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HomeMy WebLinkAboutBuilding PlansIT SPECIFICATIONS: NOTES:STRUCTURAL STRUCTURAL I CRITERIA EXDRAWINGS TERMm. R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO- -- -€ ITLE-----��-- _- �--------- PESTICIDES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED , AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE ST ENGTH AT 28 DAYS OF 250 0 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), ASLUMP OF 5" FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BARING SYSTEMS, PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT,II���44 NLD A MAXIMUM WATER/CEMENT RATIO OF 0,63, FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF�LL 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND TOP BARS OF BEAMS. ORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) CERTIFICATE CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS. RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1'1/2" WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ TO FORM U.N.O. A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 5. WELDED THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE STIRRUPS AND TIES SHALL BE NEW TO BE MIN .75 LB S OF FIBER PER CUBIC YARD. DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE& OIL & SHALL MEET ASTM 615, ASTM A70 SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) S. ALL REINFORCING STEEL / ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN. SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION NOTES• NOTES, REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPO ARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION' "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING EINFQRCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E3046 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHI SIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF-20 WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF REC RD FOR WRITTEN APPROVAL. "P CODE EDITIONS IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL 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 OF THE FLORIDA BUILDING AN7thD ON T ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4,1 CONCRETE STRENGTH IN THE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH E AREAS 30: P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE 2. A EXTERIOR COVERING MASONRY WALL CONST. ` WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE _(B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM G925 AND ASTM C1053, OR ASTM C1787 STRENGTH OF 2000 PSI if m = 2000 PSI) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27 14A. AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH Ik MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 30DO PSI SLUMP 8" T011". CONTINUOUS MASONRY 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS SPEC71ONS ARE REQUIRED DURING CONSTRUCTION. - NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE HEAD, OR 1-1/2" LONG, 16 GAGE 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, CENTER OFTHE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS ROOF RAFTERS (W/O CLG) LL/180 LL/360 TL/120 TL/240 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" STAPLES, SPACED IN ACCORDANCE WITH ASTM 01063 OR C1787, OR AS OTHERWISE APPROVED. WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 P E ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. STIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR TRUSSES/ BEAMS ** FLOOR I-J01ST*** LL/360 LL/480 TL/240 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. 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 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STOP IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHj LL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL OOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2 WOOD CONSTRUCTION ROOF (PST) ROOF (PST} ROOF (PSF) ROOF (PST) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEA WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN 0 DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL MEMBERS SHALL BE S.P.F. #2 TOP CHORD OIL 7 7 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SMALL BE INSTALLED SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL MING 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND OTHERS BOTTOM CHORD UL* 0 0 0 0 AT LEAST INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES ASEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE ONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT AVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) DIRECTED BETWEEN THE LAYERS. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE HEAVY STORAGE 20 50 ONE LAYER OF NO. 15 ASPHALT FELT, FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER. LAPPED OVER 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED, 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS ATTICS W/ * ATTICS W/ NO STORAGE 10 EXTERIOR WALLS. NO. 15 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) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM MAILING PATTERNS. LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND 8. ALL ENGINEERING PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVQ BEAMS; 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. PLAN NOTE FORADDITIONAL ROOF, WALL, SHEAR WALE AND FLOORSHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR Os6 GENERAL FLOOR LOADING DESCRIBED IN SECTION R703.1. FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24), SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. R703.4 FLASHING. N MECHANICALLY ATTACHED WALL SHEATHING: 7/16" STRUCTURAL I OSB.EXPOSURE 11 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES A D 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 (PST) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING - BOTTOM CHORD LL 0 (PSF)EE„OI PLAN FOR ACTUAL PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSEA BOTTOM CHORD DL 5 (PSF) IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3, TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PST) OF THE EXTERIOR WALL FINISH. 4. BRIDGING -FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) TO THE SURFACE APPROVED ASHINGS SHALL BE WALL 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. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6, DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF). UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, • WHERE EXTERIOR PORCHES, DECKS IN STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER; SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) • N WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING .POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS Fool MDr€s 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 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. MORE INFO. FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: s Intent to In the tltleblock of these 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON 'SET- EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING, SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. tt I the Of Designer/Engineer listed 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 e ttem 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 pt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED PERM AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and allsubcomractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM. THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Desigsigner/Englneer 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 CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, the Designer misinterpretations DURING BOND BEAM POUR. " undetected and not reported to the Designer / Engineer prior to MUST be in accordance to the construction.All co construction M S n T E CONT. R E NOT HAVE 0 6 CO 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BA DOES 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 TO FOOTING). , , CONSTRUCTION SITE INCLUDING, BUi 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 MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 'A'x 21A" TFENS TO RESPONSIBLE FOR THE INDOOR AIRQUALITY, LIIT THE , SCCEDULINTHEAN FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Information found in these plans should be directed to our Quality MASONRY AND 7 10d MAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered (} TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS; OR ANY OTHER for reimbursement by the Designer/Englneer without advanced MISSED CONTRACTOR r0 INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5)1/4" x 2 1/4" TEENS ONE EACH SIDE OF TRUSS: PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER CONSTRUCTION AND KA FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANYTIMEFOR ANY REASON. notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE B OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) 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 ON) FO ES OR OF CODE INFORMATION. FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS -- ------ ---- fREVIEWED �OF DATE DESCRIPTION CODE COINIPItIANCr: -------- _ --- - HOMIS ST. LUCIE COUNTY DAMSBOC' Of Northwest FloridaMMI 3000 G JLFBREEZE� PARKWAY (ULFBREEZE9 FLOMID)k 32563 FILE COPY M01DEL 1820 WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE - V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 530 ft' EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE DIAGRAM (-) VALUE DENOTES SUCTION AREA ® 5O (+) 27.6 (+) 27.6 10 (-) 29.9 1-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 O O 50 (+) 24.8 W 24.8 (_) 27.1 0 31.1 0 (+) 23.4 (+) 23.4 100 (•) 25.7 (•) 28A DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7-0" 16'-0" x T'-0" (-) 51.3 (+) 24.3 (+) 23.3 0 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a"= END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. CD r 4( •; �� LOP�'k d c N 3 W T O g �g� " ss• �{E$In?� W 0i w r g * 4 d � a$N�m0i N� L -�m�,E 8�L-6WO x ti Z W tlame€ w a D a w y. 0 0 w m � y all 2 Ix IL t Q 2 Sae" Pip K CJ J N F' C NM/W.PoSENG.CON ;% _ 8 `,. Z. d ,o Z � w O j _. W U -N E t Q N 6 Uq wy1r1 I A s a Mr �I I� FLORIDA CONTRACTORS LICENSE FL ACO D NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: a 0 iv Vj k2 d a -I In n i •. m y oZiWmC - Model Name / Number: 1820 Plan Issue Date: Wednesday, May 12, 2021 KA PROJECT NUMBER: 21-4893 Sheet: 1-7 f: 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 FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR '1 PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8 LAPPED MIN, 6" AND SEALED. REINF. VARIES OPTIONAL CURB FOR F,p_ 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR nBERMESH GRADE SEE PLAN MASONRY @ ELEV. 0'-0 7 "'— - - — /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ W/ (1) - 45 BAR CONT. " ' MANUF'S INSTRUCTIONS AND NER-284 FOR RBERMESH OR •' x �' # "'- " - NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. - * �` GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. *00 » H --. •. 3 0 INDICATES FILLED CELL W/3000 PSI CONC. FROM FrR. TO 0 COV 2 STORY: 20" X 20' BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. ♦ ° , �, REINF. N .� . W 3 -#5 CONT. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. SEE PLAN ♦ ' 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR 16" (2) #5 - (2) # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. REBAR 16" BEARING 5 EXTERIOR BLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N,o.ONPLAN. FM01 SINGLE STORY FTG 1/2"=1'-0" FM02 I SECTION @ GARAGE 1/2"-1'-0" 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE S O GGESTED (ESPECIALLY WHEN USING FIBER REINF-0ONCRETE OR REINF. SEE PLAN _F F 00 B" (1) REBAR CONE FM03 THICKENED EDGE 1/2- 1'-0" (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. R. FIN. F-R. ri ALIGN DRIVE W/ BOTTOM OF " RECESS & PITCH DRIVE 2 STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP W 3 - #5 CUNT. JOINTS 10" O.C. TYP. 18" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2' =1'-0" 2X BRG. WALL 2 STORY: 20" X 20" j(SEE FLOOR PLAN W/ (3) - #5 CONT. / FOR MORE INFORMATION) SEE PLAN EE PLAN 245 REBAR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT APODPEPTH OF 114 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 1 ' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 1315WN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION; 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE. ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. MARK SIZE 'DEPTH REINFORCING GRAVITY CAP.jibs] FY 0 T-0" X DONT. 1'-0". 2 #5 E.W. BOT. 2000 FE 0 j 2'-0" X T-O" 1'-0" 3 #6 E.W. BOT. 7200 P2.6 2' B" X 2'-6" 11-w 3 #5 E.W. DOT. 11000. F3.0 3'-0" X.3'-0, 1'-0" 4 #5 E.W. DOT.. 15600 F0,6 W-6" X T' 6" 1'-0" 4 #5 E.W. BOT. 21500 I Fqp 4'-01Xw01 1'-0" 50 E.W. BOT. 28000 F4.5 4'-6" X ov-W 1'A' 5 #5 E.W. BOT. 34WO F5.0 5-0X 5.0VA" 6 #5 Ex BOT, 42500 IB.O W-W X 8'-0" 1' -0" 7 #6 E.W. 60T. 61500 LEGEND u -INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING -.INDICATES PAD FOOTING FM11 I STEP DOWN BRIG. 1/2" =1'-G" FM12 STEP DOWN NON BRIG. 1/2' =1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT a - SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"X 18"' 00 y TYP. SEC. ELEV. 0'-0" WITH CURB (1) #5 BAR CONT. E L (G.C. VERIFY) ' ` F.F. REINF i iD t I " (SEE PLAN) d a 2 #5 CONT. r • 2 #5 BENT BARS W/ - - INSTALL LINING w U l s *w w MIN. 25" LAP SPLICE r MATERIALS PER m v FBC-R P2109.2 ° '16" MUDDED PLR. MIN, SLOPED TO DRAIN #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2"=r-o" FM18 P. STEP FTG. DETAIL 1/2 =r-0" ALTERNATE: REINF THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF BY COLD BENDING THE BAR WITH SEE END. 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. —(2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X . THRU FOOTING W/(3)- #5 CONT. FM19 I TYP. CORNER BAR DETAIL 1-1/2-=1'-D" FM23 I TYP. FIND PENETRATION STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-8" 12'-0"3'4" 10" SO" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0' 12" 12". 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0"-.5'-4" 16" 16" 48" 48" W1(5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN: FOR F.C. SPACING ABOVE SLAB LEVEL d SEE CHART ABV. -MAX. F.C. " SPACING (O.C.) pA W.W.M. TO BE TIED TO #6 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN (1) 05 HORIZ. CONr. TIED TO EA. VERTICAL REINF. B " FIN GRADE-8" MIN. r TO TOP OF n STRIP FTG. m e COMPACTED CLEAN FILL a ° IN MAX 12" LIFTS STRIP FTG. W/ QTY OF "MIN. COVER 0 REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0' FIBERMESH CAN NOT BE USED AND PC. ABV. PON. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO RAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM r-SEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #B CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE *16" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h* TALL (TYPICAL ALL CORNERS) ic. 6.IFSTEMWALL IS WITH IN 5'-0" OFPOOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES. SHALL BE FULLY GROUTED. 8.R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS ,«SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS e '40' R" 13,101, 13' 0" 12' 10" 4' 0„ 3, 6" 4' 8�, , 4" 3' 10" 4' 0" 3, 8" FM19 3 TYP. a CORNERS ^-------------------------------^-• ,_-__ _._______________ ________ HOSE rcb i 1 BIBB FM03 ' FM11 I to r rg Z i F2.$ I F- ' "+n I STEP ON. 4" ' co 1 1 7D , I M 1 ' 1 i TUB ' .., W.C. UNITI r't.---vLAV rr - O"" IL Id I 1 , ITV I LO ; 71 I T W.C. 00 TUB S,S VARIED I I' I VERI DRAIN I IrA L p LDCI:lON �`a 4 I : I I O a F.G.I = c _ — — — — , 2' 2„ l, 12' 10" 24-8" L 12' 11" ; ROVIDE CHASE ' FOR HVAC UNIT i `p VERIFY LOCATION , I ' FM01 COMP. UNIT 1 3 ' I rl h 1 i I I I i. a0 ,� „I1 ' T 1 0 FM01 Ill mil l L:' I ,I I 1. I l WASH mr_ __ I I I _ _-1 '----------------- ------.----T----�—I +l_ _ J.H_ _____________ v0,j A. STEP ON. I 4" ' ' 0 3 4 3 I CA. v W 1 :1 1 FM02 I: g— •- --------------------- -' VII W i 3 in ' , Cg ° 1 ■ ■ I Y IJE. Pi.. a � DN. Soh" ST. r,i 20' 0"1ESTEP 6.4" i ; , U I ' W Z ------------------------------- , o ,n ■ ■ ■ W O =G 3-8" T 0" 2' 8" 1 ' 0 � 1 , N FF2.5� m I 4" FM03 FILE CV / y� o 3 r FM09 I N I o 7 3 0 i iD HOSES ' BIBB ' ■■■ ■■ (2) #5 BARS W/IN EACH F.C. TYP, @ EA. 2' 0^ 16' O" SIDE OF OPENING 2' 0" 6' 4" 13' 4" 20' 0" 39' 8" -41 FOUNDATION PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS .0� s���FSs 01 m I I v II g W g g F 00 m r o N m8ds L� i� ab N O F' RR W O�.✓1 ■W�^ m w L3 Syae , �N m Y 8�� ■, U J N ❑ ❑ ❑ WWW.FD6EN .oft L9 Z N all J y F Z LO— N N n m M w = U — O w m vT==� --_.. U mNEee r ai In C .Q 0 N OM �� I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® I Job Information: 0. w 2 4) � d' M Z`ice .. M/y3� TA a)%i 5 ® 0 LLI ® Model Name / Number: 1820 Plan Issue Date: Wednesday,'IMay 12, 2021 ® KA PROJECT NUMBER: 21-4893 Sheet: Of: FOUNDATION PLAN 1 1/2" VTR LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 15DO 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 FIVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 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 2RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. TO SANITARY SEWER PLUMBING NOTE: ALL PLUMBING RISERS ARE `IO BE VERIFIED w/ PLUMBING CONTRACTOR INSTALL FAN / BOXPREWIRE WP GFI INSTALL FAN - ----- BOX PREWIRE.,_ _ --.-..-----------` I . I \ r I I I I I I'211 CM INSTALL FAN OX PREWIRE n I 0 -1; pw= -.- -- �I • ' i I I _ I I ; I ul -- ' = -- ---- L -- - - - \, I CFAN '�' ¢ I , ((1NSTALL FAN O \\ PREWIRE ' BOX PREWIRE I I , I ' I i I I • 1_ I " - I GFI \ -GFIGFI --------i20- I ---EI ---. . O I ISP MICRO/ HFOR D/W [� OOD �y � I 1 I I I � I I I GFI VERIFY LOCATION IN FIELD 220. DIBCONNET I / (WP GGF1 IL_lY 1 - n-- r - 1 GFI I I GFI I /1 LI— — GFI @ ELECTRICAL W H. 220 42" AFF PANEL PANEL --_- v {y} :ATTICI ELECTRIC --- IF REQ'D BY CODE x' a V—a, LZU Z z LU y O F a� W zZo-�c < L J L+-I � 15 o w i�0>� 0 = & a GFI GFl0 42" AFF o m y w FOR GARAGE W it in DOOR OPENER UQ ~000w Z J 93 co _______________________________________________, 1 i 1 i 1 1 , 1 1 1 CM i�° _(I'} BELL T ' WP GFI 1 1 1 , 1 220 r--------_ I I I II CEN. OF WALL o ' z I 3 1 1 I I I I , I I 0 I I I I I I 1 1 1 I 1 I 1 I --j^TINSTALLFAN L..rI BOX PREWIRE I � I I I I I I N p COACH / LIGHT , 1 1 1 1 1 / HOSE C BIBB -- --.----.------------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 FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AM BATHROOM 3911 AFF LAUNDRY ROOM 36" AIR, EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2..ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES. AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 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. R315A.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 2.1. 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 THROUGHR4501.17.1.14. 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 OFTHE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH / FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n 0 — . TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' W � DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET o-- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET I= DISCONNECT SWITCH - TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING' O THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING -( BATH FAN W/ LIGHT I C INTERCOM SYSTEM Y ® L.E.D. DISC LIGHT ONE ®P..!laSLLp:Ivxrti GARAGE DOOR E!r%n OPTIONAL OVERHEAD SERVICE VERIFY FINALAMP$ NEEOEOF A,>v51 , SAME AS UNDERGROUND WITH ELECTRICAL CONTRAC O 200 AMP SERVICE Liu 200 = 2/0 COPPER OR 4/0 ALUMN. IN2"CONDUIT METER MAIN E DISCONNECT 200AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM BONDING # 8 TO HVAC TERMINATION #4 GROUNDI N(: WIRE WITH CODE APPROVE)TRW a) APPROVI 0 GROUNDING ROD W/ MIN. 8' DEPTH b) SONDEO 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. G FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: a C N � � � W O � � m C n) c cI 1- U CO co en o U w 0 —/ J'y''yy Ld� CM Ln O w �// W VJ �Z�/D'� VJ ® Model Name / Number: 1820 TT Plan Issue Date: Wednesday, May 12, 2021 ® KA PROJECT NUMBER: 21-4s93 Sheet: p Of, ELECTRICAL PLAN TOP 0 bo A iO 25 SH FIN. FLR. 48" OFF RIDGE VENT 12 6� TOP OF BLOCK R LITE TEXTURED DECORATIVE Co CEMENTMOUS COATING rD 33/2 SH nN. FLR. 25 SH 48" OFF RIDGE VEW LITE TEXTURED DECORATIVE CEMENTITIOUS COATING (2) 3050 SH 25 SH 2868 FRENCH DOOR rN r-/-%n ; `L SCALE:1/4" =1'b" 48' OFF RIDGE VENT OF BLOCK s Do N 'v FIN_I LI 3'-S" TYPICAL VINYL f SIDING TAPERED AN WRAP 2'-0" COLUMN DETAIL SCALE: 1/2 =1'-O" O ro FIN. F-R. LEFT ELEVATION TR" SCALE: 1/4" =V-W 12 6 12 X 24" DECO Q VENT VERIFY N STYLE W/ BUILDER VENTILATION CALCULATION Formula = SF / $00 / 2 * 144 = net sq inmres of venting needed equally for Intake and exhaust Soffit product provides 4.12netsgin/sf Ridge vent provides 18.00 net sq in / If Off ridgevent provides.. 138.00 net sq in / sf Overhang distance. 1.33 ft S.F.of Area to be vented (SF) 2409 s.f. Total needed for exhaust for. upper 1/3 578 netsginches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Uneal S.F, provided by plan 170 CF �VIEP�..1ANCE CODE CO ST. LUCIE COUNTY BOCCI _ _ _ _ _ _ _ _ _ _ _ _ BRG. ENTRY �It .TOP OF BLOCCKKj n I IIIII MimiIIIII N ■■■ ■■■ IIIII IIIII illll IIIII IIIII �! � 11 1 � ■■■ �■■ IIIII IIIII IIIII IIIII IIIII j j ■■■■■ =0001 fota�ewaser�aarrwar�ar�o =d¢ s�en��errecr�aera.e�er�rl�+r�e. IIIII IIIII IIIII IIIII IIIII e �= omommminaiies e OVERHEAD r••• S.L. AND 16" H TRAN. ABV. CEMENTITIOUS COATING DOOR FRONTREFER TO SPECIFICATIONS •s'``QF� •�v� S E '. -j h° � i ZZ L �.r. �I `i3 S I i rD V O 2 R Lto o ro ti 'IWWWFDM$ENG NH Q b GG pm�Ni7gg 1 1 9 o W Z co ta°'a Z y eZNm-L'] a Q 0 8 ii' N p a g eW c� th ❑ ❑ ❑ 49 w o_ z M w a � r O w � - wpo Y W ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: ILL. O z 0 o In W m m LO 1 0 6- ® U _I LL oo cn cn (r to Model Name / Number: 1820 F Plan Issue Date: Wednesday, ,May 12, 2021 ® KA PROJECT N MBER: 21-4893 Sheet: 010 1 Of: ELEVATIONS k BOTTOM CHORD GABLE END BRACING 0 OP CHORD 2X4 #2 SYP 4'-0" O.C.. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND FISH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT < 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:121412:12] (SQ FEET) (-) VALUE DENOTES SUCTION a-4tt O (. AREA ROOF 1 2B 2n 2r 3 3e 3r HIP -37.02 5t.06 51.06 -51.06 10 GABLE -37.00 -37.00 1 -58.99 -58.99 1 1 -58.99 -78.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE)' ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6 O.C. ON EDGE AND S" O.0 IN FIELD ZONE 2e, 2D, 2c ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ® r ZONE 3, 3% 3r. ASTM F1667 RSRS-03 (10t>) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD -. ROOF SHEATHING SHINGLE: 11I32" EXP. 1 ('20) (D 1 TILE; 11132 EXP. 1 (4'20) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Sd (2 3a" x 0.113") NAILS r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1S32". SHEATHING SHALL BE FASTENED ,.p i.R ,, WITH ASTM F1667 RSRS-03 10d (211Vx 0.1317 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4n 3. GABLES- DROP GABLE END .& (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG [4.12]-[12!12] RAFTER W/ BLOCKING @ 16* O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM Is' SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN lop. ONAIL AT BASE ROWS @4"OC. w/So COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4"O.C. W/ Sol COMMON NAIL. © NA) L OPENING PERIMETER WI(2)ROWS 04"O.C. W/ ad COMMON MAI L. O NAIL INTERIOR AT B'O.C. wl ad COMMON NAIL, O STAGGER ALL VERTICAL JOINTS & NAIL 9 V O,C. w/ Sd COMMON NAIL. O COMMONOSPLICES NAILS@40CE(2)ROWS U3 OER - NAIL P& BOTT.THING O HEADER w/8d © (2)Bd NAILS a3'O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. 5 15112"OSB I II II EXPOSUREI II D 11' SHEATHING II It PROVIDE BLOCKING II II I AS REQUIRED PER I SECTION X-X IF NOT _ __ FULL HEIGHTSHEET -----"'-�--- © FLOOR SYSTEM. _ - NOTE: &d NAILS FOR WALL SHEATHING MUST BE MIN.131"X2112'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1B" (2h 2x TOP PLATE BEYOND IS/32.OBB EXPOSURE 1 SHEATHING = ----F R===- --__= --- 11 II 11 II I1 iI I 11 II 11. II. J, SOLID 2x BLOCKING w D 1 I If 11 11 - I III @ALLSHEATHING III 11 11 II I III EDGES = jjl I I II I (SEESECTIONX.X) p� IIlF. II I III Ili C 111 iii II D II I 0 m - III OPENING III III 11 II I I 111 L_-_ L_ III III II II IN l C III- X ❑ II 2 x E III III II N II N N I 2xSTUD$BEYOND. NI lNI I I I II 1 I1 II TILE I II ❑ II W 19i BEE PLAN =� ml u u I1n u u n 1 IIII IIII I I II 1 IIII 111 11 II 11 1 II II I 1 0� IIII II II II `JI Idll it II I I IIII II II IIII II II 11 I 1Qjz II11 I1 I 1911 II II 11 I IIII I I II i 111 11 II 11 I ALLSHEATHING A ' 2, RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/ffi" FOR WIND SPEEDS < 160MPH * * 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 13/32".) IF 15/32" IS SEE DET.T803 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR BLOCKING W/ APA RE FOR SPAN SHEATHING SEE "HIP R BLOCKING" Z a S L Sol 14 ATING OF DGE DETAIL HEIN MINN MINN N O LLyQLL 2L4 P.T. BASE PLATE BEYOND SEE PLAN .ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SEE TURNED VERTICAL W/ 7110" FLITCH PLATE O W/ (2)12d TOENAILS EA END. NAIL FUTCH 318" "S'=NAIL PLATE TO VERTICAL W/(4)8d SPACING NAILS 314" 12" R 1/2' -1 9 NAILS @ 3' O.C. STA -LI'_=•TL- 1 STAGGERED B 112' VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. I P. A TY C CONNECTOR SCHEDULE FOR: ADAMS HOMES - 1820 ELEV CR Base TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CON NECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING C1V- C5V, E7V, E7VP, H7V L/R. -327#or less HETA36/PER TRUSS MFR 1810# (9)led x1-1/2" AD3-A06, DOS L/R -810#or less HFFA16/HETA36 1810#/1830# (9)10dx1-1/2" 9 TOLL x 1-1/2" 1810#/1340#/ (9)10dx1-1/2" A01A LyM/R -581#or less HETA16/H10A/HETA16 1810#. (18)10d xl-1/2" 9 10d x 1-1/2" T,. 1810#/1810#/ (9 10d x1-1 2 B01,.606 L/ M / R 653 #or less HETA16 / HETA16 / H10A 1340# (9) 10d x 1-1/2" - , 18 10d x 1-1/2" s " 1810#] (9) 10d x 1 1/2' A01C L/M/R -582#or less HETA16/HETA16/HETA16 ,18104/ 161p# (9)30dx11/2 9 10d x 1 1/2 ,'.-. (9) 10d x 1-1/2" , 1 - HETA16/MTS12/MT512/ 13116#L1QD`aN (14)10dx11/2 ,e FAO% 7034or less HETA16 -=1000#/1810# ': (14)10dx11/2 'I 9 1Odx112 10 (2)HETA16/(2)HTS20/(2)HTS20 2035#/2900#/ 148)10d x1112 A08 L/M/M/R -18494or less /(2)HETA16 - 2900#/ 2035#. (48)10d x 1 1/2 10 LOLL x 1-1/2" (9) 10D x 1-1/2 HETA16/H10A/HETA36/ 1810#/1340#( (18)30d x11/2 ADIS L/M/M/R -849#or less HETA16 1810#/1810# '19)10d xl-1/2 (9) 10d x112 D02A CO NT. - 175 P(F of less NAILED 330 PLF 1) 16d @ 4 0 C. PER44 5-A TRUSS MANUFACTURER. PROBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEET$ 4/27/21 L=LEFT; R=RIGHT&M=MIDDLE BEARINGS. BEARINGLOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS,, ALLCONNECTORS ARE SIMPSON PRODUCTS' OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 > N m F 2 RAKE FRAME BRG WALLS , TO 10"-0" , �/` > CV m //T ------------ 3/12 VLT 1 10'-O" CLG 1 3/12 VLT D TS-4 D ) � I I ( 3/12 VLF 1 ) I 10'-0" CLG 10'-011 CLG 3/12 VLT I I I I ) I I � 1 I 1 3/12 VLT I ' 10'-0" CLG I 8'-0" CLG C I 10'-0" CLG 1 3/12 VLT I ODD SPACE BRG. 8'-0" AFF C W KNEEWALL 10'-0" AFF 8-4-0 GE16 S3 TRUSS LAYOUT 'IA" & IT 8'V CLG GEO1 S4 SCALE: 1/4" =1'-O" RII SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MART( TYPE CONNECTOR 8 FASTENERS WE SW CONNECTOR & FASTENERS SEP SYP OFRAME RI IETA18 W (6)+Odx 11/2.OR 1810 HTAIS W (10110dx 112'OR I 1870 MASONRY IETT A20W(B)10dxl Vr HTMvN 10)IOdx1l © F TO ME 112.5AW(10)BO MILS 535 5" HT7AW(10)8d MILS 515 585 TO HlOAw1(lIDIOdx112' Ims 1040 Pol"407110d x I lQ' BOB 1020 ©FRAMFRAME FRAME 1VA2W08)IOdxl V2Al2PLYTRUSSES ON 108G. RTta2W(1010dx1112-.AT2MYTRUSSES 035 IND O FRAME TO WS12 W04)10ext12'P.T EXIEFtIDS 360 B00 MRY12W11411Mx111TIATEXTERIOR 100 1106 FRAME LOCATION INCWOE (3)12d TOENAILS LOCATION INCLUDE I3)12d TOENMLB) OPRAMS E TO MOTWDIDIDd NRILBMIDSIB" AT.R.W 12" MIT 3885 MIX3T1a WCSt0d NAASANDW6' A.T.RW 3 4f� MASONRY EMBEDMENTWSIMPSON'9ET'EPDXY 1r EMB®MEMTW BIMPBON'8ET'EPDX/ OFRA e C HT62OW1(24110dx11/2'(ATEXTERIOR 1129 HTW20"0(8A)IOdx 11/2' TAT EXTERIOR FRAME NK2d LOCATIONLLOE 3 TCERALB 1810 LOGATDNINCwDE 12d TOENAILS 12Ba law FRAME TO (2) HT=W(46)10dx t IM(AT EXTERIOR 2250 2820 RTW20 Wg41LIlo' 11G°(ATEOIEFI 2570 3060 FRAME LOCATION NCLIID6(B12d TOENAILS LOCATION INCLUDE(E)I2d TOBNML ON FRPHE TO NGT-2W 1610d iB" A.T.R. ( I � ELL W/ 18IM NNW AND WT A.T.R. ( I (� O MASONRY W tTEP ENTWSI 10890 Wir PION IDO 2 en0 Y"T.3FOR 34PLN"SET' EPDXY T-0 FOR 38LY) PLY)SET" EPDXY (HIG'T3FOR 9PLY) PDXY(HUM3FO1R OFRAME H TO MTR W(18) iM' x S'SDS WOOD SCREWS 3400 4725 FFUSW(12)WS9WOODSCREWSPND 700 MASONRY AMC2) 10 x V TTTEN TO ANCHOR BOLTS (4)Y4'x8'WEDGE-BOLT (1)LGtt W(16)18d SINKERS O FMP � 2.lWToEv 2 17W 2030 8T71 Wi 0 FRAME TO MASONRYI G4 LTiT2 W(a21 IN SINVGR9 a(tA) IH'x21M"TTEN(2KYTRUSB) $EOOM 40804 (2) LUG72 W CD) 1W 3NKEN3 a(10) /H"xTWEDGE-BOLTDPLYTRUSS) 3100-M 31004a n� 8246E 3TA-F 3806E 4620E FRAME OR(28) IN SiNKERS FOR FRAME (EA) OR (82116tl SINKERS FOR FRAME (EA) QFRAME TO MASONRY/ (2)MNT3WD4)iM'xTSD99CREW9 &R)3M°x9TITEN I2 PLYTRU88) 418aM Q57Un6 FIT LUS1T4 w/(24)WA2112-WS26 SCREWS a141 M8'x5"WB(2 PLY TRUSS) MOa1 705OW 6010E SBE.F "tOF 7710.E FRAME OR(82) 18d SINNER FOR FRMIE (EA) MODEL 1USINKERSFORFRAME(EA) j> BEAMTD 1 HU410OPr HUG110WIt9)16ea(10)10e UO2NO HD410CPTHO4lOFVDwolW&(1M IW GNIN0 O MASONPYI "12 1/4"x2914"DTEN iO MAS - ( ) I J U#990 U#1135 1/4" BM'TAMONS roMAS. 02) x2 ( ) U# 09 FRAME OR 0211atla (8110tl (FORFMMq SYP-F BYRM OA (12110tla 161 tOd (FOR FRAMED 9YRF SY SYP-H FRAMS R)HETA+6OPT(2)HETA20 1000 1020 MHTA16OPT(2)HTA20 +6T0 O MASONRY �� i-PLYw/(10)IWxl ifl'OR "65 2305 1-PLYw)(10)108x1112"OR 7M130 2-MY W 112)1@d 2- 1.Y W (12I HTSMIBW/(8)1MNQUTAND(4)1WY2114' HE 1110 HTWMI8WIB)1OLNAL3MD(4)IWx1W4" 1146 TIN TO T WEWE.6OLT OFRAME lM90NR" WCON6 HTEI w1 o0oOd NAILS AND(4)114tG 114- AS 1110 OR HTWM20 w1 T 0)10e NALS AND (4) WxlW TAPODN8 WEDGI 114a 1225 © FRAME TO HIM W DO ad 1R'NAIL3AN0 (2)84CW" 780 910 MASONRY TRAN kD FRN DTL2ZWBIM"xI IWSRSWWD DT6TZW 1M'x111r W315WVOD OMASONRY M0.90NAY $CREWSAND•(1) 112' DATA EPDXIED W SIMP3CMFET° SEENCI RISE 2145 SCREWS AND (1) 10 O ATA EPDXIED w/ SIMPSON'SET" SEE NOTE "I 1SIO I FRAME TO HI W(26) IW 4 IN' NNW AND tl) W& a HTT46 W(26) led 4117 NAE8 AND (1) O MASON" ATAEPCXIEDwISIMPS011"8Er 4375 SOBO W0 A.r.REPDXIEDWSIMPSON'SEP SODS (SEE NOTE SELOW) (SEE NOTEM BEtAW1 © FRAME TO HIT4W(19) 16d 4 In' NAW AND (1) IN' 0 ATAEPOMEDw'SIMPSON°SET' NO 4235 NlrroW(18) lad 4112 NAILSNJD(1) SBB A.T.R.EPDXIED wI IONENEI%ET Too MASON" (SEE NOTE A BELOVN (BEE NDTEA BFLO OFRAME TO H10SWI(") 1W., 12'NNW TIES, BID LUOTI WL23)8d T I2'NAILS 878 1046 FRAME OFRAMETO HMIIRW(4)1Mk11I2'S03 WO OD ]60 7B0 RTIGBW(A)10dx 1 lfl'NMUI 1395 I995 . MASONRY 6CREW6a1511/4Y2114' TAPCONS 141H"z13H'TAFCCN6 V(2TW(18)1/4"x9'SD8WO0DSC1EWS3 O MASONRY 1+1 WB'6ATR EPDXIED WBMF'BON LET" am 4940 W1r MIN EMBEDMENT TO (2)VGTW(52)t/4'xT 6D9 WOOD SCREWS WOFRAME MASONRY 8(DSI'BAT.R. EM)DEOWSIMP90N. 8170 "M °SI:PW+r MIN. EMBEDMENT OFRAME TO WT.W O6)114 !P 9D9 W WD BCREwsa HDU4dDB25W(10)1H"#1/r BDS WOW 3285 4585 MUGTiSw/i22)15d NML68 HR45 W081 4180 FMME .SCREWS a I+16M'BA.T.R 1Dd NNIB a 1+) M B AT.R OFRAME Y TO (2) HrT6 W DID) Isa•412•NAILsa 5090 (2)HTT4awx2 / lag) 16dV2' NAILS - BOOS FRAME 11) SM'O AT.R(BEE NOTE "I .4375 A III SIr6A.T.R(SEE NOTE") neueeM enNNI.n - 1 CON6ECTALL FLOWTRUSSES M INTERIOR BEARING WOOD WALLSI EEAMS*1(2) lw TOENAILS. 2. ALLTRU% TO TRU630014ECTIONSARE FROMDED BY TRUSS MANUFACTURER, U.N.0 ON PLAN. 3 GG MAY USE EITHER SIMPSON OR"CONNECTIONS. SEE FMMINO PLAN FOR CONNECTOR CAL1.011T. 4, FOR SINGLE PLYTRUSSES, SCAB ON FULL HELGHTSYP#IT 'TO TRUSS VFRTIC4LWE9W(2) ROWSOF 10d MILS VO.C. STAGGERED. 5. 1Z' MN.A.T.R. SHERRI CMU BOND BEAMU.N.O. a SCAB TRUSS CHOROW4'4'2x9YPX2(MATCH CHORD LUMBER BRE)wl(2)ROM Tod @ 4' FROM ENDS 4' O.C. GTAWERED; CURIERAT CONIEOTOR LOCATION AS WCH AB POBSRLE O MINIMAL CONNECTOR UNOONFRAMINGPLAN I. CONFECTION FOR ALL RWF/FLOORTRUEISES TO MASONRY WALLSIUNTFIS/ LCF WALLS UNO ON PLAN 2. CONMCMONATA"ORTCO.OPENDINGVFATICALSFORALLROOIITRUWE$PARMIELTOMA30NRY WAIW WE MAIL FN12I FOR MORE INFORIMTON A CONFECTION FOR NI HIP JACK(CORNER JACK) TO MASONRY WALL&4CF WALLS41NTEM 4. CONNECTION FOR ALLCONDNLIO(19 RIM BOATAroTOPWMA90NgYAT W O.0 MAK W121 ATEACH CORNER.GC. TO VERIFY LOCATION DOES NOT CONFLICT w JI(IF OLE) LAYOUT E CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOW WMUMLAM8w/M IM TONMLS BO MINIMAL CONNECTOR UNOON FRAMING PLAN - 1 WNNECTIONFM JAG(TRU88 rowf00DW OR BEAM - ---- © MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR MLTRl133ESTO1MERpWEX1EF80q.MAINO WOW WALLSAM,OR SEAW ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOFS LOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/-w 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 B" ON CENTER IN FIELD 3. PoR UNDERLAYMENT REQUNIREMENTS SEE R905A.1 IF ROOF TRUSS LAYOUT SHOWSTRUSSEA ,T IS LAYOUT HAS FRAMER BEEN PROVIDED BYTHE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL �C ROOF INFORMATION SEE SHEET S-4 na4�� REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST FILES COPY D f METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL rALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENED - 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD OF EVERY OTHER TRUSSIw/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP, (**) IN A) 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/ 1CHANNEL SECURED AT 24% O.C. FASTEN TO CMU W/ 3/16"X3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148">, U- AT 16-O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED 4k (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INS�jON DETAILS (*1) ALUMINUM SOFFITS> 1''4" BLOCKING REQUIRgb (***) VINYL SOFFITS > 1'-0" SHALL HAVE FOR SOFFITS < V4" MID BLOCKING NOT REQl rm MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-O" �34f i6PFYTpF�A R N S. S ,ppp �m4rQe� o%G, r°� e JBF a Lc"o1,e`,s V Npp ms g 4Do DO DOEd le Ed me N=T'1=g w 0. at8 t9c�4pp a IN1I" 1 4LL.� M; D D rvw `S �� 13. W 3 t9� z O WWW.FDSENG.COM ❑ ❑ ❑ U M] ..� - z o n Z � 3 l a V7 r z Z C4 IIn' (DM W LL 4- � w -o p y I Lul Wt-A Ln U E IV I ..GG W a! U' vx c1c7 Qi LV ODOO ♦ DA O1VyB FLO RI DA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: a 0 LO c LO W O d2 M T-I � mC N H toDO i Z 1=`�Um' Lu ♦ Model Name / Number: 18$0 ♦ Plan Issue Date: Wednesday, May 3.2, 202.1 ♦ I KA PROJECT NUMBER: Sheet: 6 Of: ROOF PLAN CR I A LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NONSHEARWALL SEGMENT BAR & 30DO 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 0 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 MS02 TYPICAL SHEAR WALL SECTION N.T.s. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 BEHAR CONT. sill ON SP4 WAS) -10d X 11/2 SP5 OR BPS FOR 24 AND 2x8 WALLS DOUBLE 2x TOP PLATE I' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x#2 SYP/SPF P.T. W/ (3)1/2" X S" "J" BOLTS OR (3)1/2" X 6" EXPANSION LNRSSOR (6) 3" X 1/4" RHILTI TIX-DNI 2x BASE PLATE SEE PLAN FOR MORE INFO ME (E BRG/SHEAR) WALL TO N.T.S. MS03 eAnennl Dv rnNlnlGrTIn N1 I'll 20" MIN. LAP #5 REINF. BAR q #3OR#4 REINFORCING /B' BAR #o R 44 1 AP RPI ICE 2S' MIN.LAP #5 REINFORCING BAR #5 STD. 90° HOOK #5 LAP SPI ICE SCALE:1 ".1' O' " MIN #6 REINFORCING BAR * GRADE 40 U.N.O. #S LAP BP ICF MSOS REBAR SPLICE DETAIL - GRADE 40 N.Ts- ATTACHMENT REQUIREMENTS SIZE I TAPCONS SPACING #ROWS 2 x 4 1/4" X 2a/d" 12". 0.0. 1 2 x 8 1/4" X 2eA" 12' O.C. 2 2 x 8 1/4" X 2SA" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. "PRECAST :LINTEL h I > i UCK SP.T. I � BUCKS W/ 1/2" O.S.B. ' BETWEEN FASTEN IT 2 NAILER TO MASONRY h IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2. TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T.S. v ►Q LINTEL CHART W� GRAVITY & UPLIFT LOAD x , .. " STANDARD LINTEL777777777 .- SAFE APPLIED� LN7L SAFE UPLI�"77- LENGTH GRAVITY ,. GRAVITY LOAF? UPWITL AIR B A�1tl OS'ITE AD (# tO P LOAD (# PL.F�;# PLF) *'P�, t 95U 172 405 98`k'w/T(r�ni: ..,.TTT r h 2,61 1 1'?1 1624 ` . 89 Q �e�,a�RrI: I T O e ! BAR Ai 1OP M. n, RR XVY Z. y CHY a � ' •, T RIDRR tit epliprl C1 ,pG Lwrs. uvnv aa*iwl RCkYONallm -an^novel rRwm®w un1eL fYARTbI eIiCMVdL WD'1X - TYPE DESIGNATION r . *ua.hn uru aRcur r u . utui.m r_ 1cFRri 1 ®c0-7CoH Wc_cdvC4Vnr SFi61r-IBATI ua+rwL xlmN J J Lwnvrnr cf•w name XC.1 R'BhR h 'OP M MATERIALS 1. fc precast Ilntel$ = 3600 PSI. 2. tic prestressed Innis =6000 psi. 3. fb grout= 30DO psi W/ maximum 3/8" aggregate. 4. Conc ele mosonry units (CMU) per ASTM C90 w/ minimum net area compressive strength= 1900 Pei. 5, Railcar provided In precest Ilntel per ASTM A615 GROB. 6. Flaid reber or ASTM A618 GR40 or GR60. Prestressing grand par ASTM A416 grade 21`0 low relsmlMn. 7. 7/32 wire Per ASTM A510. S. Muter per ASTM C27014W M or S. GENERAL NOTES 1. Provide full molar (reed and bad joints. 2. Shore filled inlets as required. 3. Installation of amm mum comply with the arcMecNml Rnd/or structural drawings. 4. Llnws ere manufactured with 3V2" long notches al the ends W accommodate vertical till reinforcing and grouting. 5. All Ilnrels meet or exceed L/380 yerrool deaeatlon, ereµ Ilrltea 17'4" and longer wlh a nominal height of $- meet or exceed L/180. 6, Bottom Tloid added reber to be located at the boftpn of the Intel cavity. 7. 7/32" diameter Wire 01rups era Welded to the action, steel far mechanical anchorage. B. Ctimingada concrete may W proviced In composite Ilntel in ilea of concrete Moberly Imlts, P. Safe bed retings based on ra0°nal design analysis par ACI 318 and ACI 530 10.Untel min. depths are called out an lintel plan. If contractor irestalle a deeper label than Indicated an the plan. doing this Increases the sireiRth W the lintel and Is eppmvad whineut engineering ewer. If a smaller Ilntel Is Installed contact FOR for approval SAFE LOAD TABLE NOTES 1. All vowel based an minimum 4° heating. Fxcepbon: Seta loads for unfilled lintels must w reduced by 20%It bearing length Is less man 0.1/2°. Safe loads for all recessed Ilntel® based on 8° nominal searing. 2. N.R. � Not Nated. S. Safe loads are total SUPOYIMP04W allowable load on the seCdon specified. 4. Sale Iaads based an grade 40 of grade 60 field febar. 5. AdcitlOwl lateral load capadty aan be oblalted byme designer by providing addlonal reinforced masonry above this precast lintel. 6. One #7 reber may be substituted for We #5 rebors In 6" lintels only. 7. The designer may evaluate aanpentreted leads from the w% Iced tables by calculating the maxlmum mid8ting moment and show at daway from the face of support. 8. For composite [Intel heands net shown, use ads load from next lower helght. 9. All sate leads in. units of pounce, per limber foot. O _ � i N V O00 m 4 pIQ g(4 1; 4m REVIEWED FOR A DAMS HOM S CODE C'0 PL,IANC X FLORIDA CONTRACT® LICENSE NO. CRC1330146 ST. L.UCIE COUNTY 3000 GULFBREEZE PARKWAY UOCC GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE PRECAST'U" LINTEL W/ 3000PSI CONIC GROUT $HALL BE FLUSH ♦ Job Information: AT OPENINGS SEE GENERAL CONCRETE WRHTOPOFWALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT. HURRICANE fa R R 10" $TD. 90 HOOK ANCHORS %� Ij HOOK (TYP.)—►. oT �.+.• !l. BTD.9ODEGREE n u " COPY 2 or OP ON BOTH SIDE$ ANGLE 3000 P.S I OF OPENING U.N.O. CONC. W/1 #5 Or. TYR BOND BEAM REBAR follS" Still,x S' x 15" K.O. z L� O N r{ C 141 PROVIDE KNOCKOUT LINTEL BLOCK BLOCK FOR FIR6T FILL W/300D P.S.I. w yO,r a) Q�j �A M ^ O. COMPLETE CMU COURSE CONIC. #5 DIA. BELOW SILL &FILL SOLID REBAR Y m M MM W/ (1) 95 BAR FOR ALL x-i C U c-I :• WINDOW OPENINGS 6'-G" ." AND LARGE INDICATES FILIELED 8'AB'xIa. CELLFROMs a ' ` O a v CMU U.N.O. BEAM 1 #5 Z�) IY) O BAR MIN. o �—J� �w//� J W V/ VJ W 88 ♦ Model Name / Number: 1820 TYR DOWEL 25' ♦ Plan Issue Date: MIN. LAP (ACI 530) Wednesday, May y 12, 2021 • TT NUMBER: KA PROJECT NUM • 1-4893 SEE FOUNDATION $EE DATION PLAN FOR L .,_ ATION.. PLAN Sheet; of MS01 BLOCK WALL REINFORCEMENT N.T.S. ALL ELEVATIONS LINTEL PLAN o SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2)'/"x5" SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL I DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. '`q ' a: 5 1/2" DIA. x 8" O 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL I VERTICAL MIN. 5 PER JAMB. o " Z_ SECTIONAL ® OVERHEAD DOOR CONT. P.T. #2 0 WOOD }}}1 FB9EAt SYP 2 X 6" a I �O / TRIM }� } IS��0♦ o 1 cN 2"x6" P.T. WOOD JAMB n• ;.' �yo U1 Iq �� DOOR AND CONNECTION PER GARAGE SLAB " "• v 5(F� O (?o GARAGE DOOR MANUFACTURER �� .° `® m TYP. GARAGE DOOR r` -; ^• O o ,1ss* OO TRACK MOUNTING DETAIL e`*d��zpa Si C194�,% -O l'a p y O 00 o C NOTE: DETAIL CD22 / 6-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE : I MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM Eew pg W 3�R �c� $p N o lAn vN 9 .m 8G5A AD a 8 W¢ BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH i(� a 0 iQ H a +• ? �" \ 8 a 332 O 2L11 PROVIDE BAFFLES 0° - PERMIT APPLICATION N m O BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS)W 12r AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION SHINGLES OR SEE PLAN TILE ROOF (PER ELEVATION)e �', N "' daFIBERGLASS NFBC �"212 awPROVIDE BAFFLES AT EAVES OVER APPROVED UNDERWYMENT g�ME 0SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA. PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE = 5 0 WWW.FUSENG.COM —FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24 O.C. [RSH] - ON FRAMING SHT. FOR , SHTG & FASTENERS. ('•��1; OVER APPOVED UNDERLAYMENT g PER FBCR 905.1.1 OVER APA PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- ' TRUSS ANCHOR (SEE PLAN) FOR z N d a .. ON FRAMING SFi7. FOR ,_ - — — - — - gSEE RG P- J g TRUSSES @ 24" O.C. SHTG- SHT'G &FASTENERS, + � • I a m ,,� x , -- y{ �, �1 TRUSS ANCHOR (SEE PLAN) 1 2" DRYWALL / FELT PAPER OR TSUBFASCIAL DRIP I _ � Z ~ I, (1 i+ I,, ON OUTSIDE (t I \ I i nGE TRUSS PLATE N V1 U m TO BE INSTALLED + ++ ++ ++ FACE J 2x 3/4" P.T. NAILER (TYP.) FRAME FOR BUILT-UP — 1/2" DRYWALL SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR 4x4 w/ 2x4 POST UNDER EA CCS o $ PLANs ' �MFTAL DRIP EDGE 1/Z" DRYWALL CURTAIN NAILER r 8 x B x 15 K.O. 1 x 4 P.T. @ WINDOWS �' LINTEL BLOCK " 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" `V — @ O of 0 C � Uw& }� 1 x 8 P.T. @ S.G.D. W/ #5 DIA. REBAR & O.C. ^tli'71 CONNECT ALL 2x STUD ZX SUBFASCLA p,H, (1) FlNISH �� TO TOP PLATE WrrH (4) 18d TOENAILS SOFFIT. SEE ARCH. "/ 0 SEE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL " TrYP.) ALL SIDES / (TYP.) FRAME FOR COR- o �� �' OO NERS FOR NON LOAD O U = N E W t o ° I'"� PLANS SEE SCHEDULE " " 7. v° ,O BEARING SIDES NAILED U �0 '. i9n4'►- -� 1 2" DRYWALL SEE PLAN FOR HEADER SIZE 'x � # W/ 16d NAILS @ 8 O.C.O y ° ° u b b JJ'a Pao / `\ ' / OPTION, 15/32" OSS EXPOSURE 1 ON O.H. EXi, WALL W/ ALL EDGES BLOCKED. �� 1 2" X 8" J-BOLTS / \ O / TYP.)4 COURSE HIGH A.F.F. (1) CENTERED EA. ( �iaMl'( HOMR. MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T313 FOR NAIL ATTACHMENT. (I SIDE W/2" WASHERS i CMU BASE FILLED W/ CONC w/ (4) VERTICAL RENF W/ PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON r� FILL CELL -(1) #5 DIA. (NP') HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE N0. CRC1330148 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI " CONC.ALL LOCAT10NS PLAN Al-A1 OF COLUMN 3000GULFBREEZEPARKWAY „ SHOWN ON FOUNDATION REVIEWED GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN " &FLOOR PLANS ®E COMPLIANCE (G.C. TO VERIFY W/FLOOR PLAN u DIVISION LOCATION: PORT ST. LUCIE LOCATION OF OPENINGS IN .N, SIMPSON LSTA30 SEE FLOOR PLAN �T. L�CIE CCL� T EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL w w/11-10d TO BEAM FOR BEAM SPEC. BOCC Job Information: STUDS ARE REQUIRED). & TO FRAME BELOW NOTE 44" MAX. SILL MGT. ON r ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW ell WI SCREEN WINDOW STOOL r N CEMENTTf[OUS DECORATIVE PER SPECS � PRECAST CONC SILL FINISH 7/8" THICK PER ASTM C-926-98A " u O PAPER BACKED FOIL R-4.1 ZX STUDS FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL " V a (SEE MORE INFORMATION) . SEE T813 PER FBC AND ENERGY FORM EXTERIOR FINISH - SUBMITTED WITH PERMIT , ' O 1/2" DRYWALL (SEE ELEVATIONS) o ON SHEET 6 APPLICATION G 0 N FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. FTG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 17" IN CONCRETE - 25" 1 ' Uj a�i M WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE FORM SUBMITTED P.T.V 1 x 4 EXTEND (ACI 530) ABOVE BASE NAILER i , SIMPSON HETA20 FILE COPY > �--I m AND ENERGY w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN APPLICATION SLAB. ALL LOCATIONS SHOWN BASE w/10-10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 c1 LO L WITH PERMIT HO) w/2" WASHER AT 32" O.C. MIN, 6" FROM END - SEE WS07 WOOD ON FOUNDATION PLAN POST OR 4x4 POST w/ 2x4 UNDER Z CO U O WOOD BASE FOR TERMITE SHIELD —� SEE FOUNDATION PLAN FOR a EACH END OF BEAM M O O SEE FOUNDATION PLAN FOR SLAB INFORMATION S TOP OF LAB SLAB INFORMATION TOP OF SLAB - — - — - NOTE: 2 X 4 P.T. PLATE .'•. LL - _ _ — BOTTOM STRAPS MUST BE ♦ Model Name / Number: 00 Z* yll INSTALLED ON INSIDE OF GRADE GRADE COLUMN. DO NOT BEND }u.,, ., ° -, �... 1 zn STRAPS UNDER PLATE. PLACE STRAPS IN ° ,v°; Plan Issue Date: CLEAN 3 yb, o SEE PLAN FOR 41 z 41 RE -BAR QUANTITIES CELLS w/#5 REBAR ;: a d . , (TYR)4 COURSE HIGH CMU BASE COMPACTED - FILL - �,.� ,� , ; e,. ,, a.. J „ ,, /, •, , ,, FILLED W/ CONC - SEE PLAN FOR Wednesday, May 12, 2021 SIZE. TOP OF COLUMN BASE - KA PROJECT NUMBER: SEE PLAN I, SEE FOUNDATION 2'-0" AFF 21-4893 SEE FOUNDATION PLAN 16" PLAN FOR FTG REQUIREMENTS NOTE: DETAIL CD21 / 5-2 MAY BE SUBSITUTEO FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" DETAIL - UNLESS NOTED OTHERWISE 111111 WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" 1'-0' CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS V V n M � W W � 1" 11h" 1ih Q u (2) 2 x 4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 X 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (D=U.148",L=3') OR EQUAL COMMON WIRE NAILS OUTSIDE FACE) COMMON WIRE NAILS SIDE FACE) =E0182 INTO ",L=31/2")OR (�NEOd02',L. 31/9")OR EQUAL IDCH EQUAL 11UCENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE 1/4"DIA. x 51/2" LAG OPPOSRE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 341LY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 151.3 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. VERHANG .,� FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL PROVIDE 2x4 ONTO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2)12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 4BhMZq' 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. TOP PLATE TRANSITION PIPE OR DUCT w/ OU B LE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE Wj 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL WF17 I TOP PLATE SPLICE DETAIL 3/4"=1 X * CRIPPLES MAY/MAY NOT BE PRESENT. (7� IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE 2X BLK'G. EACH SIDE OF OPENING G.C. TO W O.S.B. INSTALL (3) TITEN HD. 2 EA. 8d END 5/8" x 8" EQUALY SPACED EA. PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CMU- HEADER SUPPORT NO. REQF AT OPENNGSTUDS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EAEND EA END LESS THAN 4' (1) (2) 1 (2) >4' BUT <9' (2) 1 (3) (2) (2) 10'-0" - 16' 3 4 3 4 CONNECTOR REQUIRED SP4 AT (3) 16d SEE PLAN COMMON FOR WLL zxCRIPPLEs @ 16" O.C. 24" O.C. NAILS TYP W/ SIMPSON SP2 TYP. — ( ) HGT. TOP AND BOTTOM M I� 1 , • • • LOCATION ---.a, I%0we0,00 ;A iin • .. 11I l •• 4� III • • • ' �•/�IEACH • iIj ©ATTACHED TO •• :. NAILS. SEE DETAIL ABOVE SEE ELEVATION FOR ROUND/ SQUARE TRANSOM BOX HEADER—j ) EACH END � 1 1 WINDOW OR DOOR OPN'G ' -CMU * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) — * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) ISTA 30 BEAM SIZE TEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" C/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. 80T. PLATE STRUCTURAL SHEATHING I I EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 R-19 INSULA71ON AT EXTERIOR WOOD FRAME WALL PER FBC—,, AND ENERGY FORM SUBMITTED WITH PERM17APPLICA71ON (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE *(SEE LIP EACH TRUSS OOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ' STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 I 2X4SPF I AT 16" O.C. I STUD TO BOT PLATE: SIMPSON SP4 I ,I 1/2„ X 8„ ANCHOR BOLT @ 32" O.C. 8" CMU WALL NF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4"=1' WDDI PLAN I TYPIG WALL SIMPSON HUC410 OR (2) 1; HUC210 S TO BUILT-UP COLUMN' a SUPPORT COLUMN BUILT-UP MIN, (3) 2x4's OR 4x4 W/ (2)-10d PLY ' (SHOWN AS 4x 4) .s 5 (Z) SIMPSON HETA20's � w/(12)-16d EA. TO COL. $ ALT: (2) MSTAM36 STRAPS a E CENTERED w/ (13)-10d NAILS $ Ea TO COL. 2 a TIE BEAM F $ a :D04 BEAM @ RAISED ENTRY MASONRY WALL I N.T.S VI CODE i ST" L.N. ®D FOF" IPLIAN `d ^yam U N'i' ®c .o FILE COPY i a / e �>• � v� g70GA � i z e,,-0 I or 131fiA 86116'"'. =a N 0 L°O CO •� LL� W W u • D � $ m 4L IY lL no F 1•_��m w a 6 a • a N q9\ Bam�s aka d W o o by 6 W$�mg m O J cnzr W ZLL m DD m d a y U J le rt••,. ,r. W V m Ww0'.FDSENG.COM ❑ ❑ ❑ z — Z mo o � N a J N CI V C. Z •i ILD N MLIn a) }J w a Ow- � w c g a� L!1 � H � m jM m w f- 6 N 6 t ° U 99 6 r _ c 0�N CO 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O a z ° W ° N o ='I LD ` ,Rt a) m m z r1 Ln 3 co 0 5- 0 _1 L u Z) m LO o L J M .^ U) VI Model Name / Number: 1820 VI Plan Issue Date: Wednesday, May 12, 2021 VI KA PROJECT NUMBER: 21-4893 Sheet: 3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 TRANSOM DETAIL AT ENTRY 1/2"=r WF09 I WALL HEADER DETAIL N•T•S- TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ TO BE LESS THAN OR. EQUAL TO45° ' MINIMUM 2"X4" CROSS BRACING (SEE PLAN FOR I LOCATION) ♦ ` ,ya'�"'�' BLOCKING I I , , , I I _ ` I I PER JOINT _ CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL SLKG. AT TRUSS. WEBS CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING X6RACI(3) 2x4 12d @EACHSPF E S�P w/ (3) 12d , TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL N.T.s. 1B02 TYPICAL CROSS BRACING DETAIL N.T,s. ♦vaRitleyaNiTY� yan`�y0 TG)Rp as PROVIDE 2X4 MIN. BLOCKING AT d S c CENTER LINE OF HIP/RIDGE, TYP. a?,-'�; GA ;• BETWEEN TRUSSES (2) 12D NAILS EACH END TO TRUSS TOP _ CHORD Sao F s �1 �\ ,l TRUSS ALTERNATE TO BLOCKING a�(1` (- q PRE-ENGINEERED VERLAP TRUSS BRACING a® ` WOOD TRUSSES AT (EAST ONE TRUSS 6" OVERLAP a A TRUCTURAL PACE a i S,•9 SHEATHING IYA '• b 1 Ste,Is m G.T. I c ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 d TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" D.C. MAX. 4. SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2)12D NAILS MINIMUM 13)12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING- N SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING F ti 00 00 PLAN h J 8 y4y 8 d 8 0 `gs Lo .Ll bm LL LL LL. 2X4 BLOCKING BETWEEN TRUSSES s HIP TRUSS Lj yS2� tW i N 3 it FTB03 HIP j RIDGE BLOCKING DETAIL N.T.S. T1304 TRUSS BRACING OVERLAP DETAIL (TYP) m o �- B ° g 'a WANW11)SENG.00M ❑ ❑ ❑ Z 8 Z 1<,.:, TRUSS NOTES: a 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 _ (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS OONSTRU"ON LOAD SHOULD BE LIMITED tD Z N TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY HL CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT M { _ EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANYONE TRUSS. a 2. ALL BRACING (DB,CB,BS) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL. W LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-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, O V 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL COILING ARE NOT 0: M ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. A 5- PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. p M SEE TYP. TRUSS BLOCKING DETAILS U N E SHEATHING 1 H p 3 TO 4 TRUSS r2x4 AS SHOWN C pp p O �a©I� TRUSS SPACES DIRECTION Q CN1 p +m W RUS DAMS MBS 8 VERTICAL SCAB 2X6 #2 SPF 48' O.C. W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS (2D-1 NAILS OR HCLR/LL IN PLACE (4) lOD ON TO EA TRUSS REQUIRED_RAFTERS OF 'TER S'-0' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY SEE PLAN WBLETE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS SCHEDULE FOR SHEATHING DETAILS PLASECTION B-B TOP PLATE VARIESw ROOF DIVISION LOCATION: 2x STUD WALL SEE PLAN SLOPE .•\ ,. PORT ST. LUCIE CONV. FRAMED RIDGE \ \ / / REVIEWED o f . Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X8 42 \ - 2X4 SPF BLOCKING / "S' y w+;ttw',. (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ \ BETWEEN TRUSSES / / CODE ��@�q ��++.. ,p ,,qq ��pp NEXT TO PREENG. TRUSS \ \ @ 48" O.C. MAX. / / 2r8 BWNG. 2d NAILS S EACH TOP & BOTTOM OR H5 4) SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ / / B REQUIRED w/ (2) MTS12'S TTHAANREQUIS'A"RED � RAFTERS GREATER \ \ 2x4 SPF BRACE / Ei�)CC \ 0 48" O.C. - NAIL w/(4) / COLLAR TIE \ \ 12d AT EACH END & SHEATHIN AFTER EVERY d \ \ ALTERNATE DIRECTION FL 2X4 BLOCKING BETWEEN CB BEVEL CUTS �• O .TRUSSES W/12)12d NAILS (OPTIONAL) d) 0 EACH END, CONT. EACH BAY a TB 2X4 SPF W/ (2) N7X&1/2" / / TRUSSES o DB WOOD $CREW EACH TRU55 / / SEE PLAN W i V BLOCKING ALTERNATING OR H504S"O.C. / / IN m m PREENG. TRUSS \ / / .-i (0 G U CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / FILE COPY ® _j U B (USP MP4) \ \ / / O �./� (Ll/.Jl (/�� LO o 2X4 P.T. BLOCKING BETWEEN DIAGONAL 2'-0" ON CENTER \ \ / / W " n In LL TRUSSES W/(2)-12d NAILS O. AT S'-0' WOOD 2X8 $25YP RIDGE BEAM / 2X4 SPF BLACKING EACH END MAX 1RUSS y,e RAFTERS 02'4'O.C. \ BETWEEN TRUSSES ® Model Name / Number: MAX. w/ (3) 12d COMMON Y \/ @ 24" O.C. MAX.w/ TOENAILS TO RIDGE BEAM / \ WALL BELOW 2X4 AFTERS FOR SPANS LESS "HAry ,\ (3)12d EA. END (TYP.) 1820 (SEE PLANS FOR TYPE) CMASONRY 4 Fr 0 2'-0' O.C. MAX W / (3)1OD SEE PLAN 2X4 CON. AT STEELorvc. OR WOOD COMMON TOE NAILS TO RIDGE BEAM V Plan Issue Date: T&BCH&ID BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Wednesday, May 12, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING KA PROJECT NUMBER: INFORMATION 21-4893 ZA S.Y.P. 16" O.C. Sheet: SA Of: T11306 I BLOCKING AND CONVENTIONAL FRAME DETAILS 'T•s' MS I EXTERIOR NON -BEARING WALL DETAIL N.rs. ROOF FRAMING AND BRACING DETAILS ■ r" M 6" \\\ THERMA-"TRU INSTALLATION \\\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4 smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2 wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck, Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A J. x P,T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE 6" 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE gA fE " 61 a C. SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 19-09e IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB M 00 I- .tlh-g° f - Ir - If ° I 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. 0 a m i. PACE VENLY 0.e � aEAuwT NAIL SHINGLES W/ 11 DR 12 GAUGE ROOFING NAILS. SIB' MIN HEADS. 6 PER SHINGLE. SO O `... Uad" 9 ),,pep 01c"ase �ogse 310Does � amo 1�coa IT ye° to use in SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY RED, PAINTED BEHIND FLASHING R. WALL FINISH AND EXTENDING A LOCAVf-NT17RAYL MINIMUM OF 6-ABOVE 6- H GALV. fR-ASHING VERTICAL RISE OF FLASHING WALL CANT. AT KNEEWALL sTER senuwT ROOF Foor SHINGLES8X8'HGALV r 71 FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ FASHING AT ALL VERTICAL WALL INTERSECTIONS \ WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION 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 INSTALLAIION 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 4'"' 1/2" DRYWALL FLAT HD."TAPCON" SCREW THRU , THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH 0 DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2le MIN. EAM1BEbMENNT BY gX tFRAME WOOD OPREW OTHERS, ..; SHEATHING BY OTHERS CAULK BETWEEN ".y. FIN &SdHEATHING EXTERIOR 3%4" Ahlr+l FyCNai«SH QISiM BY OTHERS PERi#ihET> a 1/4" MAX. CAULK SHIM SPACE BY OTHERS HEIGHT ��? _ xlaT�fQxoR' TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S can Wet OFS. ouD u (' rMnannmFasy,er5pdng (lambs, Headsrd Slit) a• A" IF it. A". A #10 &rows MoUndng Rn Bileria Rod View Window of Wall Framing: , #25pruce/Pine(Fk Or eatter Silicone #10 fl1.1/2" Scow MmgdIn ►anwe"a0 Glaring Wad Cross section view' MNmun' 1 irr Slaps EA"larsheatlgng protect the bleft on sovices and dhy damagevrd wnsWction IS MPeta Stepi Measure lobe suetheopeMng b3jVtb ur largw O,anthe windowers both vertlalN and hoemnMgy. • You may wish to pmddh the installation toles in the On at this Dme. ftsiswd vv nchMhats h+pat man Bn as &W mnot neassseraf . Sep 2 AppN a generous Dead otsituate to the badWde of the nwantieg fin. Use er gh sgimm tosulfk" fill ar vokls between the fin and the wall sheathing. Step Instathe window Into the opmirg man the outside The window Islabeled Inside" and 'outside, but If thga labels have been removed, the glazing bead shwld always be to the mettle of the buaI Sep 4 Install shims under the sill, ad)usdng Omen until the unit Is plumb In the opening. Sham should be Installed under the slit every 2 feet. The window should be basically centered In the opeeft with no mere man 114" gap between the window and wag Imming Step 5 Install a#10 X 1- 2'screw 4" from the comer of Oe fin at each and of the head, 901 and both jambc Sep 8 Install the rdmining fasteners in 8" mcnNnmts from the corny screws W the center of each frame member. Use are not to over tighten the seews and qgl them thragh the fn. Also, make sue Oho screws go in sunlight and do not muse the flame to bow. Wall f w&V should bea eddmum of #2 Sphoel"Fr Fastnen; should be#10 screws of su0ldetOlength to achieve I-VB" penstaton into the wall and now than lR"from adge offramm Paeans entitles needai meadtskk of hamero achieve E" aF Frame ManbeT i0" q 16' 26" 74' 41' I So- so, I BE, 1 74' 1 or I 00" : 0a" NumberofFastmas 1 2 1 3 1 4 1 S 1 a 1 7 a I 9]_101 Ill 12 13 Step 7 Ranow excess a bone our from a unit the fin and mil for holes of Vold{. Use OWN to Al any welds. Sep 8 If dewed, a foam mwet on can be applied to the Interior gap between the window and wall it&". If applied, ddsmust be the NON EYPAA'D1pyG TYPE iOAM. Stop Sieve these windows ate typically used in rooms with No failed",k: bndaaome, 4 is rtminmended that the lmala gap between the new and wall framing also be sealed with slifthe and corded so as not to Interfere with Oe irsWaOm of wallboard, the a trim. Step 1D Once all opnsbudlan Is complete, remove the bubble wrap from the Inside and outside of the window. If necessary, clean the Weds none mild deergentand warm water using a soft". Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval 4 Roofing: 1st Choice DAD' COUNTY APP. IKO Industrues, Ltd Cambr dge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. FL30310.1 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: BADE COUNTY APR Florida Metal c s FLAMCO "0 - � FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, ' FROM EDGE AND 4" D.C. PL21580.1 R-2 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING PRODUCTS LLC AM O No. 30 #30 ASPHALT -SATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED iN ACCORDANCE WITH FL12328-R9 2905.1.1 Overhead Garage Doors: 1st Choice 1 +30.0/30.0 CLOPAY 1563W7 2"x6" P.T. WOOD IAMB WITH (6) 1/2' DIA. x 8" "1" BOLTS FL16546.8 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.84 Swing Doors: 1st Choice +87.0/ 67.0 THERMA TRU-CORP. FIBERGLASS OOR ALL ONE LITE SERIES 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.11 FL20461.12 V119896111T{{r� ,th'��pw1TOF?R e R ` ••" nJ • GJ 4�'v ,' \� gA , �A s r tAo 4( c1t a�e� <PC7ea�eu � Oq fY➢ Eliii9;i T ro C i m a o s $ eCON (r�1ag m U� m P; q 6.8 ii a aa�� a Dc 3 ag@ p6 ~ E .e enIg��WS S C 0 J @$ZN'aa4� g �°2Z u._¢e U J 6 'w ❑ ❑ ❑ c� Z10 N 1 J y d 1 — to Z Affiliffie �, CIO { 2o w d ,0 c — Ism cOD _ r��Q W +67.0/-67.0 THERMA TRUCORP. DOOR SOLID FIBERGLASS DR AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL 'BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) FL20461.1_913EgrLASS ,r AwaanC a • •"`�'� 2nd Choice PLAST PRO ALL ONE LITE SERIES FL15215.2 FLORIDA CONTRACTORS LICENSE NO.. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sidelights THERMA TRU FLAT PRO FL20461.2 FL15215.2 SlidingDoors: 1st Cholce MI WINDOWS & DOORS SERIES 42D SGD AI r l"T FL15332 4 DIVISION LOCATION: PORT ST. LUCIE n MI WINDOWS &DOORS seRIEs44,0 Alum. reinforced FL15332.12 ® Jab Information: Windows: ` W � Z a o c `-, O 0) y M d. ) 0D #ro eH rn . In N d 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin Single Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. ILA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS IEN TLTN THROUGH BUCK USE #8 WOO SCR�O) BUCK. OF NSTSUFFICIENT SUFFIENT LENGTH TO ACHIEVE 11h" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 17676.9 ,. +40/-50 MI WINDOWS 3500 SERIES Single Hu (flange) FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES Single Hung (fin) FL17676.2 MI WINDOWS 3500 SERIES Single Hung (finless) frame FL17894.4 Mullions. 1st Choice Nid926 MI WINDOWS MullOn Vertical 3 PoR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 161 TAPCON ANCHOR IT FF CIENT LENGTH TO ACHI V A1a4 FL 18504.1 IM-1926 Mullid Horizontal MINIMUM n EDGE EMBEDMENT WITH 1" MINIMUM EMBEDMENT WRH 1" MINIMUM DISTANCE q 15804.2 Fixed Glass: MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18844 R-6 1st Choice +50.0/-50.0 WITH MIN. 1aA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: Hb6.0/•71:6 KAYCAN LTD Standard vinyl Staple 10" on center In direction 1st Choice Df length Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" Double 5 standard standard Any[ I staples solid 144 vented -145 Hurricane Panels: Dade County App. ALA RIC 24" Ga. 24 GA. STORM PANELS 1 t C Ice SHUTTER a. LASS Storm Panels I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown _ _ Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: _ Certification Number: I. ® J W = In IL —j M (n Model Name / Number: .16503.4 R5 1820 FL12194.1 FL12i94.2 VPlan issue Date: Wednesday, May 12, 2021 -L16293 R3 V KA PROJECT NUMBER: 21-4893 Sheet: Of. S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING. %WEATHER / RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above headerto allowfor flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive border bade over head flashing and seal with tape 2 SELF -ADHERED FLASHING scale: NTs FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY , SELF -ADHERED FLASHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILYSECURE WOOD FRAME CONSTR. --. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY0IN. \WEA.THER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) DO NOT, BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW /- SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING NAILING FLANGE WEATHER RESISTIVE BARRIER D00R R6: UGH OPENING 3/4"-t BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6, USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING '-SELF-ADHERED FLASHING �L 1 8 SELF -ADHERED FLASHING LASHING EXTERIOR 00E ERI R DOOR WITH DECK- SECTION TIONA v EXTERIOR SHEATHING 4"-l" BEAD OF CONSTR. E 3l --INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A. MINIMUMS" VERTICALLY FROM BOTTOM OF �. THRESHOLD SECTION -A -� (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING \ / DECK PROTECTOR DOUBLE JOIST O 0 EXTERIOR CEMT. FIN. BUILDING PAPER SLOPE 0.3 (0 6' cm' 30 5 cm) WIRE LATH BUILDING PAPER SELF -ADHERED FLASHING WINDOW UNIT 3 __T SELF-ADHERED FLASHING W P 1 CEMT. FINISH WINDOW HEAD tl SELF-ADHERI Eel SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL FLASHING PATCH FLASHING REQUIREI 16-NITS III General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 0.3 in: 12.0 in E L F'A D H E R E D F LAS ue required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 an : 30.5 cm) SELF -ADHERED FLASHING q � PRODUCTS D E TA asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 for Tye IfeltWaterre other barrier. One layer o1 No.ive barrier f.�. asphalt felt shall be applied horizontally, with the upper layer lapped Over the lower layer not less than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall he installed in accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BFhIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive CEMT. FIN. PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The Individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the waterresistive barrier is directed between the layers. BUILDING numbered Items In the IISt Of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater 2. Install flashing and weather resistive barrier to form water shedding laps absorbing layer or designed drainage space. / 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R709,4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or In accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluidapplled membranes used as flashing shall be applied In accordance with the manufacturer's SELF -ADHERED FLASHING Scoring Cuts I flashing sit II be applied In a manner to prevent the entry o water into the wall cavity or penetration of instructions. All a pp p ry f wa e y CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6 Minimum) with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluld•applied membranes used as flashing in RUBBERIZED ASPHALT RUBBERIZED ADHESIVE ASPHALT 6. Fold as Shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashing$ shall be installed at the following locations: ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit SELF -ADHERED FLASHING tight to corner $. Mechanically fasten as nBCeSSefy 1-Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage, Mechanically RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: (SEFORE FOLDING, SCORE REaa TO 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the 14E NEAR SHOWN) AwaESIVEAssaowN> fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing Instructions or details are not provided, pan flashing shall be installed at the sill Of exterior window and door openings. MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish Or to the water resistive barrier for subsequent drainage. Openings using pan flashing shell incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 3.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ `�1V\ 2 W DMA 300 or FMA/AAMA/WDMA 400. 5 2. At the intersection of chimneys or other masonry construction with frame Of stucco wall$, with projecting lips on bath sides under stucco copings. ' 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4. Continuously above all projecting wood trim. S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. G. At wall and roof intersections. SELF -ADHERED FLASHING `n, INSIDE CORNER Y M 4( 7. At built -In gutters. )HERED FLASHING 2 = R 4. 5 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN { /t / , ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE V V INSTALLATION OF THE BUCK/RECEPTOR. V INDOW UNIT SLOPE'' 0 In.12Ain I SELF-ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. - SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER Cement Plaster in accordance with ASTMC926 over Wood 2nd floor Cement 00, Plaster over block 1 at floor O Note: The building pager and metal lath SELF -ADHERED FLASHING /� must be installer l Over the top of CEMT. FINISH PARAPET WALL V J� �V 1D 1 L the Weep screed. 7/8" Cement Plaster WEEP SCREED DETAIL SCALE: NOT TO SCALE Slab 718" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 - Building Paper -7/16" O.S.B. Isheathing -- Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2' Unperforated -' nge 7/8"Weep Screed 1/2" Cementltlous Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all Ca LUC � r BOCC 1/2" Cement Plaster Finish 2 1/Z' Perforated Flange 1/2" Weep ME COPS - Install bottom edge of weep screed 1" below finish floor ! ; ,�{lift lrlrrefe s� e r TO s e e V4eJ. P .• ••pEN P co: O 0-Z :g G P �, �o�O ` • 0 10i3 Ip®g IGt i I1t11 t v IZ 3 � i OD $ � W to OD W oil e a R� #J aJs a QSN�� LL IL W E®am�2� s6w b' Rev Z y� m � amm W 9fi .� � m J I3d a oe3 m O Via$. III m r- of WWW.FDSENG.COM ❑ ❑ ❑ O ' x Z $ Z0 Co N O ¢ to C e (6 C) 9 U S Q ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: YL Z � y H O LO W m > di uT 3 ) E • v� as Z I -'Um O a �_MILLI� coo Ln Ll Model Name / Number: 1820 Plan Issue Date: Wednesday, May 12, 2021 ® KA PROJECT NUMBER: 21-4893 Sheet: Of: WATER PROOF DETAILS 42X42 A/C SLAB BY BLDR MIN n/c 2' FROM WALL PAD HE OY ) }o2S. RT,=ii—---YaealeCTF — -- — — —i 0 1111Wa FOJ � LANAI p ANAIpI — • a L➢dstlJ_X �/yp v LTF� e[f, JAig1 C'E'LIidP �. dAUL7E[)..EIL. fi 30 -- 5 bath duct 12 ra 1. -1wcd to roof or wall c P ------= .b� - _ /_ _ w/ standard 70 : `y If 14x8 1wcd H^K-M - cfrn .bath for 210 1 x16 rag N - x4 1 5 bath duct _ 6 w 8 14x14 ra' w LTD CLGI to roof or wall cap I w/ standard 70 l 4„ 10'CEly ROOM 3 I a - �a�. � 1 a cfm bath fan14x8 tW d = 145 ; .... x4 wcd - ---�-- - - rJ t -- 8„ 1IIxg r � } 1� _ i — J Ox6 1wcd ;5„ lOx \73 tTEEDCFILENC to 50 C 14 u ARE {jj` it I „ 24 18 f rag 8- " DIMING ROOM vwL 1, a 1c8 wc �� 8 Yr.L:.T=_D raLENe 9�1 '�" 4" dryer duct 170 to roof cap` ------ �14x8 lwcd 180 " w/dryer vent box: R3U.EEUB w sRLi f iLL3 C. J c � s _ y � „ ��' 2x12 rag I - n �x+4 wcd ,... 50 7.-..- I - A �F E _ -- EQy }• x12 fag i .rI.W I I R08 i9Gc�-' I 1C' CE7(ihEG •-- �\ -- -- My iL-(Z"riG 3AOA URHT YAU. TET7 GFJ[1N[Y V s'.ALRT3.Y(q JJ!J9 '0'r7%TOJ XAW •A3 R •eYfiS i- �! Hi w/ U E EV. ______________ £2 Tom` ----- 12x3 lwcd , 140 — I CAR -GARAGE 8. G _ y 8' CDuNG _ rii L _ AC�A 3AiY1si i0LmLi ACiI VECITAV313 332 + HOW 3aARA0403NLI--------------- � I� 1 I 1 p 1 aEcNvoY a NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED — sux+a ax�rfs�va r x ar 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 FLOOR PLAN SCALE 1141 =1'-Ol ALL ELEVATIONS VJ W Z O LU Uj Q ® t- I LLJ REVIEWED FOR � Z CODE COIVP]A C - LLj O �e ST. L UCIE COUN, TY RCCC p -17 , 0 LLJ / V 1 U /r ®�N <C ® O m FILE COIPY ®� —t m Lu .. Z AREA CALCULATIONS J <( l­— m om Lsi. F OOR1820 S.F. G O ry< < LL a M��� 0—ff�^^ TOTAL LiYCNG (RC) 1820 4.f. 01 GAPE a-Qa S.F• R a t i n g COVERED ENTRY (BASE) 5e 5.'F. COVERED PA110,4ANTJ 137 S-P, s dOTAL AREA UNDER ROOF 2803 S.i. a 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.