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HomeMy WebLinkAboutBUILDING PLANSTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R31a.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE _ _ CO S EAMS A SLUMP OF 5" BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OFTERMITE LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 300E PSI.( LUMN AND B ), PLUS OR MINUS 1% AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL EDITION PROTECTION REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA FIRE PREVENTION CODE 7TH (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 7417, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI $1&14) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) AND. LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN_75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST 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 201E EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" 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 BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL 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 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: ITS THE INTENT THAT ALL WORK CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX T1 OF THE FLORIDA BUILDING CODE 71% EDITION (2020) IS TO AU ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY ADMINISHALL STRATIVE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" 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 300E 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 (B) LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014,WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER: INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM 0926 AND ASTM C10 , 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.. COARSESHALLASTM C LIM SIZE O300E ROUTSI OF 3/CONSTRUCTION UM COMPRESSIVE STRENGTH AT 28 OF TONFOR CONTINUOUS MASONRY NSPEAXI ARE REQUIRED 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 META OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, 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' L. NG, 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 DETAIL MS05 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 BEAM. PLASTICSCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9. TYPICAL. FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVEREDER OR COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS PROVIDED 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS. FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 31844. WITH TOP OF WALL FACING MATERIAL IS 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) (PSF)WATER-RESISTIVE ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALL$ AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE R703.7.1. WATER -RESISTIVE BARRIERS. TOP CHORD LL 20 20 20 20 WATER-RATER-R BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 BOTTOM CHORD LL* 0 0 O 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 OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC:, SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 4. MANY OF THE NEW PRESSURE TREATED WOODS USE 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, W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 ONE CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN'TOP PLATES. (NON -CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BM NAILING PATTERNS. MANUFACTURER'S INSTALLATION INSTRUCTIONS.. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. 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 MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E F1)=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, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/4D, EXTERIOR OR OSS FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH. FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING 7 SHIN R 03 FLASHING. 0 15 /32" RATED OSB EXPOSURE 1 SHEATHING: 7 6" STRUCTURAL I OSB EXPOSURE 1 R WALL SHEA 1 / .4 APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES. AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: - WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED :(ALLOWABLE) 124. MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDINGTYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE I-)VALUE'DENOTES SUCTION DIAGRAM AREA ® O5 - (+) 27.6 (+) 27.6 10 O 29.9 O 37.0 nCD4) (+) 26.5 (+) 26.5 20 O 28.8 (') 34.4 O a � 50 (+) 24.8 l+) 24.8 (•) 27.1 (•) 31.1 Q Q (+) 23.4 (+) 23.4 100 (-) 25,7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0„ x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.57 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY'W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. - 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS SA DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC ```,�tgifPPt trrZ® 4ncat���•,0 ±Rf�FS e -4(-. 04 LJ O �'<hj°•, ILO \:may".. !e i4E (C in I d c w xg 8 to 0 M OD @'jam LL � 0 N0 Z W FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL, PRESSURES � �t13 �'� a rl SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES "Wq a w IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) 290 = g 3 BUILDING STRUCTURAL FRAMING COMPONENTS, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER1£aS a o SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN ° $ i PR DUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 9a �� " & 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER ANDITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. LL LL a tem C1281, AAMA 812, OR OTHER APPROVED STANDARD ASAPPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: a; az 8MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.. BALCONIES/ DECKS 40 (PSF) g2 5 v J TO THE SURFACED THE FLASHING EXTERII 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) g, Q� APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS- 9A " wwv� Fosavc.cord ❑ ❑ • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARADING ROOMS 60 (PSF) C9 • UNDER AND ATTHE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) E # Z g • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, Z o • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME - AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) N 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)` Z d CONSTRUCTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q • AT WALL AND ROOF INTERSECTION. SLEEPING ROOM 30 (PSF) '". } °- N • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STAIRS 40 (PSF) UPLYFT CONNECTORS FOOT NOTES I���1JI 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.BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A To p NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. RijO MORE INFO. w FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 9M $ 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS, It Is the Intent of Designer/Engineer listed In the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed to aS 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 iz m " 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The. Builder and all subcontractors are required to c �0_ 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 ¢ (v d noit 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 Deslgner/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 t0 DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONK KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the MI FOOTING). a " 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 documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAYBE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) .4 x 2'k" TTfENS TO information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 THEREOF, RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THE, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE 3000 GULFEIREEZE PARKWAY MASONRY AND (7)-Sod NAILS TO TRUSS FOR UPLIFTS LESS THAN S60 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 172E#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Englneer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFIRREEZE, FLORIDA 32563 CONSTRUCTION AND KA AND FOR HAS NO DUTY T0. TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. ' NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In accordance to the teens of the agreement DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT ♦ Job Information: FOR IF STRAPS ARE. MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION LO LDAMS' 11"'MES REVIEWED FOR W 00 Cn Oi- Northwest Floridan CODE COMPLIANCE > ST. LUCIE COUNTY I-' 0 m LO a z 0 _I W Z) M- BOCC _ M to a) f♦ Model Name / Number: 3000 GULFBREEZE PARKWAY GULFBIR`_ °_ E➢ FLORMA �32563 � I �` 2( 1820 ♦ I Plan Issue Date: Wednesday, July 21, 2021 ♦ KA PROJECT NUMBER: FILE CCPy 21-8345 0 D LSheet: w Of: COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL. FOUNDATION NOTES (U. N.O.) CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. STEM WALL OPTION IS TO BE USED. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I8. IPPED MIN. 6" AND SEALED. REINF. OPTIONAL CURB FOR e(2) GRADE F.F. 2 4" 2500 PSI CONC. SLAB W/ BX6 10/10 W W M, OR FlBERMESH SEE PLAN ASONRY @ ELEV. 0'-0" ; ' :,;/ (1) - #5 BAR CONT. ^ /FlBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284FOR FlBERMESH OR NEU14 FOR FlBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATETERMR TREATMENT. 3 • INDICATES FlLLED CELL W/3000 PSI CONC. FROM FIR. TO 2STORY20" X 20" BEAM W/ (1) E REBAR TYPICAL ABOVE STAB. HOOKED FTG. REINF. - NW/ 3 - #5 CONT. DOWELS 17" EMBEDMENT W/ 30" EM. ABOVE SLAB. (2)#5 SEE PLAN r 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR REBAR 16"BAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. BEAR NG 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE FM01 SINGLE STORY FTG 1/z"-1'o1 FM02 SECTION @GARAGE 1/2"=1'-0" U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OFTHE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR. USE ALTERNATE I APPROVED METHOD. REINF. SEE PLAN F.F 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE - SECTIONS R403AA.1 THROUGH R403.1.4.2. W W #5 REBAR 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT CONT. THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: ' 2000 FM03 THICKENED EDGE REQUIREMENTS RSF SEE EMENTSIF SOIL CONDITIONS IN THE PROJECT FOR COMPACTION 1/2" = 1' 0" = Y-0" REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE d' * SLOPE MAY VARY 24" MAXIMUM DEPTH. ENGINEER PRIOR TO, FOUNDATION POUR FOR VERIFICATION OF ( ) FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. IF GREATER THAN 24" CONTACT FOR OR DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) REFERENCE FMASW FOR STEM WALL OPTION THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR, EXTEND 6" BEYOND F.O.M. EACH END, TYP.. GAR. FIN. FLR. FOOTING SCHEDULE o GRAVITY • MARK SIZE DEPTH REINFORCING CAP. lbs. _ _ e Fl,p 1'-0" X CONT. 1'-0" 2 #5 E.W. SOT. 2000 * (. ALIGN DRIVE W/ BOTTOM OF. RECESS & PITCH DRIVE cQi ! 2 STORY: 20" X 20" ,o a•-0' x z-0" '1•0^ Fz3 65 E.W. BOT. 7200 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR 1•-0" 3 #5 Ex BOT. u000 FM09 SECTION @GAR. DOOR -0 =1,• F3.D 3•-0•X3•-0" �•-0� 4#S E.W. DOT. 368Op F,.5 3'-a' X 310" 3'-0". 4 #5 E.W. 60T. 21500 2x BRG. WALL 2 STORY: 20" X 2.W (SEE FLOOR PLAN Fa,p. a'-0" xa•-0^ r-G" 5 #5 E.W. BOT. 28000 W/ 13) - #5 CON�T. FOR MORE INFORMATION) F4.5 C-13"x4�4 r<" 5#5E,W.BOT. 34500 F5.0 5'-0' X 5'-0" VA' 6 #5 E.W. SOT. 42500 N SEE PLAN LAN -:--= • F6,0 6'-0" x s'-0" 1'-0" 7 #6 E.W. BOT. 61500 EE Pr£ L LEGEND INDICATES SINGLE -STORY FOOTING 4" 16" 4" 2415 REBAR 8" 4" ® - INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING FM11 STEP DOWN BRG. 1/a"=1'-0" 1=M12 STEP DOWN NON BRIG. 00 SEE PLAN 00 d' OPTIONAL CURB SLOPED GROUT a ' SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" G y TYP. SEC. ELEV. BAR WITH CURB (1) #5 CONT. (G.C. VERIFY) 00 BAR ��• • REINF. io F.F. (SEE PLAN) 2 #5 CONT. • INSTALL LINING ` U 2 #5 BENT BARS W/ * r_ `-''* • w w MIN. 25" LAP SPLICE MATERIALS PER FBC-R P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN .MIN. COMP. UNIT FM14 SECTION @ RECESS SHOWER 1/2"=1'-0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" 7=- BY ALTERNATE: REINF, THE REINF. BARS SHALL BE #5 CONT REINF.GRADE SEE PLANMCONTINUOUS AROUND CORNER COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25° CORNER BAR ONE N FOR EA. HORIZ. iv REBAR, TYP. U.N.O. o (2)#5 REBAR v A/C CHASE 0 4" PVC SLEEVE 2 STORY: 20" X . THRU FOOTING W/(3) - #5 CONT. C FM19 TYP. CORNER BAR DETAIL i-1/2"=1'-0" M23 TYP. FIND PENETRATION 1/2"=1'-0" 00 STEMWALL SCHEDULE a MAXIMUM FOOTING DIMENSION STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BA S <674# 61-8" ro >2'-0"3'-4" 10" 10.. 20" 24" W/ (3) #5 BA S 674# 5'-4" 4 >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BAAS S 8454T 4'-0" >4'-0" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE HOSE SEE CHART ABV. -MAX. F.C. 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND BIBB SPACING (o.c.) Np ,' ' WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND W.W.M. TO BE TIED TO #5 LERT�LFABv. TON. #4 TURN BARS ARE REQUIRED (4 EACH FlLLED CELL LOCATION. EACH BAR TO (1) #5 REBAR SPAGNG TIE INTO VERTICAL BAR AND EXTEND OUT A MIN, 4'-0" INTO SLAB/ STEM EA V HOAR.CONT.TIED TbEA. VERTICAL REINF. 6AR iE NOTE 31IFBTEMIS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO#4 TURN BAR ® STEM CONSTRUCTION FOR MORE INFORMATION WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0' " .� ` ; , " FILLING IS TAKING PLACE EA #5 HORiZVERTICAL COM. TIED ro,: 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" HN VERNCAL REINF. B I „ u V ' RN cti4DE-8" MIN. -_.,y ,C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TO TOP OF „ " h • TALL (TYPICAL ALL CORNERS) STRIP FIG. ! , : ++g °.°' . m " ,C. 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS COMPACTED CLEAN FIL 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. IN MAX 12" LIFTS •+ " 8.R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FIG. W/ QTY OF 'MIN.. COVER d *SEE NOTE5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF. PER SCHEDULE b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) .SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMAM STEM WALL SCHEDULE Nrs 8.. 4' 0" 7 . 3' 3' 8" FM19 3 4 TY CORNEP. RS ■ ■ ■ ---------- ___________________ ■ ■ ■ ■ ■ ' I ' HOSE BIBB N FM11 3 to a UFMO3 I w , F2.8 I F2.5 2G i , ' STEP DN. 4" a ; co i FM11 �--•� , TUB it W.C. , UNIT I; LAV. LAV I I ��J) in nJ\ $$ Id 1Jj a= r' -11LAV N $" 3' 1" 1' 11" II In , L JJ N O� iv 11, 8t1 W.C. .. Q rI ' I C0 TUB $FYLES VARIES I I' I VERI DRAIN 1 I1 ' I y�, LOC/� i I : F.G.4 SHWR r I •• I , In 2' 2" 12' 10" . - - - 24' 8" ` \ rTr If ___, -DM ) `` m SINK I - 12' 11" ; 'o ROVIDE CHASE FOR HVAC UNIT 50 VERIFY LOCATION _ o , r ' FM01 i i r' — _ _ Q , 00 �l ' - �(m T -. 1 FM01 Q 3 1 1I.WASH jI � ' I--------------- :� lily So �- - - ' STEP ON. 4" , I W.H. `I FM12 ' FM11 3 3 ' ' I U I I I d iQ i STEP DN. 51h" I 20' 0" 6' 4" ' I C.J. , o , I 3, 8" 7' 0"2' 8" iI o ' ----- ------- -- F2.5 M i-iEVIEWED FOR 4„ COMPLIANCE ,}BODE N 3 ST. LUCIE COUNTY o FM09 I ip ROCCio ------------------------ a ---------------- (2) #5 BARS W/IN EACH F.C. TYP. @ EA. 16' 0" SIDE OF OPENING 2' 0" 6' 4" 13' 4 39' 8" FOUNDATION PLAN SCALE: 1/4" -1'-0" ALL ELEVATIONS : ("nopy FLORIDA CONTRACTORS LICENSE NO- CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 w / oD IL t a 0 � a N 3 m m a Q J W Z) M o J 00 (1) (n LO VI Model Name / Number: 1820 Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8345 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING HTIN & RECEPTACLES 3 WATTS PER SQUARE FOOT OF 'IVING (THIS FORMULA ALLOWS FOR CEILING F CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B='' 20,000 CIRCUIT CALCIULATIONS FIRST 10,000 AMPS @ 100% =j 10,000 + 40% OF "A" = 00 x 24,010) = 9,604 + 100% OF 'B" _ (20,000) _ 20,000 TOTAL WATTAGE='39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS =, 165 ASSUMED EDGE OF WALL M � 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL. FM24.1IALTERNATIVE (PROTECTION BARRIER N.T.S. 1 1/2" VTR TO SANITARY SEWER PLUMBING RISER. NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR C VERIFY LOCATION VGFI IN FIELD I DISCONNET EV BIBB k INSTALL FAN INb`TALL FAN BOX PREWIRE WPI a£OX PREWIRE GFI 1^ /X ' INSTALL FAN --- -- BOX PREWIRE -----------�� r\ - `-- --------- I , I , I I CM � I I ' I ' I o GFI ii I R o o ' O GFI - --- ----------i --l-------- ---i----- \ FAN �(�INSTALL FAN D \\ PREWIRE ' ; ' ; 1..1 BOX PREWIRE I I I ' , tti I — w GFI. GFI II'I GFI --- 20 ./ ....,. ISP 220 MICRO/ FI FOR D/W HOOD LOCATED IN ADJACENT CAS'6-d I I GFI / I CEN. Of WALL o 1 Ile I I 1 Z 4 I 220 I ' P r — I GFI GFl I \ - L � t PB W H GFI @ ELECTRICAL O 220 42" AFF CM ----- PANEL , w :ATTIC ELECTRIC -------------- IF REQ'D BY CODE / / - l - --nil FAN o U) BOX PREWIRE wz ZFjZO a 00a p080 // I <IZi¢=, ,/� / /DOOR I — ' BELL I w w &� GFl GFl@ WP I �AK .. o m a zo w FOR GARAGE 42 AFF GFI m y ' o DOOR OPENER , n 0 o w n O O ZJf - cl m \c Ili ---`------------------------------.--------- , I I ' I I ' COACI I I LIGHT I I I I ' I , I I ' I I _T7Ffl ------ ------ ------- --COACH COACH LIGHT LIGHT NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED MOM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AMP {GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 38"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL. WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE. FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 22.7 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). B. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS' SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH. DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY. BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A. RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %�� FLOOD LIGHT $4 FOUR-WAY SWITCH �/ �•J jDM DIMMER SWITCH FLUORESCENT LIGHTING 1} CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED-) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y GROUND FAULT INTERRUPT h DOOR BELL CHI MES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 F DISPOSAL TV� T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING Eil JUNCTION BOX WATER PROOF RECESSED LIGHTING TT THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR E 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER .MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYPELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER #8 COPPER TO RANGE INTERSYSTEM 0 a TO HVAC BONDING TERMINATION. 94 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY E. ya2 =wa= m r sd d C13 bl'�N�G W d $dw �6\s?Z=„m O LL E.a-ame 0 23IL $EyyIE© 6 N O E '�5 NM"N.FDSEM16.00.M ❑ ❑ ❑ z � z a e — In Z N 0 W 'O P�j p Y — O w Ln Ln c � U wNE N d U N 00 ® D' MS HOM195 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 LO LLJ to M �\ 00 *�' n ,/ m � N U � a ZF-YUm In a. Q J Lu M o JmU)(n 0" / Model Name / Number: 1820 / Plan Issue Date: Wednesday, July 21, 2021 / KA PROJECT NUMBER: 21-8345 Sheet: /■ Of: ELECTMCAL PLAN VENTILATION CALCULATION BEARING 0 ENTRY TOP OF BLOCK 0 H FIN. FLR. TOP F BLOCK W'DOW HEAD HGT 0 Fo FIN. FLR, 25 SH SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE I CrT FIN. FLR. 48" OFF RIDGE VENT (2) 3050 SH Lill 2868 FRENCH DOOR W'DOW HEAD HGT a0 DBL 25 SH 12 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH REAR EL VATIa SCALE: 1/4" =1'-0" Ij 33/2 SH 12 —t6 TOP OF BLOCK 0 io FIN. FLR. RIGHT ELEVATION "A" SCALE: 1/4"= VFO" 48" OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT - _ — DBL 25 SH TOP OF E 48" OFF RIDGE VENT TOP tF BLOCK _ *144 _ not inof ventine needed One Soffit product provides 'Qr and exhaus 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq In / of Overhang distance 1.33 ft S.F. of Area to be vented (SF) - 2409 s.f. Total needed for exhaust for upper 1/3 578 net sq inches Total needed for intake (Soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent. needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan 169 SMOOTH DECORATIVE - RAISED BANDS RETURNS 2'-0" SEE FRONT BID ELEV. FOR SIZE & STYLE — - FIN. FLR. LEFT ELEVATION "All - SCALE: 1/4" =1'-0" VVtKHtAU UVUK S.L. AND 16" H TRAIN. ABV. CEMENTITIOUS COATING RAISED BANDS DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "A" FILE COPY SCALE: 1/4". =1'-O" t®8ti t8111/11 u" 'TI �IlalaBlf�rs+� .o d 3 0 W 1, �$E mRm Q �iw e ffi � i ik a8 QrnC�iE!Ui qm �g'w N`y gip' s p�sm II19NFc lIJ d NMg.4 6 ti t z c =L�'s 3 � Ma Vj IV dam ZN meLL a @s k &N W . V S � m=E £ 3� WNW.FOSENG.CON ❑ ❑ ❑ LO Z rdn JE Z Z Q J � a Z J1 � tp n 4� w d 0 O 1l.1 c E � �000 c MD Q ci o m 4 DA OMEES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: IoL 0 F— Z ci o rn LLI of) L 00 M W e~d d z � C.) to 0 J ED ' J co(n � FI Model Name / Number: 1820 Fj Plan Issue Date: Wednesday, July 21, 2021 / KA PROJECT NUMBER: 218345 Sheet: 97 of: ELEVATIONS 1 I. FOR WIND SPEEDS if 155 C MPH w ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 16/32".) IF 15/32" IS SEE DET. 71303 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS FOR WIND < 155/C M G.C. TO PR BLOCKING W/ APA RE FOR SPAN SHEATHING SEE "HIP/R BLOCKING W a S �Xg 2 BOTTOM CHORD GtLE END BRACING. C& OP CHORD 2X4 #2 SYP 4'-0" O,C. MAX. FORK FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. T1305 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I NTS FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25ft 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 l VALUE DENOTES PRESSURE [4:12[{12.12] (SO FEET) I(-) VALUE DENOTES SUCTION .x-4ft AREA ROOF 1 2e 2n 2r 3 3ill 3r HIP -37.02 51.06 1 -51.06 51.06 10 GABLE 1 -37.00 1 -37.00 1 58.9E 1 -58.99 -58.99 -76.03 Q ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE)' ZONE 1: ASTM. F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ® , ZONE 3, 3e, 3D ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q Q SHINGLE:11132" EXP. 1 ("Ill r Ili '232" EXP. 1 (Q20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 4B" x 0.113") NAILS r r r 2. WHERE THE SHEATHING THICKNESSIS GREATER THAN 15 82" FASTENED ,SHEATHING SHALL BE S �B�H� 7 WITH ASTM F1667 RSRS-D310d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER "ALB-R_O®F> 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4 12}[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM LB" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le. O NAIL AT BASE 2 ROWS @4" O.C. W/ Bd COMMON NAIL. © NAIL AT TOP RATE TWO ROWS @4" D.C. wl Ed COMMON MAIL. © NAIL OPENING PERIMETER w/ (2) ROWS @ 4' 0 C. W/ 8d COMMON NAIL O NAIL INTERIOR AT a"D.C. W/ Ed COMMON NAIL. O STAGGER ALL VERTICAL JOINTS S NAIL @4"O.C. WSJ COMMON NAIL. . O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER w/8d COMMON NAILS 04" O.C. (2) ROWS @ TOP & BOTT. O (2)9d NAILS @B"O.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLEENO. 15W OSB - EXPOSURE 1 SHEATHING tI II I _ Jl:-c PROVIDE BLOCKING I II II I AS REQUIRED PER SECTIONX-XIFNCT FULLHEr;NTSHEET - - - © FLOOR SYSTEM ------------- NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 21/2'. 00 NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 13" (2). Zx TOP PLATE BEYOND 16/32' OSB EXPOSURE 1 SHEATHING ME-CONTINLUS ATING OF DGE DETAIL BOTTOM CHORD BOB MINN NINO N� LL 11m LL -' LL ALL SHEATHING 2x4 P.T.RASE PLATE BEYOND SEE A PLAN 2e RIBBON OR BLOC19NG BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM LOCATIONS ATIONSEL BLOCKING LOCATIONS MIN 2 x 4 TURNED VERTICAL W19116' &' FLITCH PLATE TO W/ (2) 121 TOENAILS EA i 318" TCH .8' = NAIL PLATE TO VERTICAL W/ (4) Bid SPACING I NAILS 3/4' 1/2" -1 L am. �1m (2) Ed NAILS @ 3' O.C. SINGLE NAIL EDGE SPACING - - - - - - - - - - -_= - II-11 IIIIIIIIIIIII1IIIIL FC SOLJD2x8LOGICNGI I IIIIIIII-IIIIIIIIIIIIIIII @ALLSHEATHING IlIIIIII 1111111 EDGES .i11IIIIIIIIIIIIIIIlIII (WE SECTION X-X) ..-IIII D T�ruip7 OPENING - -- NIL _�lJlIIIIIIIliIIIIIIIL III III II 11 11 w_ 4 III Ili X 11 11 a0 III II - JL__- ? -%- _-_ -_- : rn III IT 11 1 III E li STUDS BEYOND. IIII IIII IIII II II I If IIII II II Ifs I II II 11 SEE PLAN JIII Il TI IIII II II 11 I� IIII I1. 11 I IIII II I1 III1 I❑11 II I IIII I IN I N I IIJ II II UI I III 1 11 m III II -W 11 I11I II 11 lill YL JL-1 1I II II II II I 4_1 J!_ L LL STAGGERED VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATIO AND NAILING SCHEDULES N.T.S. �I CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV A Base TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT. FASTENERS NOTES POINT UPLIFT DESIGN RATING C1V- C5V, E7V, E7VP, H7V L/R -327#or less HETA16/PER TRUSS INFER 1810# (9)10dx11/2 ACT-A06, D01 L/R -810#or less HETA16/HETA16 1810#/1830# (9)10dx11/2 9 10dx112 1810#/1040#/` -'(9)10dxl1/2 A01A L/M/R -581#orless HETA16/H10A/HETA16 (18)10d x11/2' 1810# 9 10d x 1-1/2" 181D#/1810#J. (9)10dx11/2 B01,606 L/M/R -653#Or less HETA16/ HETA16/ H10A 1040# (9)10dx11/2 1810dx112 -196 PLF or less 330 PUT /1810#/ (1)16d@4 O.C. A01C L/M/R NAILED /HETA16/HETA16 (9)10d x11/2 PER GE01/5-4@CONT. BRG -582 #or less 1810# g 10d x112 (9) 10d x 1-1/2" e HETA16/MTS12/MT512/ 1810#/990#/990#/ (14)10dx 11/2 AOT L/M/M/R -703#or less HETA15 1810# (14) 10d x 1 1/2; 9 10dx112 (10) 10d x 1 1/2 (2)HETA16/(2)HTS20/(2)HT520 1920#/2620#/ (48)10d x11/2 A08 L/M/M/R -1849#or less / (2)HETA16 2620#/ 1920# (48) 10d x 1 1/2 10)10dxil2 (9) 10d x.1 1/2 HETA16/H10A/HETA16/ 1810#/1040#/ (18)10d x 11/2"` A01B L/M/M/R -849#or less HETA16 1810# 1810# / 9 SOd x1 2 ( 1 i✓ 9 10dx112 " DWA CONT. BRG. - 88 PLF or less NAILED 330 PLF 1) 16d @ 4 O C PER GE(fi S-4 TRUSS MANUFACTURER; PROBUILD GATE OF LAYOUT: DATE OF TRUSS CUT SHEETS L =LEFT, R = RI GHT & M = MI DDLE REAM NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAW I NGS ALL CONNECTORSARE SIMPSON PRODUCTS "' OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET SA E- CA m F1 RAKE FRAME BRG WALLS TO 10"-0" F1 cy) 7\ 3/12 VLT 10'-011 CLG 3/12 VLT DTB15 D I ' 1 I 1 3/12 VLF 10'-0" CLG 10'-0" CLG y 3/12 VLT 1 3/12 VLT 1 1 ' 10'-011 CLG I 8'-0" CLG C I 10'-0" CLG I C 3/12 VLT I S4 ODD SPACE BRIG. 8'-0" AFF C W KNEEWALL 10'-0" AFF 8-40 GE15 TRUSS LAYOUT "A" & 8'-0" CLG 11011 1011 SIMPSON- CONNECTOR SCHEDULE MARK TYPE CONNECTOR A FASTENERS SEE WYP OFRAMEM A AlMI0dx1 VT OR 181tl MASONRY HETX%w(WlOdxi i/T !-1 FRANE•CO H2AAw/11018tlN41LS 535 AM FRAME TO Hal O MASONR W12' I TO Foil OFRAME MASONRY AMC (2) QRRAMEITI Ao MASONRY 4E1 JZ RUMETO MASONRY, LDI IA FRAME OR Is FRAME TO (2)L< ©9 MASCNRYI -811 1015 1010 JESE9 930 VISIT Ri OR LET.MITT 8B0 "a Loa 3330 SITE MUST DXY ITE u u2S 1310 LIT, :RIOR 2?e0 2MPo WG dUS AT.R. HOOT raw WI ROEM will] 3400 4T26 750 1 2030 IM M 1657" solos 69604' USP-CONNECTOF C MCMR&FASTENERS HTA18 W E0)1W x 11MCR H1A20M(10Ewx11a' RT7A W EID)W NAILS RIS5 1876 615 695 "ITS 00B20 996 1a 10(5 1185 aTw 44sB 1285 1530 2670 3050 7020 0780 71. 3100M =M mill I 4520-F B480M 7050-M 0480 F "" © 11 1 UYl1B0 'JN1135 (12)tl4'xZ3M'iAPCON3IID MA9.) U4ID30 UN860 FRAME OR 12 I6d 8 B I Od FOR FR ( I I) ( AMEN. SY .F P Si2 YP M 18d 8 10d FOR FRAME (1 1 NI ( I SYRF SYPJ.' FRAME TO R) RETA16 OPT RI HUA20 1820 IND (2) HTMBOPT(2) HTA20 1670 OD MASONRY 1-PLYW(10) t ad x 1 VT OR 2305 2365 iPLY w/(10) 1111110 OR 2420 2.PLYwl Ir2)1% 2-PLYWE2)18d NTeMI$ W RI10d WJLS AND (4) IN'k21M" 455 1110 HTMHS W(SIT W NALa AND (4) 1/4`XI SAT" 1145 1225 FRAME TO TAPCONS WE OE�BOLT O MASONRY WSM20 wl(10)10d MILE AND (4) 1/4'k21W 955 1110 HTWM20 .1 P or N NA&S AND (4) 1AW 39' TAPCONS WEDGE -BOLT "45 1225 ©FRAME TO HiOSW(8)MX112NAILSANOR)L8'x4" 730 Too MASONRY TITAN FRAME TO gTTIT NI 1N`x UTSDSWOOD N DTB-RW 81/4"Xi U7'WS15M0D () q 0 N MASO R 9rXREs,MFE 1l2'BATR.EPDXIEOW D) t 8B6 ZI46 SORE AND 11/TB wI W9 1610 1838 MMP30N `6ET'BEE NOTE 841 NOVENI 91MPSON"ai"�E NOTE84 FRAMEI"0 NTTSW(26)161X2 lT NNL3ANQ(I)5MP0 HTT45W(26)16I 11TNALSNND(U '✓ MASONRY ATR. EPDXIEDw'SINIPSON BET 42- 6990 W&TA.T.R. EPOAEOWMNP9ON 9ET' 1 - BOOB (SEE NOTEM SIS M(SEENOTE84BEL0 FRAME TO HT74Woa)161RU2'NNLS PND(I)518'O HTT45W qB) 1Wx2VT'NASSAND(1) O MA30NIRY ATR.BPOAEDw/SINPSON'SE- 8640 MIS NS'B A.T.0. EPOAEDWSINPSOi 9ET' 41M (SEE NOTE 84 BELOW) SEE NOTEM BELO r FRAME RPRWE H10SW(Ull0dxIVTNAIL3 785 110 LUGTIW128)8dx11WMAIS vs Isis UOFRAME HM9KTW(4) 1M'51112' SDSYVOOD 760 RTIBM W (9) 10dx 11IT MMLSB MASONRY 9CIREW981811NX21/4'TAPCONS M MI 1M•x13I4°TAPLON9 1396 I:N6 TO VGTW(18)l/4Y3'...D.EWSB OFRAME MABgV�, III SPBAT.R. EPDXIEDWSIMPSON"SET' 3555 4940 W iT MIN EMBEDMENT R)V3TW(32)TAM" WSWOOD SOREM WOFRAMEro NT, MAS.'SET 3 P) SrEA KER. EPDXIEDwI SIMPSON sin 7185 W 1T MIN. EMBEDMENT FRAME TO VGT W (18)114"x9" SO6 WOODSCREWSB HOW-SO32.5 W(101 iM',RiTY'90B WOOD SHa 4591 MUOTib WNnusa(l)sa R46 wl(181 4160 FRAME SCREWS&(USIS"SAT.R 1W NAILSB(U S8'H AT.R OFRAME TO (Z)H715 w/(52)1W'k21?NALSB 43 �0' (2)IHTT45 w1152)ISCk2112"NALS BOOB FRAME 11)WB'BAT.fl. 9FJe NOTEp41 &ItI MPSA.T.R. IEEE N."T - NPNPRA, n,xMP,.10wN,:TPR t CONME ALLF IRUWESMINTERIORQEAMNOW000WALLSIBWMSw/R712d TOENAL3. 2 ALL TRUSS TO TRUSS CONEOTIONSARE PROVIDED BYTRUSS MANUFACTURER, UN.O ON PLAN. 8 G.C.MAYL EITRERMMMMORUSPCONNECTIMS,SEEMAMINGKMt FORCONNECTORCOLLOUT. 4. FORSINGLE PLYTHUSSES, SCAB ON FULL HEIGHT SYP 41 T"'TOTRUSS VERTICAL WEB W(2) HOYIS OF 10d NAILS 0 WO.C. WAGCtHED. & 1TMN.A.T.REA93EDMmracmUBONDBEAMU.N.O. 6.. SOB TRUSS CHORD W4'-0'2x SYP82(MATCH CHORD LUMBER 61217w/(2)ROM I0@4' FROM END& 4' O.C. STAGGERD,C TERATCOWCMRLOCMMA3 MUCH AS POSSIBLE. O. MINMALCONPECTORUNOONFRAMINQPLAN 1. CONNECTIMFMALROOFIFLOORTW)SSMS MABMWWALSILIME ICFWK UNOONFLAN 2. CONNECT ON AT2VOR Sr 0.0 PENDING VERTICALS FOR ALL FLOORTRUSBES PARMLEL TO MASONRY WALLS SEE DETAL P1112133.1 FOR MORE MFORMATION S. CONNECTION FOR N.L HIP JACH(CORM R JACOTO MASONRYWALL811CFWAL34JNTET 4. CONNECTION FOR A.-1-CONTINUOUS RIM BOARD TO TOP OF MASONRVAT 32' O.0 MAX. W (2)AT EACH CORNER.GC.TOWRIFYLO TIONDOESNOTCONMIMTw IIQFMP CMLE)LAYWT 5.. CONNECT AL FLOORTHIISSES TO INTERIOR BEAMING WOOD WALLSILAMS w/(2)12d TONAIL3 <B MINIMALCONNELTORUNDONFRAMINGRAN ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING- SEE [RSH) SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION, TILE ROOFING SYSTEM (SEE ARCH.) SEE [RSH) SCHEDULE THIS SHEET 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS. EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1.1 ... -- NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS IDS, 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 FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE£.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 Ill REVi VED FOR FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROO PLAN III ELEVSF FILE CII FOR OM. DIST I C.M.U. OR ICF WALL 0 f METAL DRIP EDGE SEE TYP. WALL 2 x SUB -FASCIA SECTION -ALUM FASCIA 2X2 #2 P.T.MIN. FASTENED 2x BLOCKING NAILED TO TOP CHORD OF EVERY PER NOTE 2 BELOW. OTHER TRUSS W/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYR (**) (***) BLOCKING W/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24" 0,0, FASTEN TO CMU W/ 3/wx3" TrrEN 2 AT 16" O.C. IF WOOD WALL, FASTEN W/ 0-14811 AT 16"O.C.) 3. IF) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE A) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSEjj1QN DETAILS (**)ALUMINUM So 'ITS 1'L4" BLOCKING REQUIRED, (+**) VINYL SOFFITS i'-0" SHALL HAVE FOR SOFFITS < 1'-4" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2,1 TYPICAL SOFFIT SUPPORT DETAIL 3/4 =1'-0" ..... oe' F A '7 .�� 'u 10J�1 e• (y o f c�' \ <) r. O10 F..� c a �ag to 1 00 IIg �E DzWCL ti�z W LL �� W ai DO ri6 01=IL�� li it 3 E13 i zo .ZD W aMS ¢ 0 JJ afi�� B���{ 0° m d. >w 2N 78 ¢ D k a c Ln o m �� WWVI.FDSFNG.COM ❑ ❑ ❑ IL UI �' Z_ p g Z C4 O N o_ n Z to Try m Q JJ w Ow �` w f c �hz/ill ro („2 U p 1 - I'IJ r O Qj xl 9 U 05r6 R (� N C; I.1�1 M�11 Q e0 1 WII AIWA,\DAIMS, HOM 8 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT_ST. LUCIE Tj JJob Information: 0 Z TV TV ei W i 0) 00 m a 3 > d Z 0 LO ED � O_3 _1 03 cn (n ♦ Model Name / Number: 1820 ♦ Plan Issue Date: Wednesday, July 21, 2021 ♦ KA PROJECT NUMBER: 21-8345 Sheet: 6 Of: ROOF PLAN D UNTEL BEAM: = 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 O LOCATIONS SHOWN ON THE FOUNDATION CONC, SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO TOP OF SLAB. I' MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - SOd X 11/2 SP6 OR SPR FOR 2X5 AND 2X8 WALLS o _o n DOUBLE 2x TOP PLATE 1' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. :'c •'r W/1 #6 REBAR VERT. 'r 'e INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL I r 8" C.M.U. 2"X #2 SYP/SPF P.T. W/ (3) 1/2" X e- "J" BOLTS OR (3) 1/2" X 8' EXPANSION ANCHORS OR (6) 3e X 1/4' TAPCONS OR (8) 2 7/8" HILTI TD(.DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO 1 n.lncnnlmV nnrJNCnTInK1 nCTAII V I N.T.S. I MS03 20" MIN. LAP #5 REINF. BAR #30R #4 REINFORCING P J BAR 25' MIN. SAP #5REINFORCING BAR #5 STD- 900 HOOK #5 1 AP SPI ICE SCALER"-1'-0" +. P #6 REINFORCING B.AR • GRADE 40 U.N.O. 96 LAP SPLICE MS051 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4- X 2aA" 12" O.C. t 2 X 6 1/4- X 2a14" 12' O.C. 2 2 x 8 1/4" X 2aA" 12' D.C. 2. NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST I___ .LINTEL) ,. 12) 2X P.T. > BUCKS W/ 1/2" O.S.B.. BETWEEN FASTEN PT 2 NAILER TO MASONRY r i IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL Ns•S. SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL- SEE LINTEL SHEET FOR SIZE OF LINTEL) C DE BEGEa5 •.": /14 tin.. w..-.�.4.... .M.H.`EsI,GHTO •'•R'qw wen a"S ! TRANSOM OPENING •FRAME INFlLL ' AROUND WINDOWBY �jl BUILDER SEE WF01 FOR MORE INFO ;a ! ! ! (2) 2XB WOOD HEADER - ! TURNED SIDE WAY ' ATTACHED THE FIRST PLY 2XS TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. USING (61 3/1W DIA. X 13/4' TAPCONS INTO MASONRY & (4) 10d X 11/2' NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST - PLY W/SOd STAGGERED @ 6" D.C. - OPENING - MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM SIMPSON SP2'S TOP AND DOT. W/ 12 30d NAILS @EACH. STUD -� 2 X 4 SPF AT IV O.C. - LISP LSTA30 W/ 22/101 NAILS - TRANSOM 2XS P.T. W/ V4­4' TAPCONS @ 6° D.C. IN MASONRY OR 10d NAILS @ 6" O.C. IN WOOD. SEE PLAN FOR HEADER REFERENCE DETAIL III WFO2 TF RADIUS I I I / OPEM14G REQUIRED III TRANSOM DREDGING I ARCHED OR FLAT I I I 2x4SPFAT 2.2x4 SPF III y _ 16"O.0 / SILLL� PLATE I I I _U_ u h l� ell S64pscr SP1 W/ 8)-10d NAILS @ BOT AND USP SPT24 W/ 12-10d NAILS @ SILLq I h DOOR OPENING WF08 I LINTELS AT ENTRY DOOR w/TRANSOM 2-2x4 SPF TOP RATE SIMPSON LSTA30 Will-10d TO PLATE fill-10d TO COLUMN SIMPSON A34 W/ (8)-Bd X 1 1/2 NAILS @ TOP & BOTTOM OF HEADER 4x4 MIN. OR BUILT4IP COLUMN FA. 20 NAILED W/IOd @ 8' O.C. SIMPSON MSTAM36 MAY BE USED W/ (8)1/411X2 1/4" TITENS & 1040d MARS P.T. SILL PLATE W/ %'xW ANCHOR BOLT @ 32" O.C. @ BASE PLATE DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM SIMPSON A34 W/ (8) 8d X 1 112 NABS OPTIONAL FRAMING TO IE 2X4 SPF UNLESS OTHERWISE NOTED. N.T.S. O O ALL ELEVATIONS H O sRG4AR A'r io= IM' Cl£nR a.• un4. d.; aaax S b Real Ai ocnIp" c aF cos a ry 90 rM. MSNFpmpM fia/e AGT11Al Fl 104V M L L rc Rlev m^Norma. ma+u TiPE DESIGNATION h.sum wnN 6ayT, u. uv„,.., QIAmm' cF er PFPM Ai BC'iOn 6 LMA GAMY SFl6-IB/IT N0.MMRL WPIw j Lou., fir' NOMM HS4W SomAe AT 11 MATERIALS L. ro Precast limels=3500 PSI. 2. fo prestressed liable =6000 pal. 3. Tc grout = 30DO Psi W/ mexlmum 3/8" agregats. 4. Concrete masonry units (CMU) Per ASTM C90 W/ minimum net area compie"Ift strength w 1900 psi S. Reber provided In Precast Ilntel Per ASTM A615 GRIND. 6. Field rather par ASTM A615 OR40 or GRIND. Prestressing strand per ASTM 4416 grade 2TO low relaxation 7. 7/32 Wind per ASTM A510. 8. Mortar per ASTM C270 Type M Of S. GENERAL NOTES 1. Previde full mortar head and bad joints. 2. Stare Tiled Socials as requited. 3. filrallwon of lintel must comply With the architectural and/or stmaturel Erawirgs. 4. Unlels ere manufactured will 51/2" long latches M the ends to accommodate Wmical cell reinforcing and grouting, 5. All limels meet or exceed L/360 Vertical deflection, except hotels 17-A" and larger with a nofnlna bright of 8' meet or exceed L/180. 6. Botam field added rebar W be located at the bottan of the Intel cavity. 7. 7/32' diamond wire StlmpS are welded to the bottom sled for mechpnlool anchorage. B. Ceslfn-pace cwarete may be provided In composite Ilntel In lieu of concrete masonry colts, 9. Safe bad rethgs based on shard deal analysis per ACI 318 and ACI 530 10.Untel rrin. depths are veiled out on limed plan. If contractor instals a deeper lints) lion Indicated on the Plan, doing this Increases the strength of the lintel and Is approved withbd engineering letter. t a smaller laded Is handled contact FOR for approval. SAFE LOAD TABLE NOTES 1. All velum# based an minimum 4" bearing. Exception: Selo bade for unfilled Iinlda must be rearced by 20% I hes rbrg length Is less than 6-1/2". Safe loads for all recessed limels based on 8" nominal ceding. 2. N.R. - Not Rated. S. Safo leads are told superimposed allowable load an the section speclfied. 4. Safe loads based on grade 40 of grade 00 field robot S. Auditions lateral lead wandoy gem be obtained by the designer by providing addlonal reinforced m4Aanry above the precast lintel, 6. One #7 rebar may be SdbstlMed for two #5 mbars In W lintels only. 7. The designer may evaluate concentrated loads from the safe lose tables by pakplatblg the maximum feslslltK mamant and shear at deemy from the face of support. 8. For composts lintel heights not shown, use safe load from nand lower height. 9. All safe loads in units of parade per Sins r fear. (ODE COMPLIANCE ST. LUCIE COUNTY BOCC PRECAST'U" LINTEL W/ 3000PSI CONC. GROUT SHALL BE FLUSH - AT OPENINGS SEE GENERAL OONCRETE WRH i0P OF WALL LINTEL SCHEDULE FOR REQUMEO REINFORCEMENT HURRICANE ANCHORS R I ni R I� I� 10" STD. 90 HOOK (TYP,h '. HooK i.y� 'ra Y. �Y • to as 6 v) g 3T0 M ncnorc-_ .. REBAR ON BOTH SIDES OF OPENING U.N.O. ]PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CIVIL COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS G'•6" AND LARGE W/1 B"xB"x CMU U.N.O. TYP. BOND BEAM 6'xS"a16"K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONE W/1 #5 DIA REBAR INDICATES FILLED CELL FROM FrG. TO BEAM WITH1 #5 BAR MIN. I TYP. DOWEL 25" MIN. LAP (ACI 530) SEE FOUNDATION SEE FNNDATION PLAN PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. to;ROAR 11ldTgJP ✓ �Ac~�•�� �V SE .s c c� ae^'ill bN "Y\✓ ����'f2f%211 Yo IAT1�L�.y 02 C N 3 N8 08 C OI m 00 W i?m E��Bs.'��ga88t�$4�'r��=S FgTg�"ra"a�w�aegca F(O�zIZE�oc�itwvntn''rrmig._n6-m`$a- �ov�ti�p.gS$r4`S8oe'i dmdULi W Q9.4LL D Wfa�mGOi CrWa`O 103 gL W�WR� R C. W €e8-. m rS he N3JOi WWW.FOSENG.(:OM ❑ ❑ ❑ Z O Z N CQQV Q Q J 5 a -i -m Z L/1 CO Di A - La `D 0 � w V -- w � I v1 ZD d VT ZD -9m 1 [9 fCS _ W NN o do N _ N .r- t`-do MI N 4 y 1 1pOp� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 le - to IT) W � M 00 0i N 7 N 1-- `Ne 0 n a O J W:D M o to L` J oo (I) (o Model Name / Number; 1820 VT Plan Issue Date: Wednesday, July 21, 2021 VI KA PROJECT NUMBER: 21-8345 Sheet: S.JL Of: TEL PLAN o SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END— W/ (2) %NS' SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X `a" 1 1W STEEL LAG BOLT W! WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/211 X 8" A.B. W/2" a "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o y SECTIONAL ° ® OVERHEAD CONT. DOOR 3)3,G37 R Lff .., WOOD P.T. #2 SYP 2" X 6" ; • i. +, ' 1+• .vTRIM o � ••, , Y ,+ .. > ".:'e 41 "' ••• rfr•r II�• •"• •• l _-`i new 2"x6" P.T. WOOD JAMB cf PER DOOR AND CONNECTION GARAGE SLAB " -° Pf"« ''`� GARAGE DOOR MANUFACTURER �� ;, •. U \ ®'` 'B®`' TYP, GARAGE DOOR 1 C)'b TRACK MOUNTING DETAIL a - - NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS d - DETAIL - UNLESS NOTED OTHERWISE 3 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N 00 00 O ^§ •'n-I J J J S q tt33C103 LL LL I] vNBfg 'LL s�EumgNtiZB W a a wA( g-2. G PQ G:PLL'F• W m rn - BLOWN IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH a. gg 6 � �, = HO 'BLOWN -IN R-30 INSULATION PER PERMITAPPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) o . - aW E�CFBC AND ENERGY FORM SUBMITTED WITH PERMIT , 12 FIBERGLASS SHINGLES OR ROOF (PER ELEVATION) c as #'�-' `°' 4812 a �.aPROVIDE APPLICATIONTILE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT m$ xaW SEE PLAN (FOR VENTED ATTICS) PER FBCR 905. 1.1.1 OVER APA www.Fusrrvc.CON ❑ El ❑ PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- ,- ,2 ^_ p r FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) UNDERLAVMENT TRUSSES @ 24" [RSH] - ON FRAMING SHT. FOR O.C. SHTG & FASTENERS. OVER APPOVED PER FBCR 905.1.1.1 OVER APA I _ ' : I �' ¢�: z o $§ WOOD PREENG. WOOD ROOF SHEATHING - SEE SCHEDULE SHT. FOR .; '.. .: ' `.J��>�.n_A.J...M-n-n.-r-� TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR Z Q ? TRUSSES @ O.C. [RSHI - ON FRAMING _ _ _ _ BRG. HT. N SHTG&FASTENERS. " 5/8 OR 1!2° DRYWALL a _.., ' TRUSS ANCHOR (SEE PLAN) HIGH STRENGTH CLG BOARD P ETALDRiP EDGE N TO BE INSTALLED ON OUTSIDE FACE FELT PAPER OR TRUSS PLATE 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP Ln 0 M _ � - - - — - — - — - 3/4^. P.T. NAILER ,• •� SOFFIT. SEE ARCH.CORNERS min (3) 2x4 OR v fB a PLANS 4x4 w/ 2x4 POST UNDER EA M 5/8" OR 1/z" DRYWALL HIGH STRENGTH CLG (-METAL DRIP EDGE 1/2". DRYWALL �J n n s x a x 16 K.D. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. NAILED w/ 8d NAILS 6" w CURTAIN NAILER LINTEL BLOCK KEEP IN 3/4" FOR SHEATHING BOARD 2X SUBFASCIA 1 x 4 P.T. ®WINDOWS n n O.H. W/ (1) #5 DLL REBAR & AND LATH WITH FINISH D.C. t!)12 ~ - CONNECT ALL 2x STUD SOFFIT. SEE ARCH. lx 8 P.T. @ S.G.D. :7/" n SEE ELEV, 300D PSI CONCRETE (TYP.) ALL SIDES / (TYP.) FRAME FOR COP- a� - N E TO TOP PLATE WITH (4) 16d TOENAILS PLANS PRECAST "U" LINTEL / O / � �° � NERS FOR NON LOAD O + v° \ a ° \ "' � � R F 1/2" DRYWALL _ SEE SCHEDULE N ° > \ BEARING SIDES NAILED / b' °' 2 0 ..- o a SEE PLAN FOR HEADER SIZE p°' P ° ° < w/ 16d NAILS ®8" O.C. U �' v L p0 v° W N N OPTION, O.H. 15/32" OSB EXPOSURE 1 ON 1/2" x 8" J-BOLTS \ \\ -, 0 (TYP.)<F COURSE HIGH A.F.F. DAMS'. HpM�S MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. EXT, WALL W! ALL EDGES BLOCKED. $EE TB13 FOR NAIL ATTACHMENT. ti (1) CENTERED EA. SIDE W/2" WASHERS CMU BASE FILLED w/ CONC ir� "oiom u ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" r' (TYP.) w/ (4) VERTICAL RENF w/ PLY ATTACHED W/ (2) ROM OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. n n 3OC PSI OF COLUMN PLAN Al-A1 3000 GULFBREEZE PARKWAY „ „ CREBARONC. L CONC. ALL LocAnoNs SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN a & FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN a v PORT ST. LUCI E LOCATION OF OPENINGS IN v SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO W/11-10d TO BEAM . • FOR BEAM SPEC. — Job Information: OPENINGS ARE INDICATED, FULL & TO FRAME BELOW '"' STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT, ON r ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW CEMENTITIIXIS DECORATIVE WINDOW STOOL PER SPECS ell h W/ SCREEN I PRECAST CONC SILL a 11 FIN.THICK PER ASTM C-926-98A 26-98A N I , • REVIEWED FOB{' O MXREINFO PAPER BACKED FOIL R-4.1 INSULATION AT CMU BLOCK WALL N '" ' �+ � w /L CODE COMPLIANCE 1/2" DRYWALL MAROORPLANFOR MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT '/ y I EXTERIOR FINISH - (SEE ELEVATIONS) � SI" LUCIE COONI�. %� N r-1 ON SHEET 6 APPLICATION IG� ++ FOR NAILING EATHIINFORMATION FOR WALLSHEATHING. 1 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR BOCC W l� 0) �O t0 p) 14 R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC P.T.2X #2 SYP. BASE PLATE x 1 x 4 P.T. 17" IN CONCRETE - 25" EXTEND 530) ABOVE - 00 CO a) M CL AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" T1TEN BASE NAILER (ACI SIMPSON HETA20 Ip aj SLAB. ALL LOCATIONS SHOWN Al Al BUILT-UP CORNER MIN (3) 2x4 WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. W507 WOOD BASE ON FOUNDATION PLAN W/10-10d TO COLUMN POST OR 4x4 POST w/ 2x4. UNDER r ,' m WOOD BASE MIN. 6" FROM - SEE � EACH END OF BEAM I— �•�/ r 0_ $lF FOUNDATION PLAN FOR TERMITE SHIELD HI I SEE FOUNDATION PLAN FOR O J M , FOR SLAB INFORMATION _ _ _ _ TOP OF SLAB _ — I. SUABINFORMATION —. -. TOP OF SLAB - — NOTE: MUST 2 X 4 P.T. PLATE L u- J Do v) v ) ,e � BOTTOM STRAPS BE a Model Name / Number: I. IF.a—�iF �v�i, M � • Mt�a.} INSTALLED ON INSIDE OF GRADE COLUMN. DO NOT BEND g. GRADE I b STRAPS UNDER PLATE, c °ra 4° �7-➢,>:?�° ° 1820 —1 i N PLACE STRAPS IN FILL a' a . • , o ,v Plan Issue Date: CLEAN SEE PLAN FOR IRE N CELLSw/#5 REBAR w �r.;, ,:4 „ (TYP.)4000RSE HIGH CMU BASE FILE COPY COMPACTED w -BAR QUANTITIES +. 1 FILLED w/ CONC - SEE PLAN FOR G FILL :°� ° . m II : 3 : SIZE. TOP OF COLUMN BASE- July 21, 2021 _ • • + ^ • �'•'��L� + 2'-0" AFF V. KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION • • FOR FTG REQUIREMENTS PLAN 21'8345 . i Sheet: NOTE: DETAIL CID21 /.. 2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=7 WS01 TYPICAL WALL SECTION 81I CMU 3/a"=I-W CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.TS. TYPICAL FRAMING DETAILS STRUCTURAL SHEATHING CUP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING- ' - ATTACHED PER NAILING ' SCHEDULE TBI3 ON r SHEET6 I STUDANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR ; SIMPSON SP4 WOOD FRAME WALL PER FBC , AND ENERGY FORM SUBMITTED ; WITH PERMIT APPLICATION , 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T- i STUD TO BOT PLATE: SIMPSON SP4 LINTEL =r.: 1/2" X 8" NOTE: HOLD FRAMING 1/2' ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSHIf WITH. BLOCK FACE 8'CMU WALL "SJFi{-® c ow S s� L WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1'_0" �'� r N rJ.:c� PROVIDE 2x4 ON TO , h OF 2x8 TO BLOCK OUT "2ROWS 12d@ r�r�:^ FLCt, tiro, t, TOP PLATE ATTACH W/ 3" O.C. UBLE 2x4 dsd�P° ease)}1911 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) N qe" \ STRUCTURAL SHEATHING a c 4f/ \ �� 7/16" MIN. NAILED W/ 8d 2x4 STUD N, �� COMMONS @ 3" O.C. @ PER PLAN �� EDGE & 6" O.C. FIELD RUN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE �� FULL SHEET FROM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 �` - BOTTOM OF FALSE BEAM TO TOP PLATE W/ (4) 16d TONAILS(2) ON EA. TOP PLATE SEE O SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD STANDARD ER (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM PLAN 2x6 FRAMING D `Y� I�` v " 00 * NOT REQ'D. WHEN QT SYSTEM IS APPLI E� STUDS 2x4 w/ 2 ROWS OF I \ gg ® 0v 0 12d NAILS @ 3" O.C. I �` \� WOOD BEAM SEE TOP PLATE TRANSITION I c7 PLAN FOR SIZE HuczlB (l gag SIMPSON MUC410 OR 2 r PIPE OR DUCT. W/ OUBLE 12d I �♦ �. _ n ,. TO BUILT-UP COLUMN �'' PENETRATION THRU + + r• TOP SPLICE I IS SUPPORT COLUMN BUILT-UP MIN. F e N W in M e € a a TOP PLATE w/ MORE -1. +I w � ' (3) 2x4's OR 4x4 W/ (2)-SOd a � � � g Q 3 °' LL � ui vi y NAILS @ 8" O.C. EACH PLY o mw 9 a: w 3 ROWS 12d I , 8' B— _ THAN 50% OF TOP o � PLATE WIDTH INSTALL @ 3" O.C: 2X TOP PLATE TO 1 30g i i (SHOWN AS 4 x 4) m z o SIMPSON PSPN516Z GABLE END W/ 16d I - J , I , (2) SIMPSON HETA20'S $ S g B m ¢ p _ W/ (12) 16d NAILS TYP.°,y17 - NAILS @ 6" O.C. a ; , ,; w/(12)-16d EA, TO COL. m TOP & BOTT. 4'• ,'I 'x, ALT. (2) MSTAM36 STRAPS s E 2 "' F1 d a 1--- -+'+ u TYPICAL BLOCK , G e OTTOM SPUCE , CENTERED W/ (13)-10d NAILS c � OB o v_I p NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS g e9 Z p p TO TOP PLATE W/ (4) i6d TONAILS (2) ON EA. OVER STUD • * :sue * + WALL `• Ea TO COL. N SIDE TYP. TOE NAIILS MAY BE SUBSTI UTED W/ TIE BEAMWVlVJ.FOSENG.COM (1) SIMPSON H2.5A. CONNECTOR @ EA. STUD TO 2X4 STUDS @24" O.C. TOP PLATE W 8d 2 1 2" x 0.131 NAILS W/ SINGLE BASE & TOP 'D * NOT REQ'D, WHEN QT SYSTEM IS APPUED PLATE W/ PLYWOOD Z SHEATHING v — o o NOTE:. COVERING Z co•I -- - PLATE LENGTHS MUST BE AT Q LEAST8'-0" LONG. TYPICAL [ CD04 BEAM @ RAISED ENTRY MASONRY WALL. N.T.s. zcli �— v `—' HL •I-"e W D 2x8 SYP #2 � o TOP & BOTTOM lJ — m ` L h ATTACHED W/ 0 c} m (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED U 3 cn E _... m 1,$ v id'i BOX HEADER DETAIL • cg o dill * CRIPPLES MAY/MAY NOT BE PRESENT. a w 6 wo ")m IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION A DAMS -HQM6S WF17 TOP PLATE SPLICE DETAIL �GE15 FALSE BEAM AT GABLE END N.T.S. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X O.S.B. O.S.B. OPENING G.C. TO W W/ 2 8d INSTALL (3) TITEN HD. IN ) TITEN EA. END (2) 2 x4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED led (3) 2 x6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16tl S" X 8" SPACED COMMON WIRE NAILS (D = 0.148", L= 3"I OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) PER SIDE INTO CMU AT TO HEADER, NO BASE EDGE VIEW (D"0.162",LT3-1/2°)OREQUAL (D=0.162".L=&1/2")OREQUAL JACK HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SUE EA END EA END EA END EA END LESS THAN 4' 1 2 (i 2 >4' BUT <9' (2) (3) (2) (2) 0'-0" - 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER&JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE NO. & SIZE OF 3000 GULFBREEZE PARKWAY &GRADE RAFTER TIES EACH END GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE NOTES: CONNECTOR REQUIRED PORT ST. LUCIE 1) ADJACENT NAILS ME DRIVEN MOM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG — OPPOSITE SIDES OFTHECOLUMN. SCREWS OREQUAL (SPACE ASSHOWN FOR 3PLY) (3)16d 2) ALL NAILS PENETRATE AT LEAST 3/4"-0F 4) REFER TO NDS SECTION ISS FOR a INSULATION AT EXTERIOR SEE PLAN SEE SCHEDULE ♦ Job Information: THE THICNNE55OFTHELAST LAMINATION. ADDITIONAL INFO. SP4 AT COMMON 2X CRIPPLES@16"O.C. WOOD FRAME WALL PER FBC 24„ O FOR WLL W/ SIMPSON SP2 TYP. 5'.I AND ENERGY FORM SUBMITTED NAILS(TYP)- i HGT. TOP AND BOTTOM 2-ROWS 12d NAILS WF37 TYPICAL COLUMNS DETAILS N.T.S. WITH PERMIT APPLICATION STAGGERED @ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2' CONTACT EDR FOR SOLID W/ GROUT. (NO ,•,• FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) �r. �:. F.F. OVERHANG •,', ;.: CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" M M�M�It• �I 1 , • • 1 LOCATION---*, I%, i 8130 j ,/���� _ `` All /Fll w 1•.�ii%/ o', ':� r 7/16" • 16" O.C. TO SIDE &TOP NAILER �� i "r • �•'��� • ! • • • ! © • • •• :d •ABOVE ELEVATIONSEE •' R • • ••TRANSOM :• • EACH END * WHEN STUD LENGTH 12"O/C 3-R FACE 3-ROWS REVIEWED FOR (� IS LESS THAN USE 12d@ NAILS STAGGERED AI ®®E ^A LSTA30 STRAPS AT EACH S A 1 @ 12" 0/C FOR 2 x 10 COMPLIANCE STUD WRAPPED OVER OR GREATER HEADER �`"r" I TOP PLATE & NAILED H TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 N e STRAP - S.Y.P. HEADER W/ p GQ 1/2" FLTTCH PLATE w rn M 10d NAILS @ HEADER (U.N.O.) (,.) a) 00 8" O/C TYP. > s W cpi FILLING AND BLOCKING AS L DOUBLE 2 x 4 REQUIRED FASTENED TO �_ �/ / , Y U cn CRIPPLE STUD TYPICAL (U.N.O.) HEADER W/(2) ROWS OF 12d 0 16" O/C UNLESS f0 J W = /r) C NOTED OTHERWISE '... J m U) U) Lo u- ♦ Model Name / Number: 2 x 4 STUDS TYP. ' 1S20 SIMPSON HTT4 W/ (18) CMU NSIONAILS AS/8" EXPANSION EXPANSION ANCHOR FILE COPY ♦ Plan Issue Date: OpP R � W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE Wednesday, July 21, 2021 ♦ KA PROJECT NUMBER: YfNG STEP DOWN * HOLD DOWN CONNECTIONS NOT REQUIRED @BEARING P.T. BOT. PLATE 21-8345 NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN'G Sheet: Sy 3 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.Ts. WF39 TRANSOM DETAIL AT ENTRY 1/2"=r-0" WF09 WALL HEADER DETAIL N.T.S. v7®` TYPICAL WALL DETAILS 2X4 #2 SYP BLK'G @ 16" O.C. W/ MAX 9" UN@UPPORTED *DIAGONAL SPACED AT 20'-0" O.C. MAX (2)16D NAILS EA. END. SEE [RSH] TO BE LESS THAN SAME SPACING AS BOTTOM CHORD LATERAL BRACING. .- SCHEDULE FOR SHEATHING ATTACHMENTS. > " 2 SYP IF 9 ZX$ # i o O UAL TO 45 RE MIN. FIRST 4 BAYS " D.C. ( BLK'G � 16 , MINIMUM 2"x4" '' ' 8d NAILS ®4" O.C. 71.F" CONT.2X4 #2 SYP W/ (2) CROSSBRACING'i X 0.131 @ 8" O.C. EA. SIDE (SEE PLAN FORL ` "� AND ROOF LOCATION) '''"'e ''., y..:= �' BLOCKING SHEATHING SEE TB13 FOR SPECIFICATIONS 2x4 SYP L BRACE FOR 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. APPROX. 8" FROM RIDGE 2X6 SYP L BRACE FOR • ' THEN 48" O.C. AFTER. NAIL W 312d (9) EACH END & GABLES 6'-0" AND TALLER. ''' • CROSSING AT 45 ANGLE. ATTACH L BRACE w/ 12d NAILS ®4" O.C. (NOT REQ4 J- OR SGABLEHORTER) ASTEN (1)AACETO CONT 2x4 SYP OR SPF SPANNING (4) BRACE COABLE TRUSS _ TRUSS BAYS (8'-0") NAILED DIAGONAL LL PLATE w/ 10d ® 3" O.C. (3) 12d - - W/ 312d TO CHORD (MIN BLOCK PLNAIL GABLE TRUSS PER JOINT 1ST 4 BAYS)FT TO TOP PLATE w/ CONTINUOUS LATERAL BRACING- 16d NAILS ® 4" O.C. "xS' A HOR BOLT ACE AS SHOWN- 462xY8AT 2x4 SYPN SPFBLOCKING.KNOCK KINGCONTINUOUS NSITALLEBLKGRAT TRUSSWBS . BETWEEN TRUSSES OUT. COURSE O.C. MAX. FASTEN TO EA. BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3)12d @ EACH TRUSS w/ 3-42d NAILS EA.MASONRY WALL TRUSS WEB END NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE " TRUSS w/ 2.12d AND 1 T813 FOR ATTACHMENT SIMPSON HS w/ OVER JACK TRUSSES, SEE PLAN. TB01 TYPICAL CROSS BRACING DETAIL N.T s- TB02 TYPICAL CROSS BRACING DETAIL N.T.s. 10-1odX11n" NAILS FASTEN (1) SIMPSON HGAIO maY®Tseuaal' ee 0 48" O.C. w/ 8 1/4"x1 1/2". >'°` 0 10.9 PROVIDE 2X4 MIN. BLOCKING AT SIDS WOOD SCREWS GABLE 2z4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" w J �" Z. �_' r CENTER LINE OF HIP/RIDGE; TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM / AND w r v BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP BELOW, SEE PLAN. 1 1/2" N LS 10d x 1 1/2" NAILSLd CHORD @ WOOD FRAMED WALL @ DUTCH GABLE ` c A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.TS. ` ? I v ' - WOOD TRUSSES AT LEAST TRUSS RLAP A ____ TRUCTURAL PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 N TOP CHORD WHEN REQ'D.' NAIL TO TOP CHORD -moo OF HIPPED TRUSS W/ TO PREVENT SHEATHING RUSSE °� 3 SPAN FROM EXCEEDING 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER K SIDE OR BOTH IF REQ'D) (2)12D NAILS ROOF AT 12" O.C. MAX MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING " PLAN E 8gg IY ( w 000 2X4 BLOCKING It N~ J J R(0� w6°' Lo BETWEEN TRUSSES HIP TRUSSo" RL ®�F334 w a SFCT-A-A gm Qv$pp W v Q a ppyy W N ZF�SSo O TB03 HIP BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL N.T.SSCXX$I�'YS /RIDGE (TYP) , �Mby"Y W2�;r m in Z a r� g IL SAES Ory J y $Wi Z wtiWLF99E14.COM ❑ ❑ ❑ Z � 8 TRUSS NOTES: z N 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 BEFORE ROOFSHEATHING IS AND J U) a. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER THE APPLIED, 'i 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 N f TO SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY � � co MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT Q% EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVENLY 2. ALL BRACING (DB,CB.BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL rn 4-'1 ly,p LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20•-0" O.C. MAXIMUM. 3- ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. C •U a 4, ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ,� ) 0 UJ ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. � S. PROVIDETRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEELHEIGHT. SEE TYP. TRUSS BLOCKING DETAILS N ai SHEATHING ..._� C7. 3 TO 4TRUSS 4A3 SHOWNLT Aa NAT "., TRUSS SPACES OIREECCIIONE RD A DAMS HOMBS VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE W/ (4) 12tl TOP &BOTTOM OR H5 TRUSS 12}1 NAILS OR HCLR/LL IN PLACE OF (4) SOD SEC)I(IN TO E TRUSS _ REQUIRED 0 RAFTERS GREATER THAN 8'-0" Be FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE i0P DOUBLE PLATE TOP. PLATE SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS GULFBREEZE FLORIDA 3Z5G3 PRE-ENG. TRUSS SECTION B B DIVISION LOCATION: 2.sTuowALL VARIES w/ ROOF SLOPE 5I> PLAN PORT ST. LUCIE \ , CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ / \ \ 2X4 SPF BLOCKING / \ Job Information: SPF 4WD.C.iW/(4)12d (4) 12d WHENIT NG. TRUSS NEXT TO PRE-ENG-TRUSS 2x8 gW NG. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ BETWEEN TRUSSES \ \ @ 48" O.C. MAX. SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d B REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER THAN B•-o". \ \ \ 20 SPF BRACE COLLAR TIE \ / 48" O.C. - NAIL w/(4) \ \12d AT EACH .CODE COMPLIANCE SHEATHIN --jF RAPIEREVERY rd \ \ \ \ ALTERNATE DIRECTION ST. L,UCIE COUNTY 2X4 BLOCKING BETWEEN C6 BEVEL CUTS \ - BOCC �— TRUSSES W/ (2) NAILS (OPTIONAL) BEACH ENO, CONT. M.EACH.BAY 01 B TB 2X4 SPF W/ (') #7X31/2' / / TRUSSES C ., Ur> ALTERNATING DB WOODSCREW EACH TRUSS OR HS 0 48",,,0-C. / / SEE PLAN Uj 0 (A 0) >p BEACHING / / LO M PRE-ENG. TRUSSI _1 \ / / OO M N O. STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. \ / / / / 0- U LO SEE PLAN FOR CONNECTION \ \ SIMPSON A34 OR \ \ / / � 3. U M M O. B 2X4 P.T. BLOCKING BETWEEN TRUSSES W j (2p12a NAILS DIAGVWOOD * 2X8 #2 5YP RIDGE BEAM AT s'TRUSS (USP MP4) ® \ \ / / 2'-0" ON CENTER \ \ / / O _j LLJ Z) �) O ' n ' n LO LL• J EACH END MAX �(- 2aB RAFTERS ® 2'-0"O-C. / 2X4 SPF BLOCKING \ (\ BETWEEN TRUSSES v / v, MAX. w/ (3)12dCOMMON WALL BELOW TOENAILS TO RIDGE BEAM K \/ 24" D.C. MAX.w/ \ / \ ♦ Model Name / Number: (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN NC.MASONRY 4 FT 0 2'A' D.C. MAXW / (3) 1DD COMMONTOENAILSTORIDGEBEAM / ,\ (3)12d EA. END (TYP.) SEE PLAN2XEL COPY1s2o OR WOOD FILE V Plan Issue Date: T &PoNG SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Wednesday, July 21, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING V KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING Al-o3 A 5 ` O '7J INFORMATION 2x4 S.Y.P. Sheet: S® 16" O.C. TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s' TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING LAND BRACING DETAILS p— 1111111111110 5 6" 0 THERMA-TRU 114STALLATION����� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma"Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws, Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. IN SPA EVE I5 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE an, 6„ 3' la- I;_ 3- 3" 3e - 3„ 3„ ' Ill _ _ _ I11 E 1 3 3„ 3„ 3fl 3" DOUBLE DOOR W/ SIDELITES 7A /E fl ;PACE .VENLY '' 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR 105 not all within ; ileyeentenine- , i Rai OecM led each ehhhlle --da^ 7" s W use In 6th(uw Valley cantedlhB ° SHINGLE INSTALLATION GUIDE -I\� \l!�11,1!JI!!�■ NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/6" MIN HEADS G PER SHINGLE. Pont veto' rapes Ocoee , 3sa C0"a Na 1°a O° ,s�Goa FUiNGE. OMP MOE OHALL RE NEU A MAEMUM OF 121n ON Mae AS DMRIANED IN MON R301.2.1.3 IS 110 MPH ROOF CRICKET: MIN: 3:12 SLOPE ASRIALTBASED AT SEAIANTPPPUED .(REQUIRED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) ExrER. WALL FINISH AND MINIMUM Of 6G ABOVE 6" X6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER 3T SEALANT Roof SHINGLES 6" x 6" H GALV. FLASHING CONE 9 m FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED IvasHlNc AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEiIALL INTERSECTION a PACE VENLY INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW ' AND/OR SGD FRAME MIN.) GLUE STRIP ; w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2' PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HID. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 16° C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S LOCATION OF BARRIER TO BE If -Orr IN FRONT OF MECH. OR APP. WHEN REQUIRED 2%¢ 1VfJ0 4" DIA. CONCRETE SHE FILLED PVC. PIPE. By CAULK 8 FIND ASK t TOP OF SLAB E C7 ", 91V cip f it - it I O z 16" MIN. DIAMETER IN �_ CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. CAULK Ij BY OTHERS O.A. WINDOW HEIGHT it 3/2w M= E14fIB bill ,+-09 U,)POD'SCREW 7llj� `IiN �Illi. 9 TNITERTOP LEI FRAMETYPICAL O. Ul 111O A ` • Madam umfastener5padng Wait Framing: (Jambs, Head and SIR) 425prum/Nan/Fie 4" I'_`i.-_'___'I""'_-y h'^-'-{'__'."i"."`� Or Eeter .SNan /' YlOxi-If2" — Screw Screws RMAretle SladmlBead 7A Rol Fin � . C rose Section V few 6RErla View of F)XedWindow M"Imum Ir2- " 5ilimne -- Ederlor Sheetaing Note: We strongly recommend the use o/tlamIng and/orNashing tapes andspl pans as stated In AS7M f 2112-01. However, on to variation In codes and bultdhrg types, It is left up to the and user to determine the proper Installation or these Items. LEAVE THE BUBBLE WRAP ON] Before mmWHrg your window, the bubble wrap may bep°`vled bath for fnspetfi°ti but plaseresock thewrapfb .. proud the bloesfrom scatdhea and Ofer damage Well construction is mm#ete. Stepl Measure tobeslrethe apering s3y8"ti,IM largerthanthe windowsire both serticagy and Plato"lly. • YPl may wish m prednb the installation holes In the On at this thee. Darmand the a hams an Me mIcumify 8n asft are not 942 Apply a generous bead of sllhoom to the became of the mewmdng fin, the enough stlhdone W sugkim0y fill atl voids mHmen the fin and the wall sheathing. Step 3 insertthe window into fime opening ff m the omside. The window is labeled ")made" and "uusMe", but If these labels have been removed, the goeong based Should always be to the inside of the building. Sep 4 Install shams under the sill, edysfing them until the unit a bomb in the opening. SWs should be installed under the sill every 2.feet The wkolow should be basicalliI centered in the opm#V with no more than 1/4'gap bebven the window and wall flaming. 5 Install a 410 x 1-1/2" screas 4'flom the corner tithe fin 9 each end of. the head, sill and both jambs. Step 6 install the remaining fasteners In 8" increments from the comer screws to the center of each frame member. Use am note Over- tl9la n thesrnvsand poll them through the fin. Abe, make sure the som go instraightand do imtcause the frame to bow. Well fourillshmlld be a minhaum of 42 SpruaJPirlr/Fir. Penetration Fastaers should be 410 scram of sulfidet IeVth to adaeve 1-3/8" no, the waband W lam than 2" from edge of framin . Fastener am" needed in each We of fame, machieve 8"5pacl Of Frame Member 10" IV 26" 34" 4Y SO" BB" W 74° 82" 90" 98" Number W Faatesrs 2 9 4 S 6 7 8 9 10 11 12 13 Step? Remove excess ancone tguesew, our fiom araind the On and lna,ect for hoes or molds, Use silicone to fill any vol Step 8 If desired, a foam owlabori can be applied to the interior gap between the window and wall fronting. If applied, fMsmustbe the NON EXPANDING 1YPEFDAM Step 9 Slow these windows as typically used in Fedora w06 high mLNShae, Is, betivooms, A is recommended that the interior gap between the winder and will naming also be soled with sillmna and tooled m as not to interfere with this Retaliation of wallboard, file or him. Sep 10 Once all consirucuon is complete, remove, the bubble wrap from the Inside and outside of the window. If necessary, dean the blocks with a o aid detergent and Rare water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. ".0tTOnfj11111111 f osse `''�C" vCaSE fee � OF 12r ,•. " ,mil SSNa. `4,411 31119ea C II 0 to .r c m m F n m m Rb Ew 3 4k 12 D $ rn ti li ri SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION e9a m' 0 P g Iii AND CALL OUTS. sa pings` DW a Product Approval Submittal AffidavitM °¢ a 0 3 5� 'a=" s Building Address: Contractor: l.Ca �' ° J a . °° Building Permit: % 2 � o� o� � y a Product Design Manufacture Model # Attachment Approval #g m Pressures Method Fs�.g vAvw.flsENd.coM ❑ ❑' Roofing: LD 1st Choice COUNTY ARDADE P. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z a NAILS. 3/8" MIN HEADS. 6.PER SHINGLE. Zg ..N 0 W/ 3/8" MIN PENETRATION THRU SHEATHING " Q a ROOFING VENTS: y_ DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, I t' COUNTY ARP. p "0 -' a FROM EDGE AND 4" O.C. IC L FL21580.1 R-2 Z a in f9 m ROOFING UNDERLAYMENT: L y w d U _ rasa 1St Ch01Ce TAMKO BUILDING PRODUCTS LLC TAMKO No. 30 #30 ASPHALT -SATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH FL12328-R9 R905A.1 0 w M C U-) E _1 Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 CLOPAY ys X i 2"x6" P.T. WOOD JAMB WITH (5)1/2' DIA. x 8" "1" BOLTS FL16546.8 .w r 0 — OODD 9 53W5 2nd Choice CLOPAY 8x7 FL15279.a4 V 'nit -a2 a o°D --w-� Swing Doors: 1st Choice +67.0,167.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" 11 FIBERGLASS DOOR TAPCONS MIN 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN, 12" O.C. THEREAFTER. THE DOOR FRAME SHALL 12 DAMS HOMIRS. +67.0/-67.0 THERMA TRUCORP. SOLID .1 FIBER LA DR BE ATTACHED WITH 3/16" X 3' WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. n r 2nd Choice 1 PLAST PRO ALL ONE .2 7FL20461.2 1 LITE SEFJES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sidelights PLAT TRu Sliding Doors: 1st Choice MI WINDOWS & DOORS I SERIES 420 SGD FL15332.4 DIVISION LOCATION: PORT ST. LUCIE rced MI WINDOWS &DOORS SERIES 40SOD FL15332.12 2nd Choice Alum. reinforced V Job Information: Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin Single Hu SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPOON ANCHOR WITH MIN, IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.9 (fin) HOLES NOT DESIGNATED FOR TAP//CBSON SHOULD BE FILLED W/ #8 SCREWS ` 3500 SERIES +40/-50 MI WINDOWS Single Hung(flangs) OF INSTALLATION TROUGHIDE 5 USE EMBED. INTO SCREW OFBUCK. FL 17894.2 3540 SERIES '.. +50.0/-50.0 MI WINDOWS Single Hung SUFFIENT.LENGTH TO ACHIEVE 1%1 INCH MINIMUM EMBEDMENT FL17678.2 (fln) IN WOOD SUBSTRATE. 3500 SERIES SingleFL17894.4 MI WINDOWS Hung (finless) frame I° Mullions: Z 1H M.1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5790 CLIP INTO CONCRETE FL 18504 1 1st Choice MI WINDOWS MUIIIOn 3 16" TAPCON ANCHOR H SUFFICIENT LENGTH TO ACHIEVE A 11A 0 in 0) " ro m M-1926 Horizontal MINIMUM EMBEDMENT WITH 1' MINIMUM EMBEDMENT WITH 1" MINIMUM FL 3saoa.z Mullion EDGE DISTANCE co CO y y Fixed Glass: > 7 ii 3 N U > d — 1st Choice 1 +50.0/-50.0 MP WINDOWS I MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 REV'IFW D I-Uh CODE COMPLIANCE, ST. LUCIE COUNTY BOLO WITH MIN. EMBED. TO ALL FACTORY WITH ALL HOES NOT DESIGNATIONS DES GNATED FOR T APGON SHOULD BE FILLED W/ #B SCREWS OF SUFFICIENT LTH, TO PROVIDE MIN. EMBED. INTO WOOD BUCK. � � LO r � �1 M L' O —a�P^ Z) j� 'WJ Li J W V / ( Sofflt: VI Model Name / Number: 1st Choice +G6.0/-71.6 KAYCAN LTD Standard vinyl oSf ple 10" on center In direction FL16503.4 R5 1820 Plygem / Variform Double 5 standard Plygem Double 5 standard vinyl Double 5 standard (vinyl) 10" I staples solid 144 ve d -145 FU2194.1 FL12i94.2 Viplan Issue Date: Hurricane Panels: Wednesday, July 21, 2021 Choice Dade County App. SHUTTERB&GLASS Sao finPanels 24 GA. STORM PANELS FL16293 R3 I have reviewed the above components of cladding and have approv@fd their use In the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 5616 Name: Luis Pablo Torres Certification Number: FI. # s7ss6 FILE COPY Name: Certification Number: V KA PROJECTNUMBER: 21-8345 sneer: S-'5 of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH .�..:� RESISTIVE BARRIERa - WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS SELF -ADHERED FLASHING TEMPORARILYSE URE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING TO B E USED. R703.1 envelope General. Exterior wins shall provide theSection building with aweather-resistant exterior well envelope. The exterior wall WEATHER envelope shall include flashing as described in Section R703.4. t�RESISITIVE WINDOW UNIT BARRIER WOOD FRAME CONSTR. R70I Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the TAPE s EXTERIORSELF-ADHERED FLASHING 3/4"4"DEAD OF CONSTR. SLOPE .accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 In SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. .OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30.5 Cm) WALL BY6IN. UP JAMB 6". USE: LIQUID NAIL BRAND PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and break,, complying with ASTM 0226 OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING for Type 1 felt or other approved water resistive barrier shall be applied over studs or shoal of all exterior walls No. 15 UE:1 asphalt felt shall be applied horizontally, with the upper layer lapped Over the lower layer not less than 2 inches. Where WEATHER SELF -ADHERED FLASHING EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the RESISITIVE. CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water-reslstive BARRIER PER FBC R (CURRENT EDITION) 703,7.3 manner t tmeet helrequl requirements offthe exterior wall envelope as described In Section R703.1. SEAL TOPS OF JOISTS j i +j' ('# P Penetrations and building appendages in a UNDER DECKING 4 p (SEE DETAILWP07) I � I SUBFLOOR SELF -ADHERED FLASHING R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over woo tl-bage tl 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 HEAD FLASHING TIE-IN INSTRUe wrath: RIM JOIST' Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather to the water -resistive barrier is directed between the layers. resistive barrier above header to allow for flashing installation Refer to the number marked as ®.in each detail that corresponds to the 2. resistive bad flashing plus head flashing under weather '.. BUILDING numbered Items In the list of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has. a water resistance equal to or resistive barrier greater than that of 60-minute Grade D a p y g y 3. Fold weather resistive barrier back over head flashingand � 1 j PAPER 1.. I nsiall self -adhered flashing In order as shown by numbers paper and is separated from the stucco b an intervening, substantial) nonwater o 2. Install flashing and weather resistive barrier to form water shedding laps -absorbing layer or designed drainage space. seal with tape 8 9 9 P v 2O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible Scale: NTs embedded in the adhesive la layer) for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING /� y ) corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's FLANGED WINDOW W PO { Scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of WPM EXTERIOR DOOR WITH DECK - SECTION W P ®2 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER Y . V 5. Remove all release paper per standard installation instructions and g comply FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER water to the building structural framing components. Selfadhered membranes used as flashing shall com I with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building m py wall with a sealant com I adhere to substrate using a square piece of flashing material (6" X 6 with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281,g EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid�applied membranes used as flashing in 3l4"-1"BEAD OF CONSTR. ADHESIVE. 6. Fold as ShOWob afrOWS Approved xtttiftate/0re EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT exterior walls snail comply with AAMA ing l The flashing shall extend to the surface of the exterior wall finish. A v ° ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD ADHESIVE y (lashings shall be installed at the following locations: O°v O TO`HRF - THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of comer may very, adjust folding of the flashing accordingly to fit ®� �,� °,: °® UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW : P T t E ' °P tight to comer Q a•Gti 4 REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) g 1.Exterior window and door openings. Flashing at exterior window and door openings 8. Mechanically fasten as necessary penin s shall extend to the surface of the J6� LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically �. IN COMPATIBILITY , RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed .it LLI in accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, ` �-. leEFonEFOLDING,MORE OF Z.. ftELEA3EPAPER .TCEXPOSE •. CV FLASHING ERTIC A MINIMUM 8" aoHESNEAsskowN) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the *• 5� O ERTICALLY FROM pp - OTTOM OF fenestration manufacturer's Instructions, in accordance with the flashing manufacturer's Instructions. Where flashing°•• !r.� S. THRESHOLD instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. °r°r0'�"`• a a MECHANICALLY FASTEN AS. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to °t,° i 10 SECTION -A NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection .061t tf tt®v a at the head and sides. (C O 1.2 In accordance with the flashing design or method of a registered design professional - SELF c (SEE DETAIL WP02)` SELF -ADHERED FLASHING -ADHERED 1.3 In accordance with other approved methods. FLASHING lt�\ 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ V 2 WDMA 300 or FMA/AAMA/WDMA 400. a SELF -ADHERED FLASHING 5 2. At the intersection of Chimneys or other masonry construction with frame Or Stucco wails, with NAILING FLANGE /.� projecting lips on both sides under stucco copings. " e (\ O 4 3, Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER (2 SEAL TOPS OF JOISTS 6 BOTTOM NAILING / UNDER DECKING 4. Continuous( above all projecting wood trim. FLANGE C8 (SEE DETAIL WP07) 2 7 y 1 g 'n 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood4rame: construction. g , 09 yM t�~o 00 Dmrp i } m o) e- SELF-ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 6. At wall and roof intersections. s � a go m it WP06 �om� sg _2 HALF ROUND WINDOW WP I EXTERIOR DOOR WITH DECK WPO5 7.Atbullt•Ingutters. f?i��Fc w a INSIDE CORNER 880 5 a lit R SELF -ADHERED FLASHING Y. DECK PROTECTOR .,,,•^�•»�,, »''`', 4W'a tm.5 3 0 13 SHEATHING 7/8" Cement Plaster 718" Cement Plaste in accordance with r a r 1 p LL Z ? ga -.__-- --in accordan " ASTMC926g Z c3 3 w .- - SELF -ADHERED ASTMC926ce with -� M FLASHING PATCH _ v »Vhw4.FD3eVG.COM [I El ElL Felt backed metal Felt backed metal LO xi lathe in accordance lathe in accordance (9 SELF -ADHERED FLASHING r<. DECK PROTECTOR with ASTMC1063 With ASTMC1063 Z o Building Paper Building Paper z $ $ - 9 7/16" O.S.B. DOUBLE sheathing sheathing SINGLE / I JOIST 0 Z JOIST SELF -ADHERED FLASHING - -- • Metal Keep top edge SELF -ADHERED FLASHING '( ' Flashing .. of weep screed fell rr- 2" below top of w ' 31/2" 2 block "MIN J - Unperforated 2 4 Flange 7/8" Vulcum (DO - m M � cauk bottom °Uml (`/ 5 Weep Screed t vl m I' join only fp V = E Bottom of Metal Flashing w L O y SELF -ADHERED FLASHING \ /► ® SELF -ADHERED FLASHING APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN Weep Screed 3-1/2" Unperforated = o 1HO.8362x;DECK JOIST �/ y I- 07 OUTSIDE CORNER FWPO8 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 1 1/2" to 2" Flange 7/8" Weep Screed c Y oIQ INSTALLATION OF THE BUCK/RECEPTOR. 00 It Above Roof 1/2" CemenittlOUS Q 10 d a Shea[hing Decorative Finish ,, DAMS H 0Mg5l, b • • o, All inside and EXTERIOR - WINDOW UNIT .••,p' outside corner will FLORIDA CONTRACTORS LICENSE NO. ORC1330146 need to be In r cut and caulked all GULFBREEZE, FLORIDA 32563 GENT. FIN, 3000 GULFBREEZE PARKWAY Cement Plaster butt joints BUILDING PAPER in accordance ° becaulked usingto SLOPE SLOPE with ASTMC926 0 • DIVISION LOCATION: SLOPE 0.3 in : i in 0.3 in: 12.0 in over wood 2nd Vulcum caulk for all 0.3 in: 12.0 in (0.6 cm: 30.5 cm) (0.6 cm: 30.5 cm) floor PORT ST. LU CI E (0.6 cm: 30.5 cm) _�_ --- � .Job Information: SELF -ADHERED FLASHING REV /+y� ED I"OII`t` WIRE LATH CO COMPLIANCa`r r SELF -ADHERED FLASHING ~- EXTERIOR BUILDING PAPER CEMT. FIN. T. LUCIE/+COl1NTN WIRE LATH ,. BC SELF -ADHERED FLASHING 1 /2" Cement Plaster Finish o LO WIRE TH BIOCk UJ CA re 2 12'Perforated m m Flange 1/2" Weep 00 L ei BUILDING PAPER g r- o_ C E BUILDING PAPER Cement o, Screed . . 7 > m Plaster Z i V to Is - over block 0 J 0i Z:) m o EXTERIOR lstfloor J m U) (n to WINDOW UNIT CEMT. FIN, Slab Install bottom ® Model Name / Number: edge of weep screed 1" below 1820 finish floor rC ® Plan Issue Date: OPTIONAL DE -TAIL Wednesday, July 21,2021 2 NoteV1 KA PROJECT NUMBER: ® The buildin 21-8345 g paper ��d metal lath SELF -ADHERED FLASHING / SELF -ADHERED FLASHING SELF -ADHERED FLASHING must be installed over the top of WEEP SCREED DETAIL Sheet: of: CEMT. FINISH WINDOW HEAD V y P 1 O CEMT. FINISH WINDOW SILL WP 1 1 CEMT. FINISH PARAPET WALL Y 1/ P 2 the weep screed. SCALE: NOT TO SCALE W WATER PROOF DETAILS 14x8 lwcd 215 5" bath duct to roof cap w/ standard 70 cfm bath fan k I M t<ANAI BEDROOM *2 1rAxiL7 CEIl3i/G 14x8 1wcd 145 12x12 FZn-"0 rx .. �.f.. 16x16 rag 14 /-•r .. ,rrjref , F`145 10x1 rag f ft-I I 7,1 10x6 1wcd _ 50 14" 6„ TH r n, 4 I KfTGHEN 1 24x 8 fb ac .I.IYIiYYYYYYYI. ; vuaTED czu. 4" dryer duct 160 8 to roof cap 14x8 lwcd 1 E w/dryer vent box _ 4„ 1 r 31 i a. 45 �8x4 w d 12x12 rag 9" 42X42 A/C SLAB BY BLDR MIN 12x' 2' FROM WALL -- - - 807 iJau AM 4w vooa 'to mir] I 1 ------------------- I f 1 1 , 1 1 I 1 i 1 1 i 1 1 i 1 1 1 1 1 i 1 1 i I 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 1* B T1-e 2 4'k 8x 1 we 6 7wcd 60 P N(NGy �c4� YA,klEu ctlE01G 7„ 2 rag 12x6 lwcd 165 W M -M O 5" bath duct to roof cap w/ standard 70 cfm bath fan W License # CAC032448 REV1FVV97F-) FILE COPY v s 0 O _5 O � � - N 5 ov s O V s `� 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.