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HomeMy WebLinkAboutBUILDING PLANTERMITE SPECIFICATIONS. STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N,O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 31814) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL - AAF 20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F' OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 1. CODE REQUIREMENTS: ITTHE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (f'm = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR 01787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, g, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY 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. MATERIAL ORCONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TFACING OTAL THICKNESS AS SET N TABLE R702 1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE IN R703.7.2. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE R703.7.3 WATER -RESISTIVE BARRIERS. TOP CHORD LL 20 20 20 20 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 OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DI. 7 7 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) 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. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ATTICS W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 50 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND - =2400 PSI MIN. S: SP SP 24F-V5 LAYUP 1,7E Fb PARALLAM COLUMNS; 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS; 2.0E Fb- 2600 PSI GLULAM BEAM / APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA O 0 (+} 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 () 28.8 0 34.4 0 0 O 50 (+) 24.8 (+) 24.8 (_) 27.1 (-) 31.1 00 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9,-0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 () 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC 04 4 N N o N W LO t .ff y (o r` o 6,, rann fO t W C9 W W LO r- w o t2 g 'eC�n � N p0' 0, LL U_ c -Ev of r mom-, 6 W FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES - 8m ��� c W d SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES _ W IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) v w o _ ._ •- vi to 0= 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER x U c t -2 s ~ s a 3 BUILDING STRUCTURAL FRAMING COMPONENTS. c SELF ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN a Q r v v a Z Y SPECIAL FLOOR LOADING 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 3 N a 3 0 PRODUCTS SHALL BE SEALED AT THE �� • = o � � N •� � � � p J 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. W H m ^ m < �73i'c°� ciN ov �_ O 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 (PSF) 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) . � ; � a v TO THE SURFACE OF THE EXTERIOR WALL FINISH. � ■ a w � U J N 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) APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 9 $ � �� � www.FosenG.coM � � 0 • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES a • 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) (D 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 PSF _z • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. (PSF) ��// SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) z • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. CDCONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) z dN • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME d S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q Q • AT WALL AND ROOF INTERSECTION. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) ��Viirrr/// a - STAIRS 40 (PSF) - to • AT BUILT-IN GUTTERS. �tJ� � m UPLIFT CONNECTORS FOOT NOTES �,/ 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. u, � 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. /�i .� - MORE INFO. W 2 tJt94 Qc q BUILDER NOTICE: (a m FIELD REPAIR NOTES GENERAL NOTES: U _j N 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed in the titleblock of these W = o 0 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 ~ 6 PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to _ c i 0 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to c 00 o THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to <t N o nn m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL TH E CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. _XDAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/411, PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the CONSTRUCTION MAY BE SUBSTITUTED WITH 1 SIMPSON MTSM16 TWIST STRAP W/ (4) 1/4"x 21/4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 4. MISSED LINTEL STRAPS FOR MASONRY CO () RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND (7)-1Od NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, , , , , , , , , , , 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. CONSTRUCTION SITEMATERIALSOR EQUIPMENTFROM MOISTUREMOLDFUNGUSFIRETHEFTVANDALISMTRESPASSOR ANY OTHER for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H7T5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRI PTION `�-�� � �� S� D it AM SH OMES z �� I.LJ Of Northwest Floridan 0 a; (2- I - 0 _3 Uj � Lo �`� om (n cn VI Model Name / Number: R1KAY 1820®®© AM��� � p��l���© Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: MODEL 1820 21-6351 Sheet: 11 Of: COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 1 OBO +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP-0f) BW1 16" 12) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6)-10d SP1 W/ (%10d SPF 402 STUD, (6) 1Od PLATE STUD, (4) 10d PLATE BW3 16„ (2) SP2 W/ (6) 1od (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, 4 10d PLATE BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD, 6 1.0d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ (6)-1 Od SYP 878 16" STUD 6 10d PLATE STUD, 4 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6}10d BW8 12" STUD, (6)1Od PLATE STUD, (4)10d PLATE SPF 535 SP2 W/ (6) 10d SP1 W/ (6)-10d O(2) BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1_ W/ (6)-10d BW11 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW12 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-W SCHEDULE ABOVE F.F. SEE FOUNDATION - - - PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 02" O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"Oc GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. Ir "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.10R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO ONLY) T RV PROJECTS 0 THI I FOR ?S 0) FIRST FLOOR CONNECTIONS. (NOTE:S S S 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IFTHE DEARING WALL IS INDICATED WITH THE BW1. DW4, BW7, 0W10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U = 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 CS SYP POST & (12) -16d NAILS U = 2300 8 x 8 P,T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 c 3.5 x 3.5 RL. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8-SD52.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU8 SDS2.5 W/ (20) 1/4" X 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SD52.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IFEXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH, STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF LC) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 1/2" 0.131" X 2 1/2" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 31/4" 0.131 " X 3'A" NAILS & TOP PLATE 12d OA48" X 3 1/4" OA31" X 3'✓' 8" O.C.(COMMON) STUD WALL 6" O.C.(GUN NAIL) CORNERS 10d 0.148" X 3" 1 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X.3 1/,' 0,131" X 3'A" (2) 16D(COMMON) ISEE PLAN (3) 160 ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 31/2' H5 LVL 2.0E Fb=2600 PSI SOS WD SCREWS @ 16' O.C. TYP. EACH SIDE (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER WI (3) ROWS 1/4" X 31/2 H6 LVL 2.0E Fb=2600 PSI SOS WD SCREWS @ 1W O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-O" - 9'.0" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E,O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. IYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) BM 0�OSB FLITCH PLATE. NAIL BEAM TOGETHER USING 51MPSON HTS20 TO WOOD POST ROWS OF NAILS @ 122"" OR 12) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 O OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2 ) SIMPSONHTS20 TO WOODOS T ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4' x 11 1/4" LVL CONNECTION PROVIDE (2) 2,0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) BM4 TOGETHER USING 12) ROWS SIMPSON HTS20 TO WOOD POST 114" x 3 1/2" SDS WOOD OR 2 SIMPSON HETA16 TO CMU O SCREWS @ 16" O.C. TYP, COL. U.N.O. ON ROOF PLAN, EACH SIDE. M5 (2) -1 3/4" x 11 7/8' LVL 2'OE Fb=2600 PSI' NAIL BEAM TOGETHER USING (2) ROWS CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD SCREWS @ 16, O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) • 1 3/4" x 16" LVL 2.OF Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.NA. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN API ROVAL FROM THE E.O.R. 00 (p 10 39,$„ ol ol lo 13'-10" 13' 0" 12'-10" ol 5,-4„ 8'_6„ 4'-10" lie (A) SH 25 SH I 25 _ PRECAST BOTTO 6' 8" 10 1 EGRESS - - - _@ _ _ _ _ _ EGRESS ' HOSE Lu Q ' BIBB O W rl 0 DROOM cc o LANAI �- p BEDROOM #2 t(AULT M Y VAULT CEILING : co Q¢ M VAULTED CEILING D CEILING m v, a� R CP N C2 C2 i CV \ I G,T_ S01 s N C ' S2 -- -- Y' 12'-4" 1'-6 0" 5' 0" 7' 2" 3' 8" 2'-0" 7,_2" H1 (2) 3050 S H2 ' 1 , 2868 2668 a 2668 2' 2" 0 w 8' CLG. Z - - - -- - BV1/1 J 1R/1SH tAr= W/ BASE PLATE Q N w ATTACHMENTS c4 (o OET BRG. WALL win BATH 2 m bo N m N DETAIL a Cn J a VAULTED CLG a m m I 00 0 2668 20 8 M I Y R I I o¢ M o l l 3'-6" o 7' 0" I I 10' CEILING 6' 8" m I I 0 0 z W.I.C. I 2668. ... z WALL v ; 1O' CLG. I :' ao 2x6 i VTR Go \ Z--------L--------------------- --------------- - --------', 'i _ A N O CID N a 1R 1SH / ' _ I BEDROOM #3 0 - m I " p m VAULTED CEILING o A 3'-8" 3' 4 2'-8"i 4'-0" 13' 4" OWN R LU o 3 X 4 BATH 3' 5" O (� ul N - N F.G. VAULTED CLG. 3' 4" i L0 SHWR , .I * 36" FLAT BAR 5068 -- - - - - - - - - - - -- I _ _ _ _ I ' r - I _ ,' • TOP ON 341/2" - + -- I - - - -- -- WALL in I - _ c) oo ;_ 8' CLG. iv 'D A/C Fry N _ _ - -- - - - --1R/1SH j p W RANGE/ / `, �� , i? ROOD DBL. 1 I v 1 SINK " PROVIDE PLATFORM N m FOR HVAC UNIT ; - 61 z N VERIFY SIZE WITH KITCHEN MFGR DINING ROOM O I a VAULTED CLG. ; VAULTED CEILING N © In if1 9' 3" �+ 3,-8, 6' 7" 7' 4" 12' 10" rq N J o o VERIFY - ; REFRIG. r 2668 w 00 z p mp r+ LOCATION iv W/ BUILDER NOOK ; I I o I > VAULTED CLG. ; I I I J LAUN. } J 1 r I 10' CLG. U m z I N 1(0 x l v=i I CN a Cn III II �N Ir` ; JI "-=-J I DEN I 2868 DRYER VENT THRU ROOFHANSON BOX (V FOYER co _ ; BEDROOM 44 10' CEILING U) N VAULTED CEILING W H MAX LGT 35'-0" @ 36" AFF - --- - ADD INVERTED PULL DN. STAIRS HIP w/ B ELEV. I 22ifz" x 54 ' - ; � F39 ; O � NOTE: BUILDER TO PROVID APPLIANCE PROTECTION IF m H1 REQUIRED BY MUNICIPALITY. FI ; SEE SHEET 4 FOR DETAILS I CRESS /(2) 12" S.L. J to _ I v 3 CAR GARAGE TRAN5.1'ER to 8' CEILING N LEVATWF O S 3 1 q 30'-0" 51 6' 4„ S 3 2'-10" ENT OP EGRESS I I � N 10, CEILING SEE ELEVATION FOR - -LINE OF GARAGE DOOR "-------T--------� ' - - - - - - LINE OF GARAGE DOOR- M3 ' CD04 WINDOW SIZE&STYL�E -- S-3 �~ o ELEV. "B„ & „D„ BM3 ■ , m - ------ ---- ■ 1 16" SQUARE ' CD04 � COLUMN TOP 0 9'-0" 4" 2'-8" 9'-4" - e!- I , S12 ; S 3 ; C 21 HOSE S-2 I ' I ' S12 S 2 S 2 _ Q BIBB O ; 1 ' I H ' 8 x 7 OVERHEAD DOOR 16 x 7 OVERHEAD DOOR 2'-0" 8'-0" 2'-0" 16'-0" 2'-0" 6'-4" 13'-4" 10'-0" 20'-0" 191-8" 49'-8" 71 FLOOR PLAN SCALE: 1/4" =V-0" ALL ELEVATIONS © +26.5 / -28.8 A) +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL 1777 ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL I GENERAL NOTES R302,5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12,7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12,7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches above the finished grade or other surface below on the exterior erior of the building, operable erable window shall comply with one of the following [3 listed methods). R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. Ceiling entries and covered porches to I n for exterior n have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails tfield n 4" r 7 screw a sa 6 O.C. eda d O.C.00 a edges d shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications m d (0 N ;t (O O LO N N L W to W . I LO co 00 I` r- U W Cv J J y s-I Lee I�yIS �Z LLJ W a L, `r N L J Y N� Ol s w, �i 1 --'� IJ JM,-, L yry m m= 13 a Lu X 0 .? O 's 1 L t �Uw 0 Y 0 c. �mt,nrn Wch 0io 0 0, 0 J W°--W Y d; y T WC � LL 9 N t-, m Q m Q Q LM � $' o Z � < tq O N _�� 9 2 "w WWW.FDSENG.COM ❑ ❑ ❑ 0 �2 13 WWW z o zg o Z N Q J � aw LO Z ti N r (11 VI m w (� OV w VOCL OlV c ~ J f7 �! U N E �00 v _ 00 _ U (h o Q N Ci to � ml _. C3AMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 1 ♦ I Job Information: O O z W O N O O � U7) (3) tn m Qi L) m °- OW �o /_�y��IL�//JJ� vJ I ♦ I Model Name / Number: I 11820 AREA CALCULATIONS V1 Plan Issue Date: 1st FLOOR 1820 S.F. Wednesday, June 23, 2021 KA PROJECT NUMBER: TOTAL LIVING (AC) 1820 S.F. 21-6351 GARAGE 596 S.F. Sheet: Of: COVERED ENTRY (BASE) 56 S.F. 2 COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2609 S.F. 1 1 FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. REINF. OPTIONAL CURB FOR VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0" (^ �— F.F_ W/ (1) - #5 BAR CONT.00 z . ► 2 STORY: 20" X 20" REINF. N W/ (3) - #5 CONT. 16" (2) #5 SEE PLAN • ( REBAR BEARING 2) # 5 REBAR16 FM01 SINGLE STORY FTG 1/2" =1'-O" 1 FM02 I SECTION @ GARAGE 1/2" =1'-0" REINF. SEE PLAN —F_F. 00 8' (1) #5 REBAR CONT. FM03 I THICKENED EDGE 11/2" =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR, FIN. FLR. ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE ON 2 STORY: 2011 X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) #5 CONT. JOINTS 10" O.C. TYP. 16 1(2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" =1'-0" 2x BRG. WALL 2 STORY; 20" X 20" (SEE FLOOR PLAN CONT. FOR MORE INFORMATION) tt rLAIN N 16" 4" . 245 REBAR FM11 I STEP DOWN BRG. SEE PLAN 8" 14" 1/2" =1'-W I FM12 I STEP DOWN NON BRG. = 1'-0" GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERM IX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG, DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD, 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 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 CAP.IIbs F1.0 1 1'-0" X CONT. 2'-0" X 2'-0" 2'-B" X 2'-6" 3'-0" X 31-0" 1'-0" 1'-0" 1'-0" 1'-0" 2 #5 E.W. BOT. 3 #5 E.W. BOT. 3 #5 E.W. BOT. 4 #5 E,W, BOT. 2000 T200 11000 15600 F2,0 F2.5 F3.0 r3.5 3'.6" X 3'.6" 1'.0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4- 10" W-6" X 4%6" 5'-0" X 5'-0" 6'-0" X 6'-0" 1'-0" 1'-4" 1%4" 11,4" 5 #5 E.W. BOT. 5 #5 E.W. BOT. 6 #5 E,W. SOT. 7 #5 E.W. BOT. 28000 34500 42500 61500 F4.5 F5.0 F6.0 1/2" = 1'-0" SEE PLAN ------------- OPTIONAL CURB SLOPED GROUT C- SEE PLAN OR MASONRY AT TO DRAIN Wx 4"x 16" 4J ELEV. 0'-0" WITH CURB 0 TYP. SEC. 81, (1) 45 BAR CONT. I I (G.C. VERIFY) z REINF. (o • , , F.F. (SEE PLAN) a 2 #5 CONT. INSTALL LINING f - • 1 \—L 2 #5 BENT BARS W/ MATERIALS PER LuMIN. 25" LAP SPLICE FBC-R P2709.2 16" MUDDED FLP• MIN. SLOPED TO DRAIN 2 95 CONT. FM14 SECTION @ RECESS SHOWER 1/2" = 1'-0" FM18 TYP. STEP FTG. DETAIL ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN F CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE ND. FOR QUANTITY MIN. BAR LAP OF 25° F�q #5 X 25" X 25" o CORNER BAIR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 11-1/2"=1'0" FM23 I TYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 101, 16" 20" W/ (2) #5 BARS <674# >2'-O"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HORIZ. CONT. TIED 1 EA, VERTICAL REINF. BAR- #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. B FIN GRADE- S" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FIL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) I N. COVER d FMASW I STEM WALL SCHEDULE 1/2" = 1' - 0 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 �ERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM SEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #g CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK " I 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) rj C, 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS " 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *5EE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS LEGEND I� INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING a 49' 8" 10, 0" 13' 10" 13' 0" 12' 10" 7e 11 1' 8" 4' 0" lo 3' 6" 4' 8" ' 4" 3' 10" 4' 0" 3' 8" FM19 3 TYP. CCD CORNERS ■ ■ ■ ---- --- ---------- ------------- i----- ■ ■ ■ ■ ■ r---------------------------------, r-----------------------------+ HOSE ' BIBB ' I o FM03 ' , FM01 ' , o I ' 3 3 - o ' FM11 FM11 ' 3 I 1 0 w ' 1 ■ F2.S (n< F2.5 (n I a C) 1 ' , 1 pNCN 1 O � 00 60 ' 1 4 Ibo STEP DN. 4" ; 00 I 1 , ; ■ I o I FM 17. 1 3— , I TUB ■ O W.C. UNIT LAV.00 — -1 LAV r'r � a �' Q) r� _ �-1 I II o L� L oJ f O ei I JJ y m `IL. � ' V - ---- 2' 8" --- -4-- 3' 1" r'r ��LAV N vv� ' I i LO o ■ CN o O ------------- W.C. ' _ _I M I TUB S,,AYLES VARIES I Q 1 I' I VERIF4 DRAIN , I 1 ; o �r 1 1 3 X 4 , 1 ' F.G. I SHWR I L ----, ' rr i= n� 1 I ' '------ i ( l i-^O L - J ' d 1 D/1V `J 00 ' SINK , 4 I ' 12' 11" ' I -PROVIDE CHASE ' FOR HVAC UNIT '00 VERIFY LOCATION ' 0 7' 011 3' 0„ 1 I I o � � 1 ' FM01 COMP. UNIT 90 ___ 1 ■ , I I I JI I � I ////_ I ' �Ir I FM01 WASH ¢ I I I i 1 1 L — J , 1 ■ ■ "'� 1 V/ I I 00 ' STEP DN. 4" O Ilk' ~ H. ' FM12 1)1 , , F2.5 3 1 3 1 00 ,0 1 � I EO ' � I w 1 I m z I 1 Jr W X _ • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i _ _ _ , 1 , I ■ �o ■ ■ ; 1 FM02 o w STEP DN. 51h" 3 1 I 1 0 6' 4" '01 o00 I C.J. 0 m ¢ --------- -------------- I -------- o '- — - — - - — - — - — - — - — - — - — - — - — -- — o — -' z i �� ' ■ ■ ■ ' ' o N � _ 0 1 I 1 I ao ' 3, 8" 7' 0" 2' 8" ■ 1 1 I ----- ' I I I ' 00 I ' FM03 EO 1 HOSE ; FM09 3 F2.S I EN' ' 3 1 - O BIBB - - - - - - - - - - - - - - - - - - - - - - I I 11111111111 ------------------------- --- --------------- ---� IM M 499111 (2) #5 BARS W/IN EACH F.C. TYP. @ EA. 2' 0" 8' 0" 2' 0" 16, 0" SIDE OF OPENING 2' 0" 6' 4" 13' 4" 10, 0" 20' 0" 19' 811 49' 8" All FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS i w 64 k )-)K °. AAl1!ffi', m�am MM N Cp LO m Y w 00 p Lo €�p'w P��v 06 �T 0m n�Z LJL IJL LPL N y M :3 N I� C W W a 9_ °108 °o�m 8LL dW t ■�mv9 15 0 d � 5- w 3 VCR - 1133 Z � 0 Y O ~ a y rn o��° M ,n 11 Q, ;, �L o w a O w ��8 «�TNC N�r L M m REF' _zN 6U C- I - cn O Z Q ZD U WWW.FDSENG.COM 0 El 1:1 z o c S za N Q Q ¢ T � z w _0 Uj tt3 .� — m w ur7a w ON O 00 cco o Q N w. * DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: z �LO In W o m > m cv � 0 a: d' ri 1—�Um m a 0 W/'� 4 o /'yJ'�� W V J / �J) LO LL VI Model Name / Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6351 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 4096 OF "A" = (.40 x 24,010) = 9,604 + 100%OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 2 -8" USE 2 RED HEADS TO ANCHOR WALL ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) JFM 24.1 JALTER NATIVE PROTECTION BARRIER I N.T.S. 1 1/2" VTR TO SANITARY SEWER PLUMBING RISER. NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 'C M w o � J W 1- m w x � ~ U �i W J W W COACH LIGHT WID GFI DISCONNET a COACH LIGHT COACH LIGHT ' COACH / LIGHT HOSE BIBB 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" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 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 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %�� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING -{- CEILING MOUNTED FIXTURE n U n Li nTRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE a CEILING FAN 6 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT w DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TVR T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J I JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR ® L.E.D. DISC LIGHT PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME A$ UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER UNDERGROUND SERVICE BY-1 POWER COMPANY INTERSYSTEM BONDING TERMINATION MAIN 5CONNECT 200 AMP 200 = 2/0 COPPER OR 4/0 ALU MN. IN 2" CONDUIT DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE # 8 TO HVAC —#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N .T. S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. N C(0 LLO m w 0 1- c0 t ag 03a�t3 �. C14 LO 00 *k P- k c € o g c N$ [� p h rn J L- J tL J W �Cvdw a O W,n °DZ W po CL LU H ai o-c rn'S Z X O O i 4)a ---a 3 F- 3 m y p, w fn � Q� U d- Q LLI J 2 IL � a >A 13 O � to (3 F°AH I! . ° WWW.FDSENG.COM N U L2 %1 1 /" � z o —o z o z � � a0 —� (n....�.r....../ Wz L0 lam, v7 UI m w c V co w � u�ca In ZD cm U CmV L 00 U o °' -, c 00 Tt o Q N 0 nA i DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 C LID W > M 0 m ■ ■ ■ ■ • • J ) 0—jUJ::D 3 u" o LL J m ch U7 Model Name / Number: __ 1 ♦ I Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6351 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for intake and exhaust TOP CRF BLOCK FIN O 60 IP OF BLOC - FIN. FLR - BEARING @ ENTRY TOP OF BLC bo 12 61— FIN. FLR. 12 61 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT 48" OFF RIDGE VENT E. 33/2 SH DBL 25 SH 48" OFF RIDGE VENT DOW HEAD HGT co io — ---- DBL255H W'DOW HEAD HGT 11 FLR.- 00 ZD - — - — - — - W'DOW HEAD HGT L_ 25 5H LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 5H L-1 L-1 (2) 3050 SH 2868FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" 0 Ln 48" OFF RIDGE VENT 1— TOP OF BLOCK LEFT ELEVATION "D" SCALE: 1/4" =1'-O" 12 1 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "D" SCALE: 1/4" = 1'-0" IMILME ININ IFE71071M, [L- IC�I 8' X 7' 16 PANEL OVERHEAD DOOR FN7 FALSE DECO. SHUTTERS - SEE DET. ON THIS SHEET ba -FIN.FLR.s TOP OF BLOCK Q bo - FIN. FLR. % 12 6 Soffit product provides 4.12 net sq in / sf Ridge vent provides 1800 net sq in / If Off ridge vent provides 13800 net sq in / sf ` Overhang distance 1.33 ft S.F. of Area to be vented (SF) g, k;'� 4 ,s„ s.f'. Total needed for exhaust for upper 1/3 578 net sq inches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan ICI hI , • MININIFENNI W I CODFm, ., .a.:.,."hi ' BRG.@ ENTRY "-- - - - - A n TOP OF BL CK W'D W HEAD GT 0 0 0 io IIII����IIIIIIII �701� ---- DB-- ----- FIN. FLR. , - — 16' X 7' 32 PANEL OVERHEAD DOOR 3068 DOOR W/ (2) 1068" S.L. AND 16" H TRAN. ABV. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "D" SCALE: 1/4" =1'-O" .A tHr N 04 r r, Q N a �,� m 'r 0 � 0 ti ¢oW N L W La co CQC p",s'" "�, O N M (q r=cwO�z c io 001 Z 0- _� d 8 CO j aim p S N C 'sOM�4 CS 4D LLJ a 0. _- �c ILLW v L �S a w Vcrg O Z Y �ct Nrn o's _��� �' _I mMIR 04M Q G o aLDL ° $ 19 v WWW,FDSENG,0OM z o '"'�ri�VVi::rrr//��"' z o c:) 04 Z J � I U) Z � JN W LL 0 W rL i Pi C U-) C M m U N E LU_ -r- 00 00 = 0 c/n Q N Oa rE U r ,rum FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: z �LO LO W O / (n O m J Gi ♦ Model Name / Number: 1820 ♦ Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 216351 Sheet: 5 Of: ELEVATIONS SEE DET. TB03 FOR WIND < 155/C MI G.C. TO PR( BLOCKING 1 W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 155/C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IPEEDS )H IVIDE 0 COMPLY OMENDATIONS ATING OF DGE DETAIL ULj EQ. o �( O Lu O w � D7 0 O O EQ. _ "X" DETAIL BRACE T801 SEE CONTINUOUS BRACING o 2 X - BOTTOM 4 MIN. SEE CHORD DETAIL TB04- O Q Q a BOTTOMCHORD GABLE END BRACING @-� SOP CHORD 2X4 42 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 uaw 2) "T" BRACING MAYBE USED IN PLACE OF PERMANENT BRACING PROVIDED n CAIG9Ua 4JYEK All LE-mov vw7o Or 117E 7Y EO. TB05J REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4 12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r �* 10 HIP -37.02 -51,06 -51.DO -51.06 GABLE -37.00 -37.00 58.99 -58.99 58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 1232" EXP, 1 (4a20) IL E' "32" EXP. 1 (40'20) NOTE: It 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 1$' x 0,113") NAILS 1_1611 0 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN -M32", SHEATHING SHALL BE FASTENED I,a 1, * ),a i WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS �r� 6+ 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O_C FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS WJ 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 J7" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN AU NAIL AT BASE 2 ROWS @ 4" O.C. w/ Sd COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ ad COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS C0 4" O.C. W/ 8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/ ad COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. W/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. @G (2) 8d NAILS @ W O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. I II 11 I II II I II II 15132" OSB I I I I I EXPOSURE 1 I I I D I I SHEATHING I II II I I II I I I 11 I II I II II PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT _ ................. FULL HEIGHT SHEET - - G� FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 VT% DO NOT OVERDRIVE NAILS; FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1a" (2)- 2x TOP PLATE BEYOND 15/32" 08B EXPOSURE 1 SHEATHING -- -T ---------- - -------------- ----- R---T----Tl-_--1T- II I II II II 11 I F II SOLID 2x BLOCKING II II II II I 0) ALL SHEATHING w w 1I1 I I I I I I I I I II II II II I EDGES = wQ i)I III III I I I I I (SEE SECTION X-X) p F III 111 C 11 II 11 I I �I III II II I 1 0 III III II D II I �zW III III OPENING III II II I I III III C III X )II II I I 11 I I a0 Q I a w - _ 1n III III 111 III X II I I I I 1 III 11 II E II I III III -Tr----rr-� III 11 II 11 I II I II I II I 2x STUDS BEYOND. W LU III) I I I II I I I I I I III II I I I I w SEE PLAN N- III) I I II I II I II II II I Ilf 111 I I I II 1 I I I II I i III II II II I III II II I I III II II II I a F _ _j N- III'1 III _W I I II J I I II I _1____U_1 III II 11 II II II __II I _I LL-__i__-1 VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 318" Imo_ . . SINGLE NAIL EDGE SPACING "S., = Ni SPACIN 1/2" DOUBLE NAIL EDGE SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN OO LL ,LIN LA >_ n tr 00 F-F-mp N W m o L,= 0_j w AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W1(4) ad NAILS ad NAILS @ 3" O.C. VERTICAL BLOCKING SECTION X-X T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES - 1820 ELEV D TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT - DESIGN RATING C1 - C5, C1V - C5V, D01S - D03S, El, E7, L / R - 589 # or less HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" E7V E7VP H1 H7, H7V E1, H1 L/ R - 330 # or less H10A/ PER TRUSS MFR 1040# (18) 10d x 1-1/2" (9) 10d x 1-1J2" A01 - A06, A09, A10S, K02 - K03 L / R 812 # or less HETA16/HETA16 1810# / 1810# (9) 10d x 1-1/2" BO1BS L / R 1220 # or less HTS20 / PER TRUSS MFR 1310# (24) 10d x 1-1/2" K01 L/ R 1908 #or less (2)HETA16 / (2)HETA16 2365#/ 2365# (12) 16d 12 16d (9) 10d x 1-1/2" ' A11S, A24S L / M / R 1001 # or Tess HETA16 / HTS20 / PER TRUSS MFR 1810# / 1310# - 24 10d x 1-1/2" (18) 10d x 1-1/2" B 1A B 1S B11S 0 S, 0 ' L M R / / 689 # or less H10A HETA16 PER TRUSS MFR / / 1040#/ 1810# 9 10d x 1-1/2" (9) 10d x 1-1/2"' HETA16 J (2)MTS12 / (2)MTS12 / 1810# / 1980# / (28) 10d x 1-1/2" A07 L / M / M / R 703 # or less HETA 16 1980# / 1810# (28) 10d x 1-1/2" 9 10d x 1-1/2"> (10) 10d x 1-1/2" (2)HETA16 / (2)HTS20 / (2)HTS20 / 1920# / 2620# / (48) 10d x 1-1/2" A08 L/M/M/R 1849# or less (2)HETA16 2620#/ 1920# (48) 10d x 1-1/2" 10 10d x 1-1/2" TRUSS MANUFACTURER: ' PROBUI LD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 6/8/21' L = LEFT, R = RIGHT & M = M1 DDLE BEAR] NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE BARK TYPE CONNECTOR & TASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETA16 w/ (9)10dx 1 1/0 OR 1810 HTA16 W (10110dx 1 V2"OR 1585 1870 MASONRY HETA20 wl(9) 1 Od x 1112" HTA20 wl(10)1 Od x 112" O FRAME TO H2.5Aw1(10)8c NAILS 535 565 RT7A w/(10)8c NAILS 515 585 FRAME © FRAME TO H10A w418)10d x 1 12' 1015 1040 RT1(JAw/(17)10d x 112" 895 1020 FRAME 1­110A-2 w1(18)10dxI V2"AT 2 PLYTRUSSES 030 1080 RT16-2w/(I6)10dxl 1/2"AT2 PLY TRUSSES 935 1060 O FRAME 10 M7S12 w/(14)10d x 1 12" (AT EXTERIOR 860 wo MTW 12 w/(14)' Od x 1 12' (AT EXTERIOR 1005 1195 FRAME LOCAL ION INCLJDE 13) 12d TOENAILS) LOCATION INCLUDE (3) 12d TOENAILS) OFRAME TO MCT w/(22)1 Od NAILS AND 6/8" A.T.R. w/ 12" 3330 396$ MUG w/(28j10d NAILS AND 5l8" A.T.R. w/ 3330 4495 MASONRY EMBEDMENT w/ SIMPSON "SEI' EPDXY 12' EMBEDMENT W SIMPSON •SET" EPDXY OFRAME TO HTS20w1(24)10d x 11f2"(AT EXTERIOR 1125 1310 HTW20 w/JV)1 Odx 1'12"(AT EXTERIOR 1285 1530 FRAME LOCATION INCLUDE (3)12d TOFNAII_S LOCATION IN CLUDF (3)12d T0FNA1. S Q FRAME TO (2) HTS20 w/(48)1 Od x 1 1/2" (AT EXTERIOR 2250 2620 (2) HTW211 w/(48)10c x 1 12" (AT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE (6)12d 70ENA'.L5 LOCATION INCLUDE (6)12d TOENAILS (EA) HGT.2 W/ (16)10d NAILS AND (2) 51W A.T.R. HUG w/ (16)10d NAILS AND (2) 5B" A.T.R. OFRAME G TO ,W 12" EMBEDMENT .1 SIMPSON "SET' 10690 w/ 12" EMBEDMENT W SIMPSON "SET" 7020 9790 MASONRY EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUG73 FOR 3-PLY) OFRAME TO FGTR w/ (18) 1/4" x 3" SOS WOOD SCREWS 3400 4725 RFUS w/ (12: WS3 WOOD SCREWS AND 7100 MASONRY AND (2)12" x5' TITEN HO ANCHOR BOLTS (4)3/4'x6" WEDGE -BOLT (11 LGT2 w/ (16) 16d SINKERS Ji FRAME TO & 171 11 "x 1-114"TITEN 2 1750 2030 MASONRY (SEE. #6 BELOW J2 FRAME TO MASONRY/ (2) LGT2 w/ (32) '.Bd SINKERS & (14) il4"x21/4"LNEN (2 PLY TRUSS) 3 4080-M (2) LUGT2 w/ (32) 16d SINKERS & (10) 1/4"z3"WEDGE-BOLT (2 PLY IRUSS) 3100-M 3100-M FRAME OR (28) 'Bd SINKERS FOR FRAME (EA) 8240-M 240-F 3770-F OR (32) 16d SINKERS FOR FRAME (EA) 3800-F 4620-F J3 FRAME TO MASONRY/ (2) LGT3 w/ (24) 1/4". 3"SDS SCREWS & 18) 30x 5" TITEN (2 PLY TRUSS) 4730-M 0570-M 121 LUGT3w/(24) 1A" x21/2' WS25 SCREWS & (4) 318" x 5" WB 12 PLY TRUSS) 6480-M 7050-M FRAME OR (52) 16d SINKERS FOR FRAME (EA) 5o10-F 6960-F OR (56) 164 SINKERS FOR FRAME (EA) 6480-F 7710-F BEAM 70 HJ410 OPT HUG110 w/ ('.8) 1 fid & (10) 1 Od G#2fi80 H D410 OFT HD4101F w' (20)1fid & (10) 10d G#3080 K O BEAM NAILS U41895 NAILS U41950 TO HU410 OPT HU0410 w/ (18) TITEN G#4500 HD410 OPT HD4101F w/ (20)1l4" x 3" G#3355 OBEAM MASONRY 1/4"x2 W" & (10)10d NAILS U0800 WFDGE-BOLT &(10)10d NAILS U#850 BEAM TO HU46OPT HUC46 w/ (6) +Od NAILS & 0#1540 G003000 HD46 OPT HU45 w/ (6)10d NAILS & G#1625 G02010 9 MASONRY / (12) 1/4" x 23/4' TITEN (TO MAS.) U#980 U#1135 (12)1A' x 2 3/4' TAPCONS (TO MAS.j U#1030 U#850 FRAME OR (12) 1 Bd & (G) 1 Od (FOR FRAME) SYP-F SYP-M OR (12) 1Gd & (6) I Od (FOR FRAME) SYP+ SYP-M TO (2) HE IA I6 OPT (2) HEIA20 1920 1920 (2) I11 A16 OPT (2) HIA20 MOFRAME MASONRY 1-PLYw/ I x 1 1/2" OR 2365 2365 1-PLYw/(10) x 1 d OR 2430 2430 L 2•PLY w/ (12)16d (1 , (1 2-PLY w% (1 � 1fid HTSM10 wl (8)IOd NAILS AND (4) 114'W 1/4" 955 1110 HTWM16 w/ (6)10d NAILS AND (4) V4"x1 3/4" 1145 1225 TO TAPOCRONS WEDGE -BOLT OFRAME MASONRY HTSM20 W (10)10d NAILS AND (4)1/4N2 1/4" 955 1110 OR HTWM20 w/ (10)1 Od NAILS AND (4) 1/4"x1 3/4" TAPCON9 I I WEDGE•BOLI 1145 1225 ©FRAME TO H10S w/ (8) 8d x 1 1/2" NAIL S AND (2j 3B"x4" 780 1 910 MASONRY TITAN HO DT72Z W (8)1/4" xt 1/2" SDS WOOD DTB-TZ w/ (8)1/4" xt 112" WS15 WOOD © FRAME TO SCREWS AND (1) 1/2' ID A.T.R. EPDXIED w/ 1835 214b SCREWSAND(1)12"BA.T.R.EPOA1:Dwl 1510 1835 MASONRY SIMPSON "SET" SEP N07F #4) SIM".N °SFT" (SEE NOTF #4) HTTS w/ (20)16d x2 1259 " NAILS AND (1) /8" HTT45 w/ (2d)16d x2 1/2" NAILS AND (1) ® FRAME TO AT.R. EPDXIED w/ SIMPSON "SET' 4375 5090 518"0 A.T.R. EPDXIED w/SIMPSON "SET' - boos MASONRY (SEE N07F #4 BELOW) (SEE NOTE #4 BELOW) HT74 w/ (18)16d 412" NAILS AND (1) 5/8" B H7T45 w/ (18) 16d x2 'JT' NAILS AND (1) O FRAME TO AT.R. EPDXIED w/SIMPSOWsm 3640 4235 5/8"9 A.T.R. EPDXIED w/SIMPSON "SET" - 4'60 MASONRY SEE NOTE 04 BELOW) (SEE NOTF St4 BELOW) OFRAME TO H10S w/(24)10d xi 1/2'NAILS 786 810 LUGT1 w/('L3)8d x11/2'NAILS 875 1045 FRAM F OFRAME TO HM9KT W (4)1/4N1 1/2' SDS WOOD 760 760 FIT1fiM w/ (9) l0d x 1 12" NAILS & 1395 1395 MASONRY SCREWS & (5) 114"x21/4' iAPCONS (4) 1/4" x 1 3M"TAPCONS FRAME TO VGT wl (16) 1/4'A" SDS WOOD SCREWS & O MASONRY 0)61V'ZA.T.R. EPDXIED w/SIMPSON"SET" 3555 4940 W 12" MIN. EMBEDMENT TO (2) VGT w/ (32) l/4'k3" SDS WOOD SCREWS OFRAME MASONRY &(2)5/8-JO A.T.R. EPDXIED w/SIMPSON 8170 7185 "SET' wl 12" MIN. EMBEDMENT FRAME TO VGT W (10)1/4'x3" SDS WOOD SCREWS & MUGT15 w/ 122) 10d NAILS & HTT45 w/ (18) O FRAME HDU4-SDS2.5 w/ (10) ',/d"x212" SUS WOOD 3285 4565 10d NAILS &(1)5l8"A A.T.R. - 4160 SCREWS &(1)518"O AS,R, O FRAME TO (2) HTT5 w/ (52) 16d"x212" NAILS & 4375 5090 (2) H7T45 w/ 152) 1 Wx2 1/2' NAILS 5005 FRAME (1) 518"B A.I.R. (SEE NOTE #4) & (1) 5/8"0 A.I.H. (SEE NOTE 44) 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAMS w/ (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EI H IEH SIMPSON OR USE CONNECTIONS, SEE FRAMING PLAN FOR CONNECT OR CALL OUT. 4. FOR SINGLE PLY TRUSSES. SCAB ON FUG HEIGHT SYP 41 2"x4"TO TRUSS VERTICAL WEB w/ (2) ROWS OF 10d NAILS @ YO.C. STAGGERED S. 12" MIN. A.T.R. EMBEDMENTC. CMU BOND BEAM U.N.O. 0. SCAB TRUSS CHORD w14'-0" 2x SYP #2 (MATCH CHORD LUMBER SIZE) w/ (2) ROWS 10d @ 4" FROM END & 4" O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. A MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNEC 110N FOR ALL HOOF / FLOOR TRUSSES 10 MASONRY WALLS/ LINI ELS/ ICF WALLS LINO ON PLAN 2. CONNECTION AT 24"OR 32"O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL 17812/93.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32" O.0 MAX. w/ (2) AT EACH CORNER. G.C. TO VER'.FY LOCATION DOES NOT CONFLICT w/IJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS w; (2) 12d TONAILS OMINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNFC71ON FOR JACK TRUSS TO WOOD WALL. OR BEAM © MINIMAL CONNECTOR UNOON FRAYING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIORIEXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST I I -METAL DRIP EDGE C.M.U. OR ICF WALL \"� 2 x SUB -FASCIA SEE TYP. WALL 'E� 4--ALUM FASCIA SECTION 2x BLOCKING NAILED 2x2 #2 P.T. MIN. FASTENED TO TOP CHORD OF EVERY PER NOTE 2 BELOW. OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP, (**) (***) BLOCKING W/ (2) 12d NAILS CONTINUOUS SOFFIT G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE . 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24" O.C. FASTEN TO CMU W/ 3/16"0" 71TEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148"x3"A" ,AT 16"O.CJ I. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (Pry) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAION DETAILS (**) ALUMINUM SOFFITS > 1'A" BLOCKING REQUIRED. I (***) VINYL SOFFITS > 1'-O" SHALL HAVE FOR SOFFITS < 1'4" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4" =1'-0" .-I c- t0 1-t O ■ 11 o m (N LD LO t61ow T-J 000 1' n LO 00 1­ ■ 0 ac Oe 0 3 o U'1 � 07 X y U c yt co,N .H _I J J c a'B, c p(pyj o pbppp a1 L� L� Li c a 3 y M: r Z W M SU�7N� Wo m��■ G M 3 S Tn c Q c= aL W (n N 0;�_LL_ NW e■ O�'� D- LLI 3 �c�c� My dr`m� O �. o 'yy 2 2 < Z Q C� �S 13 W N o m Y 0 Yb 0 -- r, w O O W C�ML fN 01 IL IIIN 01 N D_ J J mW 3a�ia Wa m m Q a = 0 d�mw W v m � �.6 WWW.FDSENG.COM 11 ❑ C9 Z c+0 - o 0 N Z [ Q t.rn I J � 11Z N UI m cull W NJ C 10 ucaa U- w DD, C U N E LL' O Ov 1 F- a) C) w O w Q Q N ObOA m Y DAMS HOMES I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rJob DIVISION LOCATION: PORT ST. LUCIE Information: O z �L0 C LLJ O > m a) �� U) a m a� CI' 0 M O J W � o , ♦ :: Model Name / Number 1820 ♦ Plan Issue Date: Wednesday, June 23, 2021 ♦ KA PROJECT NUMBER: 21-6351 Sheet: ^ Of: 01 • • a A , LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - 0013""t.111 NON-SHEARWAILL SEGMENT [.1111111111111111111X1 ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK• CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN, LAP 25" (ACI 530) TOP OF SLAB MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. TYP. TIE BEAM W/3000 P.S,I. CONC. W/1 #5 REBAR CONT. 5 MPSON SP4 W/(6) - 1 Od X 1 112 //_SP6 OR SP8 FOR 2x6 AND 2x8 WALLS ;aIV=21111=12=.w DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELLW/3000 P.S.I. CONC. W/1 #5 REBAR VERT, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X8" -Y' BOLTS OR (3) 1/2" X 6- EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/81' HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO I Mal®ai I I rxnlvlLL t�iar/-.�u/-,-.� -- -- -- I N.T.S. I xAAO!'�BI r7V nnNl nl Cl�TWnN ni:TAII #5 REINF. BAR 1, l� #5 STD. 900-11- O-K * GRADE 40 U.N.O. 20" MIN. LAP #3 OR #4 REINFORCING BAR #S & #4 LAP SPLICE 25" MIN. LAP IWM #5 REINFORCING BAR #5 1 AP SPLICE Id 36" IN. LAP . #6 REINFORCING BAR #6 LAP SPLICE I MS05 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S- I ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2a/4" 12" O.C. 1 2 x 6 1/4" X 23/4" 12" O.C. 2 2 x 8 1/4" X 23/4" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAAST _ � LINTEL w ' a (2) 2X P.T. e > BUCKS W/ 1/2" O.S.B. BETWEEN I � I I I I I I FASTEN PT 2X NAILER TO MASONRY I I I I I I - IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11I 2x BUCK DETAIL I N.T.S. I LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 D STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (#PLF) ; APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 172 405 92 8F16 - 1B / 1T (min.) 2 71-611 2661 171 1624 89`' 8F16 - 1B / 1T 3 41-611 6113 133 2707 81 8F16. 1B / 1T 4 141-011 1002 168 560 154 8F16 - 1B / 1T 5 31-611 6113 770 3524 399 8F16 - 0B / 1T 6 71-611 2661 770 1624 399 8F16 - 1B / 1T 7 41-611 6113 770 2707 399 8F16 -1B / 1T 8 1 91-411 1 1843 1 172 1136 92 8F16 - 113 / 1T (mi n.) 0 0 0 CID 0 5 RROAR AT TOP MN. (V FI -U3" C131 F ', c.Ku. @ 'r" GROUT 5 R@BAR AT 501 NitO OF _' WrL dAV ITY ROTrOM R@INI OR01No 7--'A1:-J- PROVIDED IN L'NTEL (VARIES) S" N4"I WIDTH TYPE DESIGNATION F , FILLED WITH GROUT ) J = JNriLLLD BOTTOM OF ON T EL CA V IT"' SFlro-1B/1T NO"INAL WIDT+ OJA\T7Y D= 5 NOMINAL. HEICsHT R_=EAR F.- -OF MATERIALS I. fc precast lintels = 3500 psi. 2. Pc prestressed lintels = 6000 psi, 3. f'c grout = 30DO psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimurn net area compressive strength = 1900 psi. 5. Reber provided In precast lintel per ASTM A615 GR6O_ 6. Field rebar per ASTM A615 GR40 or GRII Prestressing strand per ASTM A416 grade 2TO low relaxation. 7. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed faints. 2. Shore tilled lintels as required. 3. Installation of lintel must comply with the architecture! and/or structural drawings. 4. Lintels are manufactured with 51/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'•4" and longer with a nominal height of 8" meet or exceed L/180. B. Bottom field added rebar to be located at the bottom of the lintel cavity. T. 7/32" diameterwire stirups are welded to the bottom steel for mechanical anchorage. B. Cast-Tn-plece concrete may be provided in composite lintel In lieu of concrete masonry, units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Lintel min. depths are called out on lintel plan. If contractor installs a deeper lintel than indicated on the plan, doing this increases the strength of the lintel and is approved without engineering letter, if a smaller lintel is installed contact FOR for approval SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Sirte loads for unfilled lintels must be reduced by 20% If bearing length Is less than 6&1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2, N.R. - Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity qan be obtained by the designer by providingaddional reinforced masonry above the precast lintel 6. One #7 rebar may be substituted for two #5 robars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d•awayfrom the face of support. 8• For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. REVIEWED Pt�", o '�*n✓' b � Cam` i K P w 6" k., ... P PRECAST "U" LINTEL w/ 3000PSI CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n n 10" /—STD.90 HOOK ANCHORS it F11 t1 unnu CJ J S STD. 90 DEGREE REBAR ON BOTH SIDES ANGLE 3000 P.S_,. OF OPENING U.N•O. CONIC. W/1 #5 DIA. REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS W-6" AND LARGE: --- 8"x8"x16" CMU U.N.O. J ,I SEE PDIUNDATION PLAN SEE FOUNDATION FOR LOCATIONS PLAN ,." r;S37 +,F I� Cj CN W_ yrWn�om �L15,N 0 N 00 rD a mMW av W �aVglQQm w to 00 1- 4Jkk 4k W a• c '{� Z a O Obi LL l LLL. 4 NOD o 5� t.S W -N a do't3 .DL. cN r' OMQry0 LL1 CL � :=r 401 �' LL '� w fp C� � G ... . t=N O I- 3 N "'N 40 C y $ my Z �qmR� c WM.FDSENG.COM 11 El El Z c+� - O o Zo 2 nI NN Q N Q -- - d •I _ LO z I- N (9 ro w I-r) CL ai V) m H J m U —N w 20 0 I— 00 rn � U m 0 iv c 00Is Q N O USA FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rJob DIVISION LOCATION: PORT ST. LUCIE Information: i" 0 rYP. BOND BEAM (U 3" x 8" x 16" K.O. -INTEL BLOCK -ILL W/3000 P.S.I.Uj i IONIC. W/1 #5 DIA, TEBAR cd - °+-' rI 05 NDICATES FILLED SELL FROM FTG. TO 1 #5 3AR MIN. s� 0 _.I �y�i� W r�ry VA pVZ) J ® Model Name / Number: TYP. DOWEL25" ® Plan Issue Date: MIN. LAP (ACI 530) --- Wednesday, June 23, 2021 ® KA PROJECT NUMBER: 21.-6351 Sheet: AdOlk Of: ALL ELEVATIONS MS01 BLOCK WALL REINFORCEMENT N.T.S. 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) W'x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. " '� • ' (5) 1 /2"DIA. x 8" 1/2" X 8" A.B. W/2" "J" BOLTS WASHERS SET IN o �' FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL SECTIONAL ' O OVERHEAD DOOR CONT. WOOD P.T. #2. SYP2"X6" ; .: o p TRIM �o :,a�.• �:�• .,::� .. :, •''' 2"x6" P.T. WOOD JAMB `� ' cv . DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR r, TRACK MOUNTING DETAIL o NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS 'a a� DETAIL- UNLESS NOTED OTHERWISE ?� MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 1 w av Ill (0 I`00 M- LA W Imo• d3r I �qj N o§ M LWL LJL c v -uj U3 W_ Z W }a�oi y0� aS 9 1 QI 3 N I� G W r- N m O a ?'O .'m '< N co a m W Y BLOWN -IN R-30 INSULATION PER FBC 1-L LU � O L` L a w �c V CT c �I �' - O °' m H � W � .� d' Q Z for 1 AND ENERGY FORM SUBMITTED WITH g M—' N o 3 BLOWN -IN R 30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) aLU t H W Q m m MO C) 'i m mIn 2 m d UM FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OR � W a9 0 U O 12 WITH PERMIT APPLICATION TILE ROOF PER ELEVATION SEE PLAN ( ) d 3 L < n � . 2 Q � V PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT � V J N ■ SEE PLAN (FOR VENTED ATTICS) 1 PER FBCR 905.1.1 OVER APA o : ;� ❑ ❑ ❑ H www.Foseno.co FIBERGLASS SHINGLES OR ' TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD TRUSSES @ 24" O.C. ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHT. FOR U , OVER APPOVED UNDERLAYMENT I SHT'G & FASTENERS. z FBCR 905.1.1 OVER APA \��� PER \ z N •o ROOF SHEATHING - SEE SCHEDULE- PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR TRUSS ANCHOR (SEE PLAN) -1 cv Q 'J eC TRUSSES @ 24" O.C. SHTG &FASTENERS. — _ _ SEE PLAN FOR � TRUSS ANCHOR SEE PLAN ( ) BRG. HT.` 1/2" DRYWALL � FELT PAPER OR • • ETAL DRIP EDGE a ti z N i t TO BE INSTALLED ON OUTSIDE ,' TRUSS PLATE (TYP.) FRAME FOR BUILT-UP U AC FACE — - — - — 3/4" P.T. NAILER 2X SU BFASCIA ,.�� SOFFIT. SEE ARCH. CORNERS min (3) 2x4 ORX W 1/2" DRYWALL 4x4 w/ 2x4 POST UNDER EA o ' METAL DRIP EDGE 1/2" DRYWALL PLANS CURTAIN NAILER ( 8 x 8 x 16 K.O. r 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. �� NAILED w/ 8d NAILS CO)6" KEEP IN 3/4 FOR SHEATHING 11 — *' � O a' UOCL CONNECT ALL 2x STUD - 2X SUBFASCIA 1 x 4 P.T. @WINDOWS �, LINTEL BLOCK 1 x 8 P.T. @ S,G,D. h O.H. DIA. REBAR $L AND LATH WITH FINISH O.C. _ m TO TOP PLATE WITH (4) 16dTOENAILS — SOFFIT. SEE ARCH. 30 0 I N SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES / oa \ ` \ (TYP.) FRAME FOR COR- / OO // �° NERS FOR NON LOAD U N E "' o 0 PLANS PRECAST "U" LINTEL N w a°v BEARING SIDES NAILED F' °O 1/2 DRYWALL —_ SEE SCHEDULE u / ° e' ° ` _ o 0 ' SEE PLAN FOR HEADER SIZE u < w/ 16d NAILS C� 8 O.C. U o ai =� o va C '0 OPTION! 15/32" OSB EXPOSURE 1 ON O.H. W/ ALL EDGES BLOCKED. 1/2" x $" J BOLTS / (1) CENTERED EA. / (TYP.)4 COURSE HIGH A.F.F. °' DAMS HOMES EXT. WALL MAXIMUM OF (3) 2X PLATES MAY BE SEE ELEV. SEETB13 FOR NAIL ATTACHMENT, r �� / CMU BASE FILLED w/ CONC SIDE w/2 WASHERS / ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4 �� v (TYP.) w/ (4) VERTICAL RENF w/ ( — µ PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. r NOTE: 44" MAX. SILL HGT. ON r FILL CELL -(1) #5 DIA. HOOKS INTO FT & AT FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. h REBAR W/ 3000 PSI OF COLUMN 1 PLAN Al -Al 3000 GULFBREEZE PA h CONC. ALL LOCATIONS GULFBREEZE, FLORIDA 32563 SHOWN ON FOUNDATION VINYL FRAMED WINDOW w/ SCREEN N &FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN PORT ST. LUC) E LOCATION OF OPENINGS IN u SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO ,u, ' w/11-10d TO BEAM FOR BEAM SPEC. v Job Information: OPENINGS ARE INDICATED, FULL & TO FRAME BELOW STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON x ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW W/SCREEN WINDOW STOOL ry CEMENTITIOUS DECORATIVE PER SPECS N PRECAST CONC SILL ; ; ; ' FINISH 7/8" THICK PER ASTM C-926-98A h PAPER BACKED FOIL R-4.1 u INSULATION AT CMU BLOCK WALL 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM J EXTERIOR FINISH - , 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) LID FOR NAILING INFORMATION FOR APPLICATION O R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE F'TG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 17" IN CONCRETE • 25" 1 x 4 P.T. i SIMPSON HETA20 W > O M AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACI 530) ABOVE Ali-, Al BUILT-UP CORNER MIN (3) 2x4 m '� WITH PERMIT APPLICATION HD) W/2" WASHER AT 32" O.C. MIN. 6" FROM END SEE WS07 SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN POST OR 4x P T UNDER Z cr rl O . ■ ■ J N V m a - WOOD BASE BEAM FOR TERMITE SHIELD SEE FOUNDATION PLAN , , SEE FOUNDATION PLAN FOR ° , O O J W 4LID FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP OF SLAB r1k, •. - NOTE: 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE `� % � J 03 Model Name /NUmber: INSTALLED ON INSIDE OFV oo GRADE ' GRADE COLUMN. DO NOT BEND • ° �,,v ° � p;�.,` , ° STRAPS UNDER PLATE. v ��E �t��' "'?�o vv 1820 PLACE STRAPS IN FILL . ° , ° Cq +;� ° ° • , � Plan Issue Date: CLEAN p ' SEE PLAN FOR � CELLS W #5 REBAR -.; • �: r "' -: / , , u " (TYP.)4 COURSE HIGH CMU BASE ° Wednesday, June 23, 2021 COMPACTED � � � m � � RE -BAR QUANTITIES • , •, �', 'r- ° . •- ° FILLED w/ CONC -SEE PLAN FOR '• •" ' ' '' FILL • ' °'�;•; • e °P��• ° °� •: ° ••• •: • -:' SIZE. TOP OF COLUMN BASE - KA PROJECT NUMBER: SEE FOUNDATION PLAPFI SEE PLAN -- SEE FOUNDATION . 2'-0" AFF �. ° ' 16" FOR FTG REQUIREMENTS /j 21-6351 PLAN ° a NOTE: DETAIL CD11 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4" =1'-0" DETAIL - UNLESS NOTED OTHERWISE S=2 WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = 1'_ CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS ' STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO , BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON , SHEET 6 � STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) , 2 X 4 P.T. ; STUD TO BOT PLATE: SIMPSON SP4 LINTEL ' •• 1/2„ X 8" NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WF21 KNEEWALL @ ENTRY FRONT WALL 3/4" - r o" . ' PROVIDE 2x4 ON TO o c OF 2x8 TO BLOCK OUT 2 ROWS 12d @ -' TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE m (SOLID BLOCK w/ 2x6) 2x4 STUD M�^! 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 s SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN N TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 .)p _ co IT o * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF 2 " STUDS) 12d NAILS @ 3" O.C. W _ w 0 � 00 WOOD BEAM SEE SIMPSON HUC410 OR (2) a c w TOP PLATE TRANSITION PLAN FOR SIZE v c a I xk 1:0' HUC210 R S W Q o N J J PIPE OR DUCT w/ OUBLE 12d r TO BUILT-UP COLUMN w GD z w Em u °o 0 PENETRATION THRU TOP SPLICE -,,�"N'v wa a SUPPORT COLUMN BUILT-UP MIN. 8 w ~ o TOP PLATE w/ MORE , , (3) 2x4's OR 4x4 W/ (2)-10d -8 H.� Q LL ui ,Y NAILS Cgs 8" O.C, EACH PLY = r B THAN 50% OF TOP 2 ROWS 12d , , , y @ m o PLATE WIDTH INSTALL ' '" 3 a r o Y @ 3" O.C. I' i (SHOWN AS 4 x 4) 4'� c SIMPSON PSPN516Z , , (Z) SIMPSON HETA205 �s N w .m p w w/ (12) 16d NAILS TYP. , ro a 3 N ry m e[ �� ' ' ; w/(12)-16d EA. TO WL = - a w m J TOP & BOTT. MAN , �, ALT: (2) MSTAM36 STRAPS o G 3 2 �� J a NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TYPICAL BLOCK , N a z a = o CENTERED w/ (13)-1Dd NAILS ' s e 0 o cn TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL �� TIE TO COL. .s �s o J IU TIE BEAM c £ ° SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ � Z WWW.FDSENG.COM (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2' x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED — m — o NOTE: z N PLATE LENGTHS MUST BE AT N LEAST 8'-0" LONG. TYPICAL n ¢ J � t4 3/4 - 1' o L�D04 BEAM @RAISED ENTRY MASONRY WALL WF17 TOP PLATE SPLICE DETAILN.T.S. to I 1- t/ 1 m En 4-1 2x8 SYP #2 Al - TOP & BOTTOM •� LU lJ — N M m ATTACHED W/ 1) ROW 16d 12 ' M� ( 2x6 SYP. #2 �� � m NAILS C«) 16 O.C. RIPPED ,,, s o o m co U o 1+/aBOX HEADER DETAIL c go 0) 'Ci a C4 w Q{� * CRIPPLES MAY/MAY NOT BE PRESENT. IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION DAMS HOMES (1) JACK USED AT EA. SIDE Q EACH SIDE OF 2X BLK'G. TO O.S.B. OPENING G.C. TO W/ 2 - 8d INSTALL (3) TITEN HD. EA. END 71 (2) 2 x 4 LAMINATIONS W/(I) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED l6d COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D = 0 162" L= 3-1/2") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (0 = 0.162", L= 3.1/2") OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS ICINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'4' - 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY NO. & SIZE OF HEADER SIZE RAFTER TIES &GRADE GULFBREEZE, FLORIDA 32563 EACH END SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE NOTFS, - 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) OF 4) REFER TO NDS SECTION 15.3 FOR CONNECTOR REQUIRED (3) 16d INSULATION AT EXTERIOR SEE PLAN SP4 AT SEE SCHEDULE PORT ST. LUCIE Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. * COMMON Q WOOD FRAME WALL PER FBC FOR WLL 2X CRIPPLES @ 16" a.c. WF37 I TYPICAL COLUMNS DETAILS N.T.S. 2^„ O.C. AND ENERGY FORM SUBMITTED Gt NAILS(TYP) HGT. WITH PERMIT APPLICATION W/ SIMPSON SP2 TYP. TOP AND BOTTOM 2-ROWS 12d NAILS : STAGGERED @ FOR OVERHANGS GREATER THAN • • FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" ■ PER LOCATION--, 0. lowl SB W/ 5d NAILS TO SIDE & TOP' NAILER t,'�--2x W/ (2) 16d TOENAILS 4i 3 1 EACH END TYP. 2x4 SPF CONTINUOUS 1 © ' • • • •••I :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ROUND/ SQUARE •• • BOX HEADER--/ EACH END = 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS noo IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR Z x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 Z (D c I STRAP S.Y.P. HEADER W/ O 0) 1/2" FLITCH PLATE W cn 10d NAILS @ HEADER. (U.N.O.) M 8" O/C TYP. lao v FILLING AND BLOCKING AS_j DOUBLE 2 x 4 REQUIRED FASTENED TO Z m rL CRIPPLE STUD HEADER W/(2) ROWS O w 31, 10 TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS NOTED OTHERWISE ....I LO LL co V V! Model Name / Number: 2 x 4 STUDS TYP. 1820 SIMPSON HTT4 W/ (18) CMU 16d NAILS & A 5/8" v Date: EXPANSION ANCHOR Plan Issue Wednesday, June 23, 2021 W/ 6" EMBEDMENT U.N.O. Op OR 8 1/2" AT GARAGE STEP DOWN V KA PROJECT NUMBER: 21-6351 ' * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE NOTE: FOR OVERHANGS LESS THAN 5/8°' • NO REPAIR REQ'D. I WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN G Sheet: S-3 Of: MS18 RETROFIT WALL OVERHANG DETAIL Lrs. WF39 1 TRANSOM DETAIL AT ENTRY 1/2" = V-0" FwFO91WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH1 SAME SPACING AS BOTTOM CHORD LATERAL BRACING - SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP TO BE LESS THAN (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 450 I .. I � IF > CONT. 2X 8d NAILS @ 4" O.C. MINIMUM 2"x4"" "� - 10DX'0.1131 @ 84 0 CSEA SIDE) CROSS BRACING ^ �;,, WALL AND ROOF (SEE PLAN FOR -' _ . -! SHEATHING, SEE T613 LOCATION) '� ` BLOCKING FOR SPECIFICATIONS ~ 2x4 SYP L BRACE FOR I " ` '✓ 3'-0" OE TALL. 2x4 SAPPROX. FROM R DGE I ,` �-.' 8" 2x6 SYP L BRACGABLES FOR I .' THEN 48" O.C. AFTER. NAIL w/ GABLES 6'-0" AND TALLER. 3-12d @ EACH FEND & @ ATTACH L BRACE ., � CROSSING AT 45 ANGLE. w/ (NOT REQ'D WHEN GABLE IS 12d NAILS @ 4" O.C. 4°-1" OR SHORTER) FASTEN (1) SIM ON HGA10 - CONT 2x4 SYP OR BRACE CONNECTOR FROM GABLE TRUSS F(8'-0")NNAILING RUSS BAYS ED) DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 1 I W/ 3-12d TO CHORD (MIN BLOCK PLATE NAIL GABLE TRUSS I , 1 1ST 4 BAYS) TO TOP PLATE w/ PER JOINT O - - ` 16d NAILS @ 4" O.C. 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT CONTINUOUS LATERAL BRACING- _ 2x4 SYP OR SPF BLOCKING "� 4 BAYS AT 48" O.C. MIN. NAIL OVER X-BRACE AL SHOWN BETWEEN TRUSSES @ 8 KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS X-BRACING 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d @EACH EA.MASONRY WALL TRUSS w/ 3-12d NAILSEND TRUSS WEB NAIL TOP OF "T" TO GABLE i ROOF SHEATHING, SEE TB13 FOR ATTACHMENT TRUSS w/ 2-12d AND 1 ,�`, OVER JACK TRUSSES, SEE �., ��� SIMPSON 1/2" ; PLAN. 1010dx11/2" NAILS ` -. : , TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.s. I FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" , - , , *`. ' t" SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS 2-12d I., CENTER LINE OF HIP/RIDGE, TYP. -FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE CHORD ` A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED PVERLAP TRUSS BRACING GEO1 GABLE END BRACING N.T.S. WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP VAX TRUCTURAL PACE N _ _ _ _ _ G.T. SHEATHING T::, W ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK -----OF HIPPED TRUSS W/ — SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C.01 MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) \ (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING N CO iO w $a - W � SEE PLAN r 9 " s P F• LO 00 r- o'; 8 Q m m$Uo cvti J J J € (� o ' 2X4 BLOCKING pdp p N G mN°�Z W W a o O BETWEEN TRUSSES HIP TRUSS LLi Y m �tU",O7J°� a 3 SECT_ A -A =A"_ TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TBO4 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. __ .�00 2 M O J � 'a ;- � m m of cIL ff11�Y U J `4 = iu dim W 0 J 0 yd.�S WWW.FDSENG.COM ❑ El❑ 11 — o S Z z o ,O Z N Q � TRUSS NOTES: Jj l 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 r e (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT LO call IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD HE LIMITED M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY J CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT ANY ONE TRUSS. w � EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ALL M 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ' 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. U (w BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT """ I 4. ADDITIONAL BOTTOM CHORD ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. t'n M I_ CO J SEE TYP. TRUSS BLOCKING DETAILS U �a N E Lu SHEATHING 20 E- - 00 O s' 7� 3 TO 4 TRUSS x4 AS SHOWN c Q Y =• Q TRUSS SPACES ALTERNATE DIRECTION `� N o RUS . A DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2}12 NAILS SECTION TO EA TRUSS u — - FLORIDA CONTRALTO E NO. CRCi330146 OR HCLR/LL IN PLACE OF (4) 1GD B REQUIRED @RAFTERS GREATER THAN 8'-0°NSE 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OU BLE TOP DoueLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG. TRUSS SECTION B-B VARIES w ROOF 2x STUD WALL SEE PLAN SEE STRUCTURAL NOTES AND SLOPE PORT ST. LUCIE / NAILING SCHEDULE FOR (4) 12d NAILS CONY. FRAMED RIDGE \ \ / / SHEATHING DETAILS EA. END ♦ Job Information: MAY BE NAILED w/ MIN, VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING SPF 48" O.C. W/ (4) 12d TRUSSES / t SS NTO PRE E G. TRUSS EXT 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \BETWEEN \ @ 48" O.C. MAX., SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ \ B \ 2x4 SPF BRACE / \ @ 48" O.C. - NAIL w/(4) 2X4 SPF BLOCKING COLLAR TIE \ \ 12d AT EACH END & \ @ 48" O.C. MAX.w/ ' 2X4 BRACE® 4'-0" EVERY 3rd ----_______RAFTER \ ALTERNATE DIRECTION (3) 12d END NAILS ON CENTER,' SHEATHING \ \ EACH END 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) \ �' TRUSSES W/ (2) 12d NAILS @ EACH END, CONT. EACH BAY B TB 2x4 SPF W/ (2) #7X31/2" / / TRUSSES i i , , O DB WOOD SCREW EACH TRUSS ALTERNATING OR H5 @ 48" O.C. / / SEE PLAN / / w +; m N (n BLOCKING PRE-ENG. TRUSS \ / / U li CONT. ROOF SHEATHING AT TRUSS TOP \ / / 7 . . ■ ■ - ' J Q_? STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / , L ■� V m M H a - SEE PLAN FOR CONNECTION — SIMPSON A34 OR \ \ / / TRUSSES , ,' s J W O B \ \ / / ' , ' LO LL O CO V ) 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD - 2x8 i{2 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS @ 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING ' V / ♦ Model Name/ Number; AT 8%0" EACH END MAX TRUSS 2x6 RAFTERS @ 2'-O"O.C. \ A/ BETWEEN TRUSSES V '• ' MAX. w (3) 12d COMMON / Y @ 24" O.C. MAX.w/ • TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN 3 12d EA. END / . • .\ O (TYP') 82 1820 (SEE PLANS FOR TYPE) CONC. MASONRY 4 FT @ 2'-0" O.G. MAX w / (3) 1oD COMMON TOE NAILS TO RIDGE BEAM SEE PLAN SIMPSON HGMAIC ♦ Plan Issue Date: 2X4 CONT. AT STEEL OR WOOD T 1/2" GAP @ 4'-0" O.C. MAX. T & B CHORD BEARING SUPPORT Wednesday, June 23, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ,EXTERIOR INTERIOR ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 21-6351 2x4 S.Y.P. @ 16" O.C. 8" C.M.U. SEE PLAN FOR REINF. Sheet: S=4 Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.s. --T TB14 NON -BEARING EXTERIOR CMU WALL N.T.S. ROOF FRAMING AND BRACING DETAILS MEEMER ������ THERMA-TRIG 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. PredriIling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. a N. 91 F.' r—R SPA( EVEP M 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES ;., SPA EVE N. SINGLE DOOR W SIDELITE ,e 6' SPACE EVENLY 5" G SINGLE DOOR W/ SIDELITES J J I R 6' DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O 1 m TOP OF SLAB 00 Z I all alh f - it - Ir o a L( of ° 16" MIN. DIAMETER -I z °� CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL, N.T.S. 5n SPACE EVENLY e... ................. Rv� • SEALANT LI� NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. � OecK �� • %� ° Noo{Oa°µ 00,00, op", in Line valley by centering ,00aoa�aa�gyem ` " 36"wide ertainTeedWin aterproofirgS�ngle rGDarji dry arySSPd° 0 nderlayment r cuivalent dir S�j d' to \ V�rjaA E k Ocoee se ose 54 G At 00 3td Co 0oo08 end Oo js 1 r o not nail within 6" of valley centerline Rake ` MetalDrip Embed each shingle Edge in a 2" wide strip of aspftalT ra Cement 22' Zg" 5• ' gg ' 28 ✓ Cut 2" NI diagonal)yy off upper Save 7" orner oft immed' pieces to use in 5thCourse 1" � r end the shingles over the rake and eaves about 1/2" if driP edge is Out g back hr files 2' if neo drip edge r abouts used. valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY PAINTED BEHIND FLASHING FERED, , WALL FINISH AND EXTENDING A LOCATIONS) MINIMUM OF 6" ABOVE G" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALLHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF SHINGLES v' 6" X 6" H GALV. _ FLASHING CONT. m FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET f KN EEWALL 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 INSTALLATION OF WINDOW ATTACHMENT N,T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT — BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS °. 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU All IN THE W'DOW FRAME INTO MASONRY ° \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF 1rAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2" MIN. EMBEbAtENT 2X WOOD FRAME -09 WOOD SCREW BY OTHERS SHEATHING >r BY OTHERS CAULK BETWEEN FIN &SHEATHMG EXTERIOR 3/4" MIN, EDGE FINISH DISTANCE Y OTHERS PERIMETER 1/4" MAX" CAULK SHIM SPACE BY OTHERS O.A. WINDOW HEIGHT EXME INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R905.2.6.5 DRIP EDGE. PROVIDE DRIP EUGE AT EAVES AND GABLES OF SHINGLE ROCr$. OVERLAP TO BE A MIN'TMUM OF31" (76crr). EAVE DRIP EDGES SHALL EXPEND %in BELOW SHEATHING AND EXPEND BACK ON THE RDOF A MINIMLM OF 2in, DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDFR THE GNDERLAY�MFNT. IF INSTALLED' OVER THE UNDERLAYMENT, THERE SHALL RE A MINIMUM Ain WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP LOGE FLANGE. URI' LOGE SHALL BE MECHANICALLY rASTENED A MAXINUM OI121n ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 iS 110 MPH (177 KM/H) On GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MECHANICALLY FASTFNFD A MAXIMUM OF4INCHFS ON CENTER MaAmum Fastener Spacing (Jambs, Head and Sill) 8'. 4" i FSaew-s Mounting f I ....- &teriar I Fixed VIEW wir7LiaN of fin ( � I Wall Framing: #2 Spruce/Pine/Fir Or Bader � ,, � SillCane xJo %J-tJz" Screw Minimum Penetration Glazing Bead Cross Section View Mnlmum r ` Silicone Eo4ericr Sheathing Wore: we srrongry recommeno me use ornasnrng ana/ornasnmg rapes ana sru pans as states rn Asnn Fz11a-uJ. rroweW, sue ra varyetlon In Codes and bu/lding types, Jt Is kR up to the end user to determine the proper Installation ofthese !tams. .._o.r"iZ � �Insra qnu d to tsi314+wa r P»Veouar io; rt1n.�:.tPlease r�gtldtic a.tlusn ol,tirr aa,_xsr,,}v6wardam iy,, vm:;:�� 1+sT,,PIatr. Step I Measure to be sure the opening is 3!B" ko 1!2" larger than the window size both vertically and horizontally. ' You may wish to pre -drill the installation holes in the fin at this time. Ik's the ntyred hales In Uemaun 17n, aLha s are not rrecessadll sad Step 2 Apply a generous bead of silicone to the backside of the mounting fin. Use enough silicone to sufrtdently fill all voids between the fin and the watt sheathing. Step 3 Insert the window into the opening from the outside, The window is labeled "inside" and "outside", but fi these labels have been removed, the gWing heart should always be 4D the Inside of the building. Step 4 Install shirr under the sill, adjusting them until the unit Is plumb In the opening. Shims should be Installed under tStep he sill eveuy 2 feet. The window should be basically centered in the In with no more than 1/4" gap between the window and wall framing. 5 Irstak a #10 x 1-1j2" screw 4" from the comer of the fin at each end of the head, silt and both jambs, Step 6 Install the remaining fasteners in 8" increments from the comer screws to the center of each Warne member. Use care not to over - tighten the screws and pull them through the fin.. Also, make sure the screws go in straight and do not pose the frame to bow. Wall framing should be a minimum of #2 SprtltejPirte/Fr. Fasteners should be #10 screws of sufficient ten th to achieve I.3)6" enetraitan into the wok and no less than 112" from edge of namirt . Fastener quasttities needed in each side of frame to achieve B" Length oFFtame Member 10" IB' 26" 34" 42' 50" 58" tS6" 74" 82» ts'0" 48" Number of Fasteners 2 3 4 5 tj 7 $ 9 10 11 12 13 Sep 7 Remove excess silicone "squeeze our from around the fin and in for holy or voids. Use silicone to fill an wads. Step B If desired, a foam insulation can be applied to the interior gap between the w dow and wall naming. If applied, this must be the Step g Since these windows are typically used in rooms with high moisture, le; bathrooms, it is recommended that the interior gap between the window and welt naming also be sealed with silicone and tooted Sa as not to interfere With the installation of wallboard, file or trim. Step 10 Once all construction Is complete, remove the bubble wrap from the Inside and outside of the window. If necessary, dean the blocks with a mild deter nk and warm water using a soft loth. 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: to v a N cD LC) ,5 10� 00 In 00 ti ��w�� (�o am I ri LJL L'rL o w'v mTa Nr'�O tiZ �L•" W-�Nw a g�.2y �u)ro�.s G. - _ ai� `�'LL '-'H W Y � y'L N yW ,� o�° a W 3 W O C�=ym W`a � y,� ILL _j 0 � W mm a cn o .1 gem -2a — 1h Product Design Manufacture Model # Attachment Approval # N y o� 3`_rn3 Pressures Method 1 � N WWW.FDSFNG.CDM ❑ ❑ ❑ a Roofing: 61 0 1st Choice DADE APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z o 0 ROOFING VENTS: DADE Florida Metal COUNTY APP. Products, Inc. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDI� PRODUCTS LLC Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 2nd Choice +30.0j-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-C FIBERGLASS Di +67.0/-67.0 THERMA TRU-C C Uj 712328.R9(D V) 0� NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. z N �o W/ 3/8" MIN PENETRATION THRU SHEATHING Q a� ti FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 "Off- ridge vent" 1" FROM EDGE AND 4" O.C. TYPICAL MAX. U') � m rAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND B0 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH � m vita R905.1.1 O w t,0 � _jm V —N ggW7 2"x6" P.T. WOOD JAMB WITH FL16546.8 � � � 53w5 (5)1/2" DIA, x 8" "J" BOLTS ai — '5 oo LITE SERIES 6 8 x 7 FL15279.84 U� o� C W�s Q N O ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 TAPCONS MIN. 4" FROM TOP &BOTTOM OF INTERSECTIONS FL20461.12 SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 _DAMS HOMES FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM ALL ONE TOP &BOTTOM OF INTERSECTIONS AND MIN 16" 0 C------- - 1.2 2nd hOICe PLAST PRO T SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FL15215.2 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 Sidelights PLAT PRO RU FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 1st Choice MI WINDOWS &DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: rSERIES 440SGD PORT ST. LUCIE n Mt WINDOWS &DOORS Alum. reinforced FL15332.12 V Job Information: Windows: +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Single Hung (fin) ANCHOR WITH MIN. 1 k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI WINDOWS Single Hung (fin) NUW000 SUBSTRATE ACHIEVE 11/2" INCH MINIMUM EMBEDMENT FL17676.2 MI WINDOWS 3500 SERIES Single F1_17894.4 Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/a M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR +50.0/-50.0 MI WINDOWS MI 3540 FL18644 R-6 WITH MIN. 11k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED WJ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/$" MIN. EMBED. INTO WOOD BUCK. Soffit: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R5 1st Choice of length Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -145 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS Storm Panels I have reviewed the above components of cladding and have approved tr'leir 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: to FL16293 R3 0 z W m O�� a JW� � �o J m � � Model Name /Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 216351 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) v a N cD LC) ,5 10� 00 In 00 ti ��w�� (�o am I ri LJL L'rL o w'v mTa Nr'�O tiZ �L•" W-�Nw a g�.2y �u)ro�.s G. - _ ai� `�'LL '-'H W Y � y'L N yW ,� o�° a W 3 W O C�=ym W`a � y,� ILL _j 0 � W mm a cn o .1 gem -2a — 1h Product Design Manufacture Model # Attachment Approval # N y o� 3`_rn3 Pressures Method 1 � N WWW.FDSFNG.CDM ❑ ❑ ❑ a Roofing: 61 0 1st Choice DADE APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z o 0 ROOFING VENTS: DADE Florida Metal COUNTY APP. Products, Inc. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDI� PRODUCTS LLC Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 2nd Choice +30.0j-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-C FIBERGLASS Di +67.0/-67.0 THERMA TRU-C C Uj 712328.R9(D V) 0� NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. z N �o W/ 3/8" MIN PENETRATION THRU SHEATHING Q a� ti FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 "Off- ridge vent" 1" FROM EDGE AND 4" O.C. TYPICAL MAX. U') � m rAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND B0 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH � m vita R905.1.1 O w t,0 � _jm V —N ggW7 2"x6" P.T. WOOD JAMB WITH FL16546.8 � � � 53w5 (5)1/2" DIA, x 8" "J" BOLTS ai — '5 oo LITE SERIES 6 8 x 7 FL15279.84 U� o� C W�s Q N O ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 TAPCONS MIN. 4" FROM TOP &BOTTOM OF INTERSECTIONS FL20461.12 SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 _DAMS HOMES FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM ALL ONE TOP &BOTTOM OF INTERSECTIONS AND MIN 16" 0 C------- - 1.2 2nd hOICe PLAST PRO T SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FL15215.2 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 Sidelights PLAT PRO RU FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 1st Choice MI WINDOWS &DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: rSERIES 440SGD PORT ST. LUCIE n Mt WINDOWS &DOORS Alum. reinforced FL15332.12 V Job Information: Windows: +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Single Hung (fin) ANCHOR WITH MIN. 1 k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI WINDOWS Single Hung (fin) NUW000 SUBSTRATE ACHIEVE 11/2" INCH MINIMUM EMBEDMENT FL17676.2 MI WINDOWS 3500 SERIES Single F1_17894.4 Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/a M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR +50.0/-50.0 MI WINDOWS MI 3540 FL18644 R-6 WITH MIN. 11k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED WJ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/$" MIN. EMBED. INTO WOOD BUCK. Soffit: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R5 1st Choice of length Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -145 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS Storm Panels I have reviewed the above components of cladding and have approved tr'leir 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: to FL16293 R3 0 z W m O�� a JW� � �o J m � � Model Name /Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 216351 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) ROOFING VENTS: DADE Florida Metal COUNTY APP. Products, Inc. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDI� PRODUCTS LLC Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 2nd Choice +30.0j-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-C FIBERGLASS Di +67.0/-67.0 THERMA TRU-C C Uj 712328.R9(D V) 0� NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. z N �o W/ 3/8" MIN PENETRATION THRU SHEATHING Q a� ti FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 "Off- ridge vent" 1" FROM EDGE AND 4" O.C. TYPICAL MAX. U') � m rAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND B0 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH � m vita R905.1.1 O w t,0 � _jm V —N ggW7 2"x6" P.T. WOOD JAMB WITH FL16546.8 � � � 53w5 (5)1/2" DIA, x 8" "J" BOLTS ai — '5 oo LITE SERIES 6 8 x 7 FL15279.84 U� o� C W�s Q N O ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 TAPCONS MIN. 4" FROM TOP &BOTTOM OF INTERSECTIONS FL20461.12 SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 _DAMS HOMES FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM ALL ONE TOP &BOTTOM OF INTERSECTIONS AND MIN 16" 0 C------- - 1.2 2nd hOICe PLAST PRO T SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FL15215.2 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 Sidelights PLAT PRO RU FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 1st Choice MI WINDOWS &DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: rSERIES 440SGD PORT ST. LUCIE n Mt WINDOWS &DOORS Alum. reinforced FL15332.12 V Job Information: Windows: +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Single Hung (fin) ANCHOR WITH MIN. 1 k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI WINDOWS Single Hung (fin) NUW000 SUBSTRATE ACHIEVE 11/2" INCH MINIMUM EMBEDMENT FL17676.2 MI WINDOWS 3500 SERIES Single F1_17894.4 Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/a M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR +50.0/-50.0 MI WINDOWS MI 3540 FL18644 R-6 WITH MIN. 11k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED WJ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/$" MIN. EMBED. INTO WOOD BUCK. Soffit: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R5 1st Choice of length Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -145 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS Storm Panels I have reviewed the above components of cladding and have approved tr'leir 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: to FL16293 R3 0 z W m O�� a JW� � �o J m � � Model Name /Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 216351 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) 2nd hOICe PLAST PRO T SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FL15215.2 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 Sidelights PLAT PRO RU FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 1st Choice MI WINDOWS &DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: rSERIES 440SGD PORT ST. LUCIE n Mt WINDOWS &DOORS Alum. reinforced FL15332.12 V Job Information: Windows: +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Single Hung (fin) ANCHOR WITH MIN. 1 k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI WINDOWS Single Hung (fin) NUW000 SUBSTRATE ACHIEVE 11/2" INCH MINIMUM EMBEDMENT FL17676.2 MI WINDOWS 3500 SERIES Single F1_17894.4 Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/a M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR +50.0/-50.0 MI WINDOWS MI 3540 FL18644 R-6 WITH MIN. 11k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED WJ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/$" MIN. EMBED. INTO WOOD BUCK. Soffit: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R5 1st Choice of length Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -145 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS Storm Panels I have reviewed the above components of cladding and have approved tr'leir 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: to FL16293 R3 0 z W m O�� a JW� � �o J m � � Model Name /Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 216351 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Single Hung (fin) ANCHOR WITH MIN. 1 k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI WINDOWS Single Hung (fin) NUW000 SUBSTRATE ACHIEVE 11/2" INCH MINIMUM EMBEDMENT FL17676.2 MI WINDOWS 3500 SERIES Single F1_17894.4 Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/a M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR +50.0/-50.0 MI WINDOWS MI 3540 FL18644 R-6 WITH MIN. 11k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED WJ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/$" MIN. EMBED. INTO WOOD BUCK. Soffit: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R5 1st Choice of length Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -145 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS Storm Panels I have reviewed the above components of cladding and have approved tr'leir use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: to FL16293 R3 0 z W m O�� a JW� � �o J m � � Model Name /Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 216351 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/a M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR +50.0/-50.0 MI WINDOWS MI 3540 FL18644 R-6 WITH MIN. 11k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED WJ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/$" MIN. EMBED. INTO WOOD BUCK. Soffit: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R5 1st Choice of length Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -145 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS Storm Panels I have reviewed the above components of cladding and have approved tr'leir 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: to FL16293 R3 0 z W m O�� a JW� � �o J m � � Model Name /Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 216351 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS TF SELF -ADHERED FLASHING WEATHER P/_RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BAFIRIER & TEMPORARILY SECURE .1 I EXTERIOR SHEATHING WOOD FRAME CONSTR. - SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY6IN. \WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR FLASHING WIRE LATH HEAD FLASHING TIE-IN INSTRure weather 1, Cut, fold up &temporarily secure weather RIM JOIST resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING resistive barrier PAPER 3. Fold weather resistive barrier back over head flashing and seal with tape 2 (1 ) Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING V�/P01 SELF -ADHERED FLASHING WP02 WP03 FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A Y Y CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL (SEE DETAIL WP01) OR EQUAL WEATHER PROOF CAULKING I LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER SELF -ADHERED FLASHING, �`o (BEFORE FOLDING, SCORE FLASHING EXTENVERTICAL MINIMOUNM 6" RELEASE SSHHOWN)SE SELF -ADHERED BOTTOM OF THRESHOLD a 3 O MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH " SECTION -A (SEE DETAIL WP02) ^ I r SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \H0.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST 0 WP07 ERIOR 1T. FIN. .DING PAPER PE n : 12.0 in cm : 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING JDOW UNIT SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHERI L SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL SELF -ADHERED FLASHING PATCH )HERED FLASHING WINDOW UNIT SLOPE 0.3in: 12.0in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. SELF -ADHERED FLASHING INSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 2 5 4 6 7 FLASHING REQUIREMENTS 11703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. PRODUCTS DETAILS asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 for Tye Water -resistive barrier. One layer is No.ive barrier asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individuals 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 water -resistive barrier is directed between the layers. numbered items In the list of instructions below: Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or 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 R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's Scoring Cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM=81, Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in 6. Fold as shown b arrows y exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1.Exterlor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. S. Where exterior porches, decks or stairs attach to a wall Or floor assembly of wood -frame construction. S. At wall and roof intersections. 7. At built -In gutters. Cement Plaster in accordance with ASTMC926 over wood 2nd floor '7i4„ OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE -- 7/8" Cement Plaster in accordance with ASTMC926 �- Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. \ sheathing Keep top edge of weep screed 2" below top of block Vulcum cauk bottom joint only �- Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed �--1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all .� butt joints need to becaulked using V Ic sulk for all 1 /2" Cement Plaster Finish 2 1 /2" Perforated Flange 1 /2" Weep cr Install bottom edge of weep screed 1" below finish floor $ `J N t11 ' 7' �7' Cs fe `n..;ti;� ••` ' w� S t:1 1iifllO a� (0 .a N O m�dn_ to d' O = ate 111 ci 00 I to r ; P ME 9vc9°) � mro In W m■mom■ * o brn li 12 IJi my PZ a. om � 9Nr = ,q>moo Wk LU a.w■m'o �GCr� .ate o\o - ti e-I d LU . O io t o �j 41 � u.! ir .c .gym i .. I; gg 'fin,... `�° } 0 m J J T y N Ci � Q Q Q a L) O O L Z V df L Q Z U S N >'y WWW.FDSENG.COM O � Z - o 0 0 z o 0 IN 10 Z CV (D J � � V) U J (DIM LL `I'•'J W o I aW tea c to ~ J m U -N E LU _J-_ 0 U 0 2 p . N U `n 011 _ � '+ 0-1LO:S� Q N O G0A'. M �iIW IR A RA C 6J A RX 1W IL" FLORIDA CONTRACTORS LICENSE NO. CR01330146 3000 CULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IVIPORT ST. LUCIE Job Information: 0 Z o 0 u7 W m Cn m > o Z) 1-■ �< 0 mCL 0 J W o Model Name / Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6351 Sheet: Of; W P WATER PROOF DETAILS irX-) n Air- 1E&k vPk FPe110 noel 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 PAN &:, L-� � Aa CLEVATM I4 AREA CALCU LATIO 1*1 KOM ZM 13.K U_ . IT CA. k '3 .W&N A. 0 _o o � cc CZ �o os o v 0 A