 5. AN hrbela meat or aceed L/560 wheat dandelion, acapt lIntels 17'4"and 6. Reber per ASTM A63S Grade 60. '.anger with a nominal height of 8" meet s exceed L/180. Prestmsslrlg sVantl per ASTM A416 grade 8. Sotten flad added mbar to be loomed at the bottom of Me IIntal cavity. 7. 270''.ow rebxa6an. 7. 7/32' dametar Wire slnurn are weWetl b the bottom steal for macharl anchorage. 7/32 wine ps ASTM ABSO. 8. CastlPNaoe 4oncrete me, be pouced in compoelte(iMal" lieu of concrete e. Mods Par ASTM C270 typo, M or S, meeanlyunnou 9. Sala toed ratlage baswl on fats l design aol Per ACI 318 end AO 530 10. Florida Prodal Approwl No, 1661 11. The exterior eu"we & Mtels Inque[w in exterior concrete Pal walls shell hma a postlrg of Out. ppled In s000rd.ncs with ASTM C926 or otter approved coaffirg. 12. Units, sell Nmulteneouely with willUgavily and uplift) and horVontal (Iaterai) padS ahoud lip chacFad M combine imiot whh the miming eouation: APplied wrical Wed ` Applied hcrlmmel load \ LO Sets cal load Sete horbontel low - O _0 .° O Y BRFI)l BF8O8/1T O O HO SRF14.18/11 SPLB'1G/1T 10. ° O 0 © 0 A 8F20-1B/1T •b, r ;a.• 8RF22-1S/1T BP2418/1T F D © SF2816/1T .b. O O CED 8F32 1B/1T HURRICANE R ANCHORS (� (TYP)-�' E, g CODE C ,� JAPL I ST. LIU .: PRECAST "U" LINTEL W/ SOOOPSI CONE. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITHTOPOFWALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT �SM. GO HOOK IJ i� HOOK REBAR ON BOTH SIDES a' OF OPENING U.NO. PROWDE KNOCK -OUT BLOCK FOR FIRST OONIPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1f #S BAR FOR ALL WINDOW OPENINGS 6'-6" STD, 90 DEGRf ANGLE 3000 P, CONE, W/1 95 8'Xa"x16" CMU U.N.O. SEE FISIVINDATION PLAN SEE FOUNDATION FOR LOCATIONS PLAN MS01 I BLOCK WALL REINFORCEMENT j g a N 7 ° y 2 N.T.S. TYP. BOND BEAM 8118"x16'K0. LINTEL BLOCK FILL W(3�IT11LO P,S I. CONC. W/1 #5 DR. REBAR BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) r- b S Fcw� ' " "g m p J U LL 0�� w °��� g)rnmc5 ly sy � WN °N'w Q' � J DO g -� 9 Z�° d aN y O J 0 Efl � Z g � o WY/W.FDSEVG.COM ❑ ❑ ❑ ) �I Zg O J L� :•i - In Zry m y Ti� out G () Y 0 w g-1611104. � c cM ft3 O N E N aamm ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1380146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: lassassas (D 14 C La LO ` ! M 0 M Yy z r` F- (.i m �+ a O J W Z) o to JmC%i(n VI Model Name / Number: 2000 Plan Issue Oate: Monday, March 29, 2021 VI KA PROJECT NUMBER: 21-3101 Sheet: LINTEL PLAN 2x6 #2 SYP P.T. W/ (2)'Y2"x5" WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o SECTIONAL ® OVERHEAD DOOR —7 w I r'e P.T. #2 f WOOD 'SYP 2" X 6" I TRIM I! g n�+llsAaa`/ > leaa'0R �+ R� Ppo eb ..i��pp'°ere \'r •r 4Rpiy+}$V 'M K i �J ship � . 2"4" P.T. WOOD JAMB DOOR AND CONNECTIO PER J GARAGE DOOR MANUFA TUBER " GARAGE SLAB Co r P TYP, GARAGE DOOR TRACK MOUNTING DETAIL ^��fi •S ` ® +i+ Yli1 Ut\6 100 v c MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T. g � m �00 W � � � a IJi IJi IJi m(3 "pis W d BLOWN IN R-30 INSULATION PER FBC & 8 � m � �mw AND ENERGY FORM SUBMITTED WITH , g s` -� 13Z % o PERMIT APPLICATION PROVIDE BAFFLES I! € wsi 8 BLOWN -IN R-30 INSULATION PER 12 ) In AT EAVES OR VENTED ATTICS P„m 10 m ¢ O 12 F ITHAND ENERGY FORM PERMIT APPLICATION SUBMITTED SEE PLAN ( ) o s 6 p `" o , d N k FIBERGLASS SHINGLES OR TILE ROOF PER ELEVATION T as a PROVIDE BAFFLES AT EAVES g� m y PLAN (FOR VENTED ATTICS OVER APPROVED UNDERLAYMENT B �� O U PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA e FIBERGLASS SHINGLES OR TRUSSES 24" O.C. ROOF SHEATHING - SEE SCHEDULE- vnWv.wsEx .ca" ❑ ❑ ❑ PER ELEVATION [RSH) - ON FRAMING SHT. FO TILE ROOF R ( ) _ SHTG & FASTENERS. (h OVER APPOVED UNDERLAYMENT f .-� I Z •n PER FBCR 905.1.1 OVER APA , ROOF SHEATHING - SEE SCHEDULE : � TRUSS ANCHOR (SEE i2 N „ i �� .r PREENG. WOOD [RSH] - ON FRAMING SHT. FOR 1 _.. _ SEE PLAN FOR C cy , TRUSSES 24" O.C. ERG. HT. o SHT'G & FASTENERS. DRYWALL m \��{\\�"'��("' (� -TRUSS ANCHOR (SEE PLAN) FELT PAPER OR---- •° ETAL DRIP EDGE 1 i 1 I 1 I Y t 1 V 1� i I I � l TO BE INSTALLED ON OUTSIDE TRUSS PLATE � Z N FACE 3/4" P.T. NAILER • Iy 2X SUBFPSCIA V1 (9 M 'IJ�JI: _ - _ (R SOFFIT. SEE ARCH. v 1/2" DRYWALL PLANS (t) tMETAL DRIP EDGE CURTAIN NAILER 8x8x16K.0. fi _ I _ 1/2" DRYWALL 1 x 4 P.T. @ WINDOWS d CON NECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D, n LINTEL BLOCK O.H. LINTS BLOCK DIA. REBAR & tiJ w TO TOP PLATE WITH (4) SEE ELEV. 3000 PSI CONCRETE SOFFIT. SEE ARCH. ...-.� _ 16d TOENAILS P CAST "U" LINTEL �. _... w p PLANS 5 ESCHEDULE 1/2" DRYWALL SEE RAN FOR HEADER SIZE y U O r 4 Ngs .o ego �� OPTION. 15/32" OSB EXPOSURE 1 ON MAXIMUM OF (3) - 2X RATES MAYBE O.H. EXT. . WALL W/ ALL EDGES BLOCKED. DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEETBI3 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 31,V PLY ATTACHED W/ (Z) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(Q #5 DIA. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. A BEDROOM WINDOWS. REBAR W/ 3000 PSI N CONC. ALL LOCATIONS 3000 GULFBREEZE PARKWAY SHOWN ON VINYL FRAMED WINDOW W/ SCREEN u & FLOORPLANS FOUNDATION (G.GTOVERIFY W/FLOOR PLAN GULFBREEZE, FLORIDA32563 N DIVISION LOCATION: LOCATION OF OPENINGS IN v EXTERIOR WOOD WALLS. IF NO PORT ST. LUCIE OPENINGS ARE INDICATED, FULL P REVIEWED E ® Job Information: A"A STUDS ARE REQUIRED). '1 NOTE: 44"MAX. SILL HGT, ON CODE COPLiAN . ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW ei. W/ SCREEN ST. LUCIE COU, WINDOW STOOL d CEMENTIITOUS DECORATIVE PER SPECS n PRECAST CONC SILL D4D'C FINISH 7/8" THICK PER ASTM N C-926-98A PAPER BACKED FOIL R-1 1 u 2X STUDS (SEE FLOOR PLAN FOR INSULATION Al CMU BLOCK WALL N PER FBC AND ERGY FORM V MORE INFORMATION). SEE T813 SUBMITTED WITH PERMIT 1/2" DRYWALL EXTERIOR FINISH - ON SHEET 6 APPLICATION (SEE ELEVATIONS) R-13 INSULATION AT EXTERIOR WALL SHEAING THING, INFORMATION FOR EATHINGG, W p 1 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 0) 17" IN CONCRETE - 25" L e� WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. EXTEND (ACI 530) ABOVE .� m AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x B" TITEN E NAILER SLAB. ALL LOCATIONS SHOWN > m WITH PERMIF APPLICATION r HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN MIN. 6" FROM END - SEE WS07 WOOD SASE .FOR TERMITE SHIELD ;. SEE FOUNDATION PLAN FOR ® �M �_ I- N SEE FOUNDATION PLAN TOP OF SLAB FILE C®P'. ® _.-I ILLJ D L�c7 t° FOR SL4 INFORMATION - — - - _ - _ SLAB INFORMATION - _ - TOP OF SLAB - M M p 4. —��14 R F 4-. * e . k M �� fe —.M .�•'"a. * to �1 coV I V J ILI GRADE m GRADE ® Model Name / Number: . 200 0 CLEAN $ ' Q FOR N WE SE PLAN COMPACTED :RE -BAR ANTITIES ^' ® Pian Issue Date: FILL Monday,�.•a.•- w . arch SEE PLAN V KA PROJECTNNUMBER:' 2021 SEE FOUNDATION PLAN SEE FOUNDATION 16 FOR FTG REQUIREMENTS PLAN 213101 Sheet: Of, WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" WS01 TYPICAL WALL SECTION - 81r CMU 3/4- 1'- TYPICAL FRAMING DETAILS _ ,r I SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE I I, I I 2 X 4 #2 SPIT KNEEWALL WITH ' R-13 INSULATION AT EXTERIOR STUDS @ 16" O.C. W/ WOOD FRAME WALL PER FBC STRUCTURAL SHEATHING ON AND ENERGY FORM SUBMITTED BOTH SIDE FROM TOP OF WALL WITH PERMIT APPLICATION TO BOTTOM OF BEAM, ATTACHED PER NAILING SCHEDULE. (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SEE PLAN FOR BEAM SIZE - !� BUILDER FRAME RADIUS AS REQUIRED aaa4°t�{ O R Rt= ' ^ - 2x BUILD -OUT BEYOND WF38 KNEEWALL @ENTRY FRONT WALL N.T.S. : �; `O� F, PROVIDE 2x4 ON TOOF 2x8 TO BLOCK �io,.OI ��F 0,�•°. ' TOP PLATE ATTACHOw/ 3R00 CS 12d @ s� ,.. X--DOUBLE 2x4 ,, n (2) 12d NAILS O.C. TOP PLATE i/i ®i i31g° m (SOLID BLOCK w/ 2x6) T7 c 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 ;- c O * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF a 9iC1133 12d NAILS @ 3" O.C. g = �FR 0 r- o1 TOP PLATE TRANSITIONPIPE OR DUCT w/ OUBLE 12d CoPENETRATION THRU TOP SPLICETOP PLATE w/MORE ¢a. THAN 50%OF TOP ROWS 12d x`�g'O�IQ`o xPLATE WIDTH INSTALL@ 3" O.C.Z OSIMPSON PSPN516Z ows y, ,� , ; o w`5W/ (12) 16d NAILS TYP. �',y�A1.21.TOP & BOTT. OTTOM SPLICE 8 0 a N o NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS 2 <TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD$W m SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ r $ C w WWW.FDSENG.COM (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO ` TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS i ���C9 I* NOT REQ'D. WHEN QT SYSTEM IS APPLIED z m NOTE: Z N 0 PLATE LENGTHS MUST BE AT 4 y LEAST 8'-0" LONG. TYPICAL a m WF17 TOP PLATE SPLICE DETAIL 3/4"=1'0" z m n V!v LL L 2x8 SYP #2 TOP &BOTTOM UO g ATTACHED W/ ((!l � (1) ROW 16d 2x6 SYP: #2 (A ED NAILS @ 16 O.C. RIPPED w R N „h N" BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. a n IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION 12 """ ' A QAMS HOMES (1) JACK USED AT EA. SIDE Q EACH SIDE OF 2X BLK'G. O.S.B. u OPENING G.C. TO W d INSTALL (3) TITEN HD. EA END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148", lr 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D-0IV' L=31/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) E=0.162".L=81/2")OR EQUAL JACK TO HEADER, NO BASE ED E VIE HEADER ANCHOR SEE ELEV. NAILED TO TOP PLATES, (np) HEADER&JACK PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C FLORIDA CONTRACTORS LICENSE N0. CRC1330148 HEADER SIZE NO. & SIZE OF UPLIFT CONNECTOR (SEE SCHEDULE) 3000 GULFBREEZE PARKWAY &GRADE RAFTER TIES GULFBREEZE, FLORIDA 32563 EACH END DOUBLE 2"x4" TOP PLATE SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE NOTFS, CONNECTOR REQUIRED "x4" STUDS @ 16" O/C PORT ST. LUCI E 1) ADJACENTNAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSRE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR&PLY) (3) 16d SEE PLAN Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/W OF 4) REFER TO NOS SECTION 15.3 FOR SP4 AT 2X CRIPPLES @ 16" O.C. SEE SCHEDULE THE THICANESS OF THE LAST LAMINATION. ADDITIONAL INFO. COMMON �� CRICKET AS REQUIRED 24" O.C. NAILS(TYP)OR WILL W/ SIMPSON SP2 TYP. WF37 TYPICAL COLUMNS DETAILS HGT. TOP AND BOTTOM 2-ROWS 12d NAILS N.T.S. _ STAGGERED @ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •r. :r• F.F. OVERHANG ~' tjJj CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" M M N �HEADER PER LOCATION ---.a, 1110020. © UP v • O.C.TO SIDE & TOP NAILER 2x W/ (2) 16d TOENAILS EACH END TYP. • • . •• BOX HEADER —j EACH END —_• I _� HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS I KINGS JACKS I KINGS SIZE EA END JEA END EA END JEA END LESS THAN 4' (1) 1 (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 WITHOUT 1P'O/CEO EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED SIMPSON SP2 @ EA. STUD LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 OR GREATER HEADER APA RATED STRUCTURAL SHEATHING O STUD WRAPPED OVER MIN FASTENED TO TRUSSES W/ TOP PLATE & NAILED COMMON Stl COMMON WIRE NAILS @ 4" O.C. TO HEADER EACH SIDE BOUNDARIES 6" O/C EDGES & 8" FILL ALL HOLES IN DOUBLE 2 x #2 O.C. FIELD Z c-I STRAP S.Y.P. HEADER W/ INSULATION EXTERIOR p Ln 1/2" FLITCH PLATE WO OD FRAME WALL W 2 .) M 10d NAILS @ HEADER. (U.N.OJ AND ENERGY FORM SUBMITTED y Vl a+ 8" O/C TYP. WITH PERMIT APPLICATION _ _ _ > 3 uao FILLING AND BLOCKING AS (WHEN EXTERIOR WALL IS =___ _ r O - - DOUBLE 2 x 4 REQUIRED FASTENED TO EXPOSED TO INTERIOR SPACE) Y U N a CRIPPLE STUD HEADER W/(2) ROWS SIMPSON SPl @ EA. STUD O w T O TYPICAL (U.N.O.) OF 12d @ 16" 0/C UNLESS —Mi LL NOTED OTHERWISE W (n (n 2"x P.T. PLATE MAIN SPAN ROOF TRUSS _J VI Model Name / Number: 1/2" X 8" "J" BOLT 2 x 4 STUDS TYP. @ 24" O/C MAX UPLIFT CONNECTOR 2000 SIMPSON HTT4 W/ (18) 8" x 8" x 16" K.O. (SEE SCHEDULE) CMU 16d NAILS & A 5/8" EXPANSION ANCHOR BLOCK W/ 1 #5 CONT. Planlssue Date: O,OF W/ 6" EMBEDMENT U.N.O. OR 81/T'AT GARAGE Monday, March 29, 2021 1fNG STEP DOWN CMU WALL KA PROJECT NUMBER: 4��P.T. * k HOLD DOWN CONNECTIONS NOT REQUIRED @BEARING . S UPLIFT BOT. PLATE 21-3101 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. `LL WINDOW OR DOOR OPN'G /ram Of: WF42 KNEEWALL ABOVE MASONRY WALL 3/4°=1'-0" Sheet: ' {/ MS18 I RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1-0" WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX - - SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN 1 OR EQUAL TO 45° , MINIMUM 2"x4" i CROSS BRACING .+ +�,. (SEE PLAN FOR - • .,j "` LOCATION) ` BLOCKING 1 I 1 I , 1 I 1 , 1 (3) 12d 1 PER JOINT _ I CONTINUOUS LATERAL BRACING- NAIL OVER X43RACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d Cm EACH L TRUSS WEB IT601 TYPICAL CROSS BRACING DETAIL N.T.S. I TB02 TYPICAL CROSS BRACING DETAIL N.T.S. jjjS6IIffjf1fj PROVIDE 2X4 MIN. BLOCKING AT .`�� c OE ps CENTER LINE OFHIP/RIDGE,TYP. . K a NAIL SE EACH END TO TRUSS TOP ;•vOb 0�$6 O .a CHORD e J QF. �! $ATRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" 0 RLAP,, TRUCTURAL PACE foal Jil`11W, > r�, SHEATHINGG.T.ADD 2X4 ALONGSIDE RIPPED 2X4 SYR #2TOP CHORD WHEN REQ'D NAIL TO TOP CHORDo TO PREVENT SHEATHING J----- OF HIPPED TRUSS W/ SPAN FROM EXCEEDING HIP 12d NAILS @ 6" O.C. MAX24" SPAN (EITHERG.T SIDE OR BOTH IF REQ'O)(2): 20 MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF R SHEATHING $o n SEE * SPACED AT 10'-O" MAX SYP TRUSS BRACING 'R i� N oo too ro PLAN KiR°`�°pg F p�Q� JJ a x pa ebN�m. LL LL LL Ogg +i W 2X4 BLOCKING HIP TRUSS b€ W 01 MR� w a 4 BETWEEN TRUSSES R S w a a FC.L� 4 A g ww y a� N.7.5. TB04 TRUSS BRACING OVERLAP DETAIL TYP N.r-s. �q W $gym ca o TB03 HIP RIDGE BLOCKING DETAIL )� m OD §��xg a Co If°- 5 wYAY.RH+ENG.CCM ❑ ❑ ❑ (D Z r> TRUSS NOTES: z N 8 a 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 QHUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT — � IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES THIS CONSTRUCTION LOAD SHOULD BE LIMITED z r` TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS NO EXCESS CONCENTRATION OF ANY " Q) —I CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. y LL 2, ALL SPACING (DB,CB,BS) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS. MANUFACTURER ALL w LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-D" O.C. MAXIMUM. O g 3. ALL BRACES SHALL BE 2X4 NOMINALDIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. a! OU W 2 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT. 4 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS MCm 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 4 SEE TYP. TRUSS BLOCKING DETAILS C'4 � J SHEATHING f13 M 3 T04TRU35 x4 [ALTERNATE SHOWN [C V D \ W 7TRU SPACES ALTERNATE DIRECTION RUS g_ DAMS HOMES VERTICAL SCAB 2X8 42 SPF 48" D.C. W/ (4)12d TOP & BOTTOM OR HS TRUSS 2} NAILS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF 14) IOD TO TRUSS REQUIRED 0 RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 BEE PLAN LATE TOP DOUBLE nd( E 5 v PRE -ENO. TRUSS PLATE SECTION B-B TOP PLATE t�V9E.���°'ao DIVISION LOCATION: CODE COWL"IANC PORT ST. LUCIE SEE RAwALL T. LUCIE COUNTY SEE PLAN CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL AB 2X6 #2 ♦ Job Information: (4)12d WHEN IT LANDS SPF 4W O.C� W/ (4)12d �� � NEXT TO PRE-ENG. TRUSS LNG. NAILED 0 EACH TOP & BOTTOM OR Hb OR SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN 'LACE OF (4)12d `y B REQUIRED w/ (2) MTS12'S REQQUUIB-0" RAFTERS GREATERTHAN / '— COLLAR RE EVERY 3rd SHEATHIN -)' RAFTER 2X4 BLOCKING BETWEEN CB. BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) d) r 4fl EACH END. COFIT.: EACH BAY B TB 2X4 SPF W/ 2) #7X3-1/2" V DR WOOD SCR EACH TRUSS ALTERNATING OR N5 Qa 48 O.C. BJ O) M BLOCKING PRE-ENG.TRUSS piLE COPY. > r 3.. i STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP MJ CHORD AT ALL HAND FRAMED AREAS TYP. �` W N a SEE PLAN FOR CONN;NAILS ON ® i ®JMLuZD o 2X4 P.T. BLOCKING BEEN B AT J W V✓ V I LO TRUSSES w/(2}12tl c4 WOOD 2X8#2 SYP RIDGE BEAM EACH END AT 8 TRUSS MAX2x6RAFEERS 02'-0"O.C: .♦ ModelName/NUmbeC MAX. w/ (3) 12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS EBB THAN 2 (SEE PLANS FOR TYPE) 4 FT 0 2'-0' O.C. MAX W / 3)10D 2OO ONC, MASONRY COMMON TOENAILS TO RI GE BEgM 2XOR WOODT &EARING SUPPORT Pian Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Monday, March 29, zozl RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KAPROJECTNUMBER: 21-3101 : Shut: Of: sa TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. ROOF FRAMING AND BRACING DETAILS 5 6" 0 THERMA-TRU INSTALLATION. .. ...:,...�. KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of ail 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 3/161I DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6 SPA EVE R5 6 6" SINGLE DOOR SINGLE DOOR W SIDELITE an A" 3' 6" 3° 3" n 30[, 3" 3n � III _ ITT E r I I 3il 3n " 3„ 3„ " 651 fin DOUBLE DOOR W/ SIDELITES 1A /E " 6" ;PACE :VENLY in 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE V-0111 IN FRONT OF MECH. OR APP. WHEN REQUIRED _ 4" DIA" CONCRETE FILLED PVC. PIPE. 6 v, TOP OF SLAB Do Z I II -II 1' IP- IT ® z l 16" MIN. DIAMETER CONCRETE FOOTING (j)—PEROTECTION BARRIER DETAIL N.T.S. ;PACE VENLY I z I V"o )ate W use In ve11CfCetBnih% ' SHINGLE INSTALLATION_ GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REOUIRED AT SEALANT APPLIED -- Sul NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8- MIN HEADS. 6 PER SHINGLE. 101 00 Gil# 3Td G°u` Ooole. a `, 7no ,yeAGo`a zit" i TEXTURED, PAINTED BEHIND FLASHING EVER. WALL FINISH AND EXTENDING A MINIMUM OF 8" ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING ITICAL WALL FLASHING GONT. AT KNEEWALL ENTRY PLASTER SEALANT ROOF SHINGLES �U' ly)FLASHING DETAILS 8. HORR. NOTE: THIS DETAIL IS REQUIRED FL43HI G AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW " \ AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" •`'' x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/29 PHILLIPS "' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY -• JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE — WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S T i 1/2" J. EMBFd+ iT )--10 W00D$ EW IiIW. !'9i- ti al Bl+°'> CAULK BY OTHER ID:/t.1N�I�Ci3�vY `;HEIGHT I 13Pf itlORl Th1TFRTOP LI TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R905ag..5 DRIP EWE. --- PROI MR EDGE AT EAVES AND CABLES OF SHINGLE ROOFS. OVERLAP TO BE A MNIMUM OF On (/fine). SAW DRIP OWES SHALL EXTEND Win BELOW SHEATHING AND EXTEND SACK ON THE 0.00E A MINIMUM OF On. DRIP EDGE AT EAVES SHAD_ BE PERMITTED TO SE -INSTALLED EITHER EVEN OR UNDER THE UND[MAYMEW. F INSTALLED OVER THE UMXRLAYMENT, THERE SHALL BE A MINIMUM 4in YOUTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE HOME. DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXwUM OF 121n ON CENTER. MOE THE Vast AS DETERMINED IN CCORANOE WTH SECTION R3012.1.3IS S1O MPH 1111 KM/Hl OR GREATER OR THE MEAN ROOF HEIGHT EWEEW a$ FEET 110.055 meal MP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 4INDHES ONCENTER NWidro en Filament Sparing (lamhm, Head antl Sill) 4' 8° 9" 9" 4. #16 Screws Meeting Fine' 6Raxlor RNat Vim VWtdow. . aEl Ll I I Wall Framing:. #2 Sprum/Pine%Fir Or Bees i S None �.. 916xi-1'/2" — Sam Minimam Penetration GIwo is" :Bead 1-318, Ctnsas SlQlon View Mnimum 117 y 511Imne EASHor sneathi,g of these Items. ' YOU may Whh 10 predrill the distillation bola In the fin at this t me. Diamyssat tlN Ira pitan4itfAaksin tie masilig, fin err OW mer4t napassanify spavad Wmaro. Amp 2 Apply a gehnerols bead of silkmw to the backside of the molamng MI. the enough si iane to suffidently fill all voids between the M and the wag Breath; . Step 9sattlewkWowgdotleopeNlpfrarntMvjWde. The window is labead"Inside"and"Outside°, but illness pteh have been mRmYed, the gluing bead simllda be to the Inside of the building. Step 4 Install shims Leader the all, adjustlrg than Low Me unit 6 phan s In tne opening. Shims should be Installed under the sill every 2 W. The widow should be basically centered In to opening with no more than V4" gap Wonsan the wlndaw and wag framing. SISI Install a #10 x MUZ Sven, 4" from the caner of the fin at each end of the head, sill and boajambs. St�r6 traps to remaining fasteners In 8-MASTEnrS from to caner screws to the center of each frame member.UseDuenotroover- tighten the stouts and pull them through the fin. Also, RAW we the Sanwa go in straight and do notause the frame th bow Wall having SITOM be a minimum of #2 Sprocef"Mr, Fasteners should be #10 screws of sulhdem Hl 0 to actim I-W'pareetration into the wag and no Is% fthh.lR" from of haml . Fastens aNl6a neelad In eadlstle of fmmatn aMleve B" : Le otFrenne Nlembs 10" IB'.. 26- 34" 42" 60" SB" 66". 1 74" 1 B2" w 98" Numbs of Fafiners 1 2 1 3 1 4 1 S 1 6 7 B 1 9 1 10 1 11 12 13 Step 7 Remove dame iskWe VIests cut° from around the fin and Impact for holes or wds. the sillmns to Sr any WNds. Step 8 if desired, a foam Insulator tan be applied No the Interior gap between the wimWw and wall hating. If BOOK this most be t* NON EXPANDING rfFOAN. Step 9 An ethem vAndan amtypicalN Used In rooms with high ITOMI Is, bntluoans, it is recommended that the interior gap between the wlndw and wall Naming also be seated with alkons aM tooled Go as not to interfere with the InstallMim of wailboard, tle or rim, Step SO Once all construction IS camplae, nmanOW the bubble wrap from the Inside and outside of the wlrdow. If necessary, dean the Mocks With a mgd detergent am warm water ming a sot cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: a,�',OQ� TORRS oo E.'''m� 6 —! C4 e 0 w a r 'o �t LO5".� c 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. a IT N ti 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. � g� F to to A SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION Lill �g� a AND CALL OUTS.�e mmgs i i Lo �th5 Product Approval Submittal Affidavit Building Address: Contractor: a, _9 ���� & m a Building Permit: �- I Z" ` ED gg d8 a m o Product Design Manufacture Model # Attachment Approval # I 5g ts N Pressures Method ❑ ❑ ❑ 3 IL I° s e p,15 vaww.Pasrrva.coM Roofing: DAD Z V, 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL3o31o.1 8 NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 'I.8 10 W/ 3/8" MIN PENETRATION THRU SHEATHING _ `'I ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING MAIL, z � COUNTY APP. p -rid t" FROM EDGE AND 4"A.C. FL21580.1 R-2 Z N. �L' ROOFING UNDERLAYMENT: e �9V 1st Choice TAMKO BUILDING TAMKO No. 30 (13 UNDERLAYMENT SHALL BE APPLIED AND 0 m PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL1232&R9 'U R905.1:1 (Q c Overhead Garage Doors: () m 1st Choice x8 +30.0/.30.0 CLOPAY l6 x 2"" P.T.WOOD JAMB WITH FL16546.8 s - SAWS (5)1/2 DIA x 8 "J' BOLTS FL15279.84 i x o 2nd Choice +30.0/32.0 CLOPAY 8x7 Q�• Swing Doors: DOSQ DO o °D Nino 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIB RG SS DOOR TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 THERMA TRU�ORP. SOUL) AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL 1 A Sr H-67.0/87.0FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.1 HOMES 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL155115.51 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC133UI46 L. Sidelights THERMATRU F120461.2 g PLAT PRO FL15215:2 3000 GULFBREE ER FLORIDA EEZE RKWAY 32563 Slldln Doors: MI WINDOWS & DOORS AERIES 420 SGD ;.FL15332.4 DIVISION LOCATION: 1St Ch01Ce AERIES r not r o MI WINDOWS&DOORS SERIES4403GD 212 PORT ST. LUCIE Alum. reinforced R - ® Job Information: Windows: t: +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Single Hu (fin) ANCHOR WITH MIN. T'A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hu (Mange) OF SUFFICIENT LTH. TO PROVIDE 5/8' MIN. EMBED. INTO WOOD BUCK. FL 17894.2 S540 SERIES FOR INSTALLATION THROUGH 2X BUCK USE 08 WOOD SCREW OF +50.0/-50.0 MI WINDOWS Single Hung (fin) SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL1.7676.2 IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17$94_4 0 Hung (finless) Mullions- M-1928 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 19504.1 z c "H 1st Choice MI WINDOWS Mullion 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH T ACHIEVE A 11A O to M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 1S804 2 („L,I y �, V lion EDGE DISTANCE d fA th Fixed Glass: E > ti 1A 3 a 1st Choice " +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 z w " . -J 4) WITH MIN.11,4" EMBED. TO ALL FACTORY DESIGNATIONS BE FILLED W/ #8 SCREWS OF SUFFICIENWITH ALL HOLES NOT DESIGNATED FOR T TO PROVIDE O 'y�� 'N SHOULDw^ Ltf li 5/8" MIN, EMBED. INTO WOOO BUCK. J 00 V / Soffit: Model Name / Number: Standard vinyl Staple 1011 on center In direction 1st Choice 86.0/-71.6 KAYCAN LTD of Ie FL16503.4 R5 2000 Plygem / Variform I Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard I standard vinyl staples solid 144 Vented -1.45 FL12194.2—VT Plan Issue Date: Hurricane Panels: Monday, March 29, 2021 Dade Courrty App. ALL A ERICAN 24^ Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS Storm Panels FL16293 R3 KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 21-3101 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Sheet' of: MA Name: Luis Pablo Torres Certification Number: FI. # 87864 MATERIAL Name: Certification Number: REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING `WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR.- E)ITERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. \WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather ' resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW WPM FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY , SELF -ADHERED FLASHING 1� _ DO NOT -.. BOTTOM NAILING FLANGE WEATHER RESISTIVE BARRIER - DOOR ROUGH OPENING - 3/4"-11FBEAD 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 SUBFLOOOOAR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK- SECTION A EXTERIOR SHEATHING 314"-t" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER / THRESHOLD OF DOOR AND RETURN f/ UP JAMB 6". USE LIQUID NAIL BRAND L WEATHER PROOF CAULKING / OR EQUAL � �( SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING - NAILING FLANGE -� 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING W PO4 HALF ROUND WINDOW SELF ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 =RI OR IT. FIN. .DING PAPER PE 1: 12.0 in cm: 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING JDOW UNIT 3 WPM SELF-ADHERI 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL 8 2 IWPO2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WPC 1) EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 2 WP05 t SELF -ADHERED FLASHING PATCH )HERED FLASHING FLASHING REQUIREMENTS R703.1 General. Exterior wells shall provide the building with a w NITUHI -resistant exterior waft envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT R703.1.1 Water resistance. The exterior well envelope shall be designed and constructed In a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 0.3 in : 12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 cm : 30.5 cm) SELF FLASHING DETAILS 11703.2 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 border shall be applied over studs or sheathing of all exterior walls No. 18 -ADHERED PRODUCTS asphalt felt shall be spoiled horizontally, with the upper layer lapped over the lower layer not lees 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 EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive barter manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive CEMT. FIN. PER FBC-R CURRENT EDITION 703.7.3 ( ) ai birder material shall be continuous to the top of walls and terminated at penetrations d building appendages in a manner to meet the requirements of tine exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive banters 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 WIRE LATH equivalent to two layers of Grade D paper. The Individual layers shall be Installed Independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Scott= R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. BUILDING numbered items in the list of instructions below: Exception: where the water -resistive bander that is applied over wood -based sheathing has a water resistance equal to or PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage space. 2. Install flashing and weather resistive barrier to form water shedding laps O3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, Rashin Flashing. Approved metal flashing, vinyl flashing, self adhered membranes and mechanically attached flexishall paper embedded in the adhesive layer) - for ease of installation and to minimize b (lashing shall be applied shingafashlon or In accordance with the manufacturer's Instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING W P 0 3 scoring Cuts Instructions. All flashing shall be applied In a manner to prevent the entry of water Into the wall cavity or penetration of CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Selfadhered 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" Minimum) with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In RUBBERIZED ASPHALT RUBBERIZED ADHESIVE ASPHALT 6. Fold as shown by arrows exterior walk shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved following locations: fleshings shall be Installed at the ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit SELFADHEREDFLASHING tight t0 comer 2-Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the II' SCORED 8. Mechanically fasten as necessary exterior wall finish or to the water -resistive border complying with Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible Bushings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed In accordance with one or more of the following: _ �. (BEFORE FOLDING, SCORE RELEASE PAPER TO EZ OSE 1.1 The fenestration (Manufacturer's installation and flashing instructions, or for applications not addressed In the ADHESIMEASSHOWN) 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 shalt be seated or sloped In such a manner as to direct water to the surface of the exterior wall finish or to MECHANICALLY FASTEN AS the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH Bit the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. /�--� 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 230, FMA/AAMA/ v�v\ 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the Intersection of chimneys or other masonry construction with hams or stucco walls, with projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4. Continuously above all projecting wood trhn. 7 S. Where exterior parches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. At wall and roof intersections. SELF -ADHERED FLASHING INSIDE CORNER �/ P06 7. At bufltdn gutters. 1 2 - 4 5 ING TO THE MASONRYOPENING (HEAD, JAMB, SIILL) IN WP08 AACCORDANCE PPILYALIQUID FWITH HTHE MANUFACTURER'S RECOMMENDATIONS, BEFORE FWP09 INSTALLATION OF THE BUCKIRECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 Cement Plaster '\\ in accordance ®'\s with ASTMC926 over wood 2nd floor Cement Plaster over block ' 1st floor Note: The building paper and metal lath must be installed over' the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Fell backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" G.S.B. sheathing Metal Flashing 3 1 /2' Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Block Slab OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 718" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16O.S.B. sheathing - Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated nge 7/8" Weep Screed 1 /2" Cementltious 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 LA 9- CO N.i ' %C 1/2" Cement Plaster Finish 2 10 Perforated Flange 1 /2'" Weep Screed Install bottom edge of weep screed 1" below finish floor ,,?ittll////11J O TORRcc \ tiN S E No r r 0 •�•• \C ' FLOE•" 1 Nrli It lltl E it do V 0 gwf m00 6 to m � '��Ell e Q m ®3" Gib m f'i �i li a a O -gym=" cow q. a a 1M.€ ILL cow W s 11M.1 'ES�13 _qcq a w 3 .116 Zi �md Z O Y x 0 err $$�xs 3 �:gfi WNW p w t Lp 2G a 0 rn p mo U a ° WWW..wsBVG.CON ❑ ❑ ❑ W 0 z m - o a Z N 10 0- J � d N - N Z r m l�J � LL •V o if6 o gy m ' V) a V) M - N E m '® O W s O UN m o'Q c Map M Q O b00 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: 1too O Z N 0 c LU to 0 to tp M a a cm 0 J W Z) o Model Name / Number: 2000 Plan Issue Date: Monday, March 29, 2021 KA PROJECT NUMBER: 21-3101 Sheet: W P Of: WATER PROOF DETAILS R._,V ia; W ( _ 1,KP aK ! E'il3H:H 42X42 A/C SLAB BY BLDR MIN MAallE 2' FROM WALL BEDROOM wtxi cFtM 5" bath duct to roof cap w/ standard 70 i cfm bath fan —Light 215 1148 1wcd - a._ I n IAULT 3cd 5 QOff. JEU F'AM HB 32 I HE aK FIE ag MCI ? ' ! ! Wn I , M 10x6 1 cd _._ 0 ........ W Sw 210 GREAT 14x8 lwcd: VAULT GIO. JI, 91, -ir v gl g0 .......� .............: ' 1 a'c „ 10x6 1Kwa IcT°d 8xWcd 6"12" 1414�s-0�Ga"N 101 6 1wcd 11 - 4x1 rag 6" 4" dryer duct t to roof cap w/dryer vent box ,MWA TA URF MII 3TADW vllm •ae x.&�, 1 iN:lii4'!:1Ltir.�e A . 11 f II 1 1 , 1 1 11 1 1 �I1 1 11 1 » W t "65 n 1ox6 lwcd � 1 L :I 1 I - RIM VIA3.T X •15-t y NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 FOYER VAULT GLG. • eg:, me N lwcd 65 1.9w 65 10x6 lwcd . ra. W5" bath duct F"flto roof or wall cap w/ standard 70 H cfm bath fan 2x12 rag I 135 14xB 1 wcd HW ALE3 WG _. He �s .mu FLOOR PLAN WALE: 1/4" = 11 (P ELEVATION A AREA CALCULATIONS I st HALW aITM S.F. TG?AL UYING (RC) 2DG4 &F. QQME 764 &F. cavom F-WW (RO-W 4S S.F. COVERED VAIIGAAMY 2005.F. TOTALARER TINDER RWF 30035.:-" v s 0 0� N �0�cc) N < _ C O S � S LLI r/ z w O 2: 1— O (/) ....: WFOR r�pp AINC� / !� J a. T. ypq COUNTYV ®�a�p 0 O J CV QOm zao N r-, 1 co L1J /- FILE COPN z o w Q of Q 0 D m IZ J 0 0 0 Rating 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.