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TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CAST IN PLACE CONCRETE CODE CRITERIA SHT N0: TITLE LNG 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" BAR PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N,O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: A615M 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 - 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT P 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION 1• CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014 WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED METAL OR OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF TRUSSES* ROOF RAFTERS LL/360 LL/180 TL/240 TL/120 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11,/_2" LONG, 11 GAGE NAILS HAVING A 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 7/16" HEAD OR 7/8" LONG, 16 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 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 AND HORIZONTALLY (REF. 2017 FRC R703.7.11. 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 R703.78. PLASTER. PLASTERING CEMENT PLASTER SHALL BE NOT LESS THAN THREE GOATS WHEN APPLIED OVER PLASTERING W/ WIRE METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" * * TL MAX 1/2' -GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER BARRIER. WOOD -BASED SHEATHING, SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BA RR THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD OL 7 7 15 25 IN ACCORDANCE WITH R7 .2. 03 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION L BOTTOM CHORD L* BOTTOM CHORD LL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, BOTTOM CHORD LL (OPT) ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WINDOW/DOOR OPENINGS. INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, * ATTICS W/ NO STORAGE (NON -CONCURRENT) 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL ()R FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1,7E Fb=2400 PSI MIN. PLAN NOTE FOR ADDITIONAL ROOF, WALL HEAR WALL AND FLOOR HEAT 9 SEE 0 0 0 00 , , S 00 SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. 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. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/ OA8 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 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 O (+) 27.6 (+} 27.6 10 f) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 O (� s 50 (+) 24.8 (+) 24.8 O '� a (-) 27.1 (-) 31.1 0 0 (+) 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 (+j 23.3 O 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 N RECEIVED S-1 LINTEL PLAN a MAY o ,zo S-2 DETAILS S-3 DETAILS N Permitting Department St. LUC1e County S-4 DETAILS 0 S-5 PRODUCT INFO SHEET u� WP WATERPROOFING DETAILS .E M-1 H VAC 0 E m I= LIU 0 ` p 0. ,. N 0 6} s J 1 J �y '• t'J W N - rs 0 a U C1 a c C m E IQ NNW ��g W 00 Lu L0 go V N LL LL 01 LL -5 �r'QO�ti J J J Nr O O m ti / 7 Z W PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL o cPs� SEE FLOOR PLAN FOR ACTUAL PFi :2SSURES a � s N Q � m r W BOTTOM CHORD DL 5 (PSF) ° L t 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER 2 _ a w w STRUCTURAL PLAN H Q a � �+ = 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING S m� 2 2 �N ° 0 O� W m��° O O GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. - H m LLl c S �- � '. r$ 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: o 1 g - r m g a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 0 MH N a 8 N4. 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) 9 a p 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) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. f° H1 WWW.FDSENG.COM ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES READING ROOMS 60 (PSF) n 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. In mo SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) Z co AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) N f N � S 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) z10 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUST; HANGERS. SLEEPING ROOM 30 (PSF) -5 FLSTAIRS 40 (PSF) 3 d UPLIFT CONNECTORS FOOT NOTES.! J zCL 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 l/1 C9 Q TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A �' w MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. 0 ;_ U - ai vo FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: o Ln cFa Ln 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 Desi U N E finer/Engineer listed in the titleblock of these LU o o a1 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 '- � 4 i 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 V o 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 N Ui �I10 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 o C review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not a PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations nD DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE. undetected and not o e Designer / Engineer prior to 1"-F 3. FOR MORTAR JOINTS LESS THAN 1/4',PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. reported tthe DiEiDAMS HOMES KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the TO FOOTING). 1 1 CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) /4"x 2 /" TITENS TO information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7y10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS 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 m 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. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHEfi Assurance Manager at 321.972.0491 immediately. No backcharges PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer 3000 GULFBREEZE PARKWAY 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. without advanced notification and approval by the GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made in accordance to the a terms of the agreement. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. z PORT ST. LUCI E 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 SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. NV1 Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 2 n MASTER REVISIONS o �"' ti 1100 c(o DATE DESCRIPTION 0 Y 1, 2A z0) M L0 H W i 0 CI' Of Northwest Floridan E > 0 o N cB 4) m rI 3 L FLORIDA CONTRACTORS LICENSE NO. CBC043518 Z v 00 0 o _5 LIJ Z) 0 M c) cnLo U LFB R E EZE L� m ,1 Model Name /Number: *5 ((�I� IIfL17)1 Ilr�d/�n1\lllfuvJ A t� UBRD EEZE, FLORMA 0"�500 6,Dry /COT 1720 V Plan Issue Date: U, Monday, April 20, 2020 a� KA PROJECT NUMBER: 1 20 0 9 20-1407 T MODEL 7 rn Sheet: Of: R np U COVER SHEET 48'-0" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSUREB 10'-0" 15'-6" 20'-6" 2'-0" g, g , 01 - ,. C6 TYP. - - - - - - - - - - - - - - - - - - - - BM3 BM3 COVERED PATIO BM5 20'-0" X 10'-0" BM5 O o rn o 10'-4" 5'-0" 7'-4" VERIFY LOCATION OF A/C W/ BUILDER 101 O O A O DBL 25 SH 25 SH 25 SH _ 2868 EGRESS ° HOSE BIBB 22'-10" MASTER BEDROOM LIVING VAULT CEILING VAULT CEILING - - -- ------------ - G.T.- --- - - -- ---- --- 09 q i0 I � I H I , Iv I I I Z N SLOPE a i9 _SLOPE u' tOv 3:12 3:12 Cr I Cl) DINING - to °' 10' CEILING N u I I 00 7'-2" $' 0" 5'_0" 3,-6„ m ' I I 36" FLAT BAR 2668 TOP ON 34'/2" R/S WALL I , ---+------------------ 3 a------------ I'. V) - J Cr o0 WIC I , I Y OVAULT CEILING ITC N P-01 ' '0 VAULT CE LING MASTER _ HANsoN Box o z� DRYER VENT PROVIDE PLAT ORM Y -, BATH `16- 36" ,OFF THRU ROOF FOR AIR HAND ER - W m 8 I MAX LGT 35' VERIFY SIZE VAULT CEILING ; ; MANIJF. ya,� ; m RANGE/HOOD. Wa O F-9O(14 � X6AL. roA68 IREF. w .i - 5' 10„ n,-0.,Ir15' 8 I 3'-6" 4' 0" <vI- - - - - -- II W II I ETURN `L_ _J J _ _ _ HVAC AIR 00 00 NICHE 2668 � 2668 AT 42"CP S01 F.F. S 2 m 3X5 m UTIL Co F.G. o N _SLOPE LLJ SHWR (5) SH' 10'-0" CEILING ALL 3:12 -, !� 10'-0" CEILING BEDROOM 2 NOTE: BUILDER TO PROVIDE A Lo (WD.HAPPLIANCE PROTECTION IF 00 VAULT GEILiNG REQUIRED BY MUNICIPALITY. w SEE SHEET 4 FOR DETAILS N 29'-4" 7'-2" 11'-6" 00 I 2x12 WALL01 WS01 Q S2 -----------I 2668 ATTIC ACCESS LOCATE IN FIELD ' N FOYER ------- ----------- 0 22" X 36" MIN R/S N I 10'-0" CEILING 2668 q � I N oN 0p 1 I ; O to CN 1)pc. FIBER J 3 CAR GARAGE �o WF39 M LASS TUB UNIT 8' CEILING S-3 I I ' I I 2'-2" 5'-10" --------------- ---- I T I H1 BA 2 3068 00 ifl VAULT CLG N O GRESS I " in m F / 12" S-L- & TRANS ABOVE 0 (PER ELV.) I , I I o 0 MS 03 WF43WALL °o S 1 R S S12 3,_0"------- n---/------- HOSE S2 O ; S12 CENTER OPENING cv BIBB S 2 O 2668 ON WALL 668 %8 X 7 OVERHEAD DOOR CQV, D `co ---------------- 16X7-OVERHEAD DOOR lr V cDo4 ENTRY S 3 00-19'-9"GsLG- - G.T. - - - - - - -IF o N 2'-0" 6'-0" lo ao MI PI re------------------ 0 - -- G.T.- - - - BEDROOM 3 8'-0"CLG. CD21 CD04 I.p S-2 S-3 O EGRESS Sit lk N I I I I Oil 0 j, 1017T?� DBL 25 5H ` L4- 8'-0" 2'-0' 16'_D" '_o" 6'_0" 6-13" FLOOR P LA N 19'-0" 7'-0" 12'-0" SCALE: 1/4" = 1'-0" 48'-0" ELEVATION B ^/ +27.6 / 29.9 ( g ) +27.6 / -37.0 C� ) +26.5 / -28.8 �� +26.5 / -34.4 ® +24.8 / -27.1 O +24.8 / -31.1 NOT+24.3 / -27.5 ( M ) +23.3 / -26.0 E: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND C FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. 2. 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- 3. R302.6 The garage shall be separated from the residence and it's attic 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. 4. R312.2.1 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannot pass. 5. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. Laundry Note: (Unless noted otherwise) Provide dryer vent: thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box @ 36" aff 1 9. Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be ' attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C• field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be j attaches to OSB per manufacturer specifications AREA CALCULATIONS 1st FLOOR 1720 S.F. TOTAL LIVING (AC) 1720 S.F. GARAGE 610 S.F. COVERED ENTRY (BASE) 67 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2597 S.F. N i = C O N N N m rnm QO L N 2��� F- �OQ.-t 0° 00 ' m m c MN70 j pN� O Z -Z N p Ld t� �L O-. lO N 1A gy. a �LLv mN ll a IJ-I W tod `o i9Q� � O. a w� s o o a.� ..... 2�Qa `o Z O 3 z wcc=S Q. �cr d Wg°gym O O O pp W. �a '� a '• w 5 WE Q 2 !�,-.T m m ¢ ¢ a a o � � 7 Z W O V °'"8 't YLCG,g ..._ W J 9-2. v VAMMSENG.Com ❑ ❑ El' I � O z � � � m z Q � N J I tl V / Z $ f1 U' ¢ vJ .� LLJ E - � CD 0 w o uoa tfi c in tJl F- o M ~ �C3 Q U ENE w Op 0 � 00 - 00 ai = o m Ew r 0 (n O °'if) It FLORIDA CONTRACTORS LICENSE NO. CRC1330141 3000 GULFBREEZE PARKWAY GULFBREEZE- FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI ICI Job Information: ry 0 Ln U7 Bq ., .' N c c1'7 M iz LJ D y C �L Model Name / Number: 1720 Plan Issue Date: Monday, April 20, 2020 KA PROJECT NUMBER: 48'-0" GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL joINTS TO BE LAPPED MIN. 6" AND SEALED, 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERM ESH/FIBERMIX ADDE[) TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-l14 FOR FIBERMIX, OVER 6 Mll VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) 45 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION, 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. � bs F1.0 1'-0" X CONT. 11-0.. 2 #5 E.W. SOT, 2000 F2.0 2'-0" X 2'-0" 11-0.. 3 #5 E.W. SOT. 7200 F2.5 2' 8" X 2'8" 1'-0" 3 #5 E.W. BOT. 11000 F3. 33'-0" X 3'-0" V.W 4 #5 E.W. SOT. 15600 F3.5 3'-6" X 3'-6" 4'-0" X 4'-0" 1'-0" 1'-0" 4 #5 E.W. SOT. 5 #5 E.W. SOT. 2150D F4.0 28000 P4.5 4'-6" X 4'-6" 5'-0" X 5'-0" 1'-0" 1' 4" 5 #5 E.W. SOT. 6 #5 E.W. SOT. 345DO F5.0 42500 F6.0 6'-0" X 6' -0" 1'A" 7 #5 E.W. SOT. 61500 LEGEND INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/PLUMBING PLUMBING RISER N .T.S. IN. OP N M A 0 n I i� v co M 4 i» 10'-01, 15'-6" 20'-6" 2'-0" � i ♦K�� sn- ♦��.al�ka --F - PATIO FM03 I U , I � , I ( , , 1 4' 4" 7'-0" 6'-4" 4'-0" '-4" 3'-8" 1 3'-6" 3'-10" I 4'-0" 1 , VERIFY LOCATION OF A/C W/ BUILDER _-- STEP DOWN 4" a , ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ "--- ------------------------------------------------------------------------------------ --------- -----" 1 1 1 1 1 I FM01 FM01 I 3 3 I 1 I I 1 F2.5 F2.5 , 1 O , 0 ' rl 1 I 1 , I ■ , 1 1 ' 1 I ' , I S01 1 i ' S-2 ry , ■ ' ' y � 1 1 I � n 1— —i -i s•' PROVIDE CHASE ------ -------� III I 10 1 LAV 10 11 `dl1 FOR HVACUNIT ------%3 -------+ DW. III I I U 1— —� J ■ ISLAND' DBL SINK r � r � M DRYER VENT ; _ ----- _ _ _ _ _ ; W/ DI OSAL "iI THRU ROOF 10, LAV 101 II MAX LGT 35' PROVIDE ELECTRICAL & PLUMBING L ' �L JJ SERVICE THRU SLAB @ ISLAND o ■ HANSON BOX LOCATION ■ i� M " @ 36AFF (REFER TO FLOOR) - i � r I X6 WALL F REF. ----- ---- I I ■ I 3'-2" I W I ( D I L_ J I I = _J I I I L J_ _ __ ------- �____ _ ________!__■ ----------- ---------;- ' 7'-0" 3'-0" 1� L — J I I � L r— J � 111-91, I r 3 X 5 , I FM12 5'-101, II F.G. II 3 "-SHWR-II _ ------------------- 1 c ` ----------------------- ' H. ' I a w I I � 1 = m , 1 I U Q , Lz w FM12 , , 3 , 1 1 , , , ■ I 1 1 I 1 1 , O r` ■ <J 1 1� 1 ; ■ ' FMO2 c3 I I I 1 I FIBER � I II� ) C.J. 10 (1)pc. I GLASS UNIT; I - — - — - — ----T--------- --------- I TUB I 29'-4" O N I I I ' 1 ■ 1 1 �- , •---------------- --" 3'8" 2'2" ■ I ■ io �; TEP DOWN 4" L V— , ,` ■ 1 , FMO2 I I - �t 3 o� � W/C �- --i- = cam in' - - -L - - - - -------�X6 WALL ---- -- FM09 ' 3 F2.5 I 09 ; 00 (O n~— ; ; ' (2) #5 BARS I (2) #5 BARS �-------- ------------- W/IN EA. F.C. 3 W/IN EA. F.C. ■ 1 - i I 16" SQ. CMU COL. I. ; ■ ' ■ (2) #5 VERT. GROUTEDW/ N 2' 0"' 6' 0" 12' 0" ' SOLID 10'-0" 48'-0" F2.5 1 c NI M I 110 ■ I I I � 1 1 ■ 1 1 I I I I 0 00' FM01 T33 in; , I 1 I 1 '-0" 2'-4" 7'-4" OF 7'-0" 12'-0" HOSE BIBB AN 0 T O O i» �P q 4 in FOUNDATION PLAN SCALt,: 1/4" = 1'-0" ELEVATION B r.� I f. t ... ''_ 0 N N r`. r N CL c* i O c c uci cg ILI CU N ti m m a Ic) go a � 5Mp a ,m �,� a. .� a Z z O ccb /pe WNe, -2 g 04 0 le I. M I 0 pOp O a EryQ W.�" IL m Q a 5 cl U) _ a m. S -6 z III U O § ;'N WWW.FDSENG.CON r- o (tir,A�,/j Z fNrJ O z � z a 0 J � Y Y a 0 LU y 0 — o O wca U Lo E w O 0, c LO Q CD w t�XDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CPC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O z LO w °¢'t i O Ct fYi m rl C z Se CL O J Gi _I OO U) Z) U) O 00 Model Name / Number: 1720 Plan Issue Date: Monday, April 20, 2020 KA PROJECT NUMBER: 20-1407 Sheet: 3 Of: FOUNDATION PLAN BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(plf) BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6)-10d SP1 W/ (6}10d SPF 402 STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, (4) 10d PATE BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (6)-10d 16" STUD, (6) 10d PLATE STUD, 4 10d PATE SYP 439 BW6 16" (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 878 STUD, 6 10d PLATE STUD, (4) 10d PATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6}10d SP1 W/ (6)-10d BW$ 12" STUD, (6) 10d PLATE STUD, (4) 10d PATE SPF 535 BW9 12" STUD, (6) 1 d) PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6Y10d BW11 12" STUD, (6)10d PLATE STUD, (4) 10d PATE SYP 585 (2) SP2 W/ (6) 1od 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 PAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PAN / TALLER THEN 8%0" SCHEDULE ABOVE F.F. SEE FOUNDATION - - - - PAN 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. I film REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/11" OSB PLYW'D W/ SAME EMBEDMENT W/8dNAILS AT4"oC SEE GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. 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 SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN, 7/16" 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 PAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PATE 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 PATE 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 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 112" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) - 16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 OTT22 W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 U = 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR* * G = 24335 C7 SYP POST & (18) - 16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x C9 I3.5 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-SDS2.5 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-SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PAN 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/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 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 21h" 0.131" X 2 1h" SEE PAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0,148" X 3" 0.131" X 3" SEE PAN BLOCKING & TOE 0.148" X 3'A" 0.131" X 31/a" NAILS & TOP PLATE 12d OA48" X 3 "A" 0.131" X 3 114" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C.(GUN NAIL) COLUMNS 16d 0.162" X 3 -h- 0,131" X 3 1A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS 16' CONNECTION: 2) M1 OSB FLITCH PLA E. NAIL S MSONLLSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 122"" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PAN. (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 (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C, TYP, COL. U.N.O. ON ROOF PAN. EACH SIDE. (2) -1 3/4" x 11 7/8" LVL CONNECTION: PROVIDE (2) M5 2.0E Fb=2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PAN. 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 APPROVAL FROM THE E.O.R. 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 H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) -1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 11Z LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP, EACH SIDE H6 (2) -1 3/4" X 91/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1fZ LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0" - 16'-01, (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. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. GRADE SEE PAN co / �. Z i o g N .N-i • • 16" (2) #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL CURB FOR F. F_ VARIES MASONRY @ ELEV. 0'-0" - W/ (1) - #5 BAR CONT. o I 2 STORY: 2011 X 20" REINF. N W/ (3) - #5 CONT. SEE PLAN • (2) # 5 REBAR BEARING c FM01 SINGLE STORY FTG 1/2" = 1'-0" FM02 SECTION @ GARAGE 1/2" = 1'-0" L) a a REINF. SEE PLAN F.F. 0 c � * o � N 8" ,€ (1) #5 REBAR FL CONT. FM03 I THICKENED EDGE 11/2"=1'-O" (*) 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. lj ..-_ /* __4 _- ALIGN DRIVE W/ BOTTOM OF = RECESS &PITCH DRIVE ' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" =1'-O" SEE PAN -"-� 8" 14" =1'-0" 1 FM12 I STEP DOWN NON BRIG. = 1'-0" 1 j. = 1'-O" 1/2" = 1' SEE PAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" c ul ELEV. 0'-0" WITH CURB O TYP. SEC. 8„ (1) #5 BAR CONT. (G.C. VERIFY) oo ��r z 2 F.F. REINF. g � (SEE PLAN) 0 2 45 CONT. INSTALL LINING Lu -Lj 2 #5 BENT BARS W/ MATERIALS PER LuN MIN. 25" LAP SPLICE MUDDED FLR. � 6" SLOPED TO DRAIN IN. FBGR P2709.2 #5 CONT. ' FM14 SECTION @ RECESS SHOWE�2- 1'-o" FM18 TYP. STEP FTG. DETAIL 1/2 =1-0" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN F SEE BY COLD BENDING THE BAR WITH ND. FOR MIN. BAR LAP OF 25" QUANTITY ao #5 X 25" X 25" CORNER BAR ONE t0v FOR EA. HORIZ. REBAR, TYP. U.N.O. N • • (2) #5 REBAR 16„ A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2" = 1, o- FM23 TYP. FND PENETRATION 1/2" = 1' -o" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM NUMBER/SIZE OF BARS AT. F.C. SPACING (O.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61S" >2'-0"-3'.4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5' 4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4'-0" 5' 4" 16" 16" 48" 48" & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PAN 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 TC EA. VERTICAL REINF. BAR #4 TURN BAR @ STEM WALLS GREATER THAN 4'-o" (1) #5 HORIZ, CONT, TIED TC EA. VERTICAL REINF. B FIN GRADE- 8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) s_ s i 3"MIN, COVER d FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE c 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND VERT. F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND ; PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #g 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION " 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK »16„ FILLING IS TAKING PLACE y C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" " 16" h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" o.c. TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. -SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. b 8.R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS '0L*EttI1111:1r�l Tc ti • is C).^-.J. N Lu w • Iry `��t �;M CCV O N }ilIlA31t93i0a� U 0 2 z N N t0 -._ yc N W sLL aW w v QCOms 3=o m O 3 U J Li u LL a 0 a) 0( '0a0 2 °d o d ° ion W o91 t � B' WWW.FDSENG.COM ❑ 0 M O 13 Z N ,•, i,� oo Z �O Zfm s J 0 LL W - Y " IIIC�ii-mil{( (zip $ T('a Lu .- v C) F= G O w p w ON E U �•' 2 � � c A\ r%ARig C LYf1M1WCZ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: I..L� O C N LnLo W�0 L � Q) M 0m z rl ...... I-�Um�Y s � � oLL Model Name / Number: 1720 Plan Issue Date: Monday, April 20, 2020 KA PROJECT NUMBER: 20-1407 Sheet: 3 A ■ Of: SCHEDULES & DETAILS 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 = 1720 x 3 5160 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. = 33,707 SUBTRACT 100 % OF FIRST 10,000 10,000 A = 23,707 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 + 40% OF "A" = (.40 x 23,707) = 9,483 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,483 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL Q 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS ol TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. ELECTRICAL PLAN SCALE: 1/4"- 1'-O" ELEVATION B 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 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, 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 INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTI OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES 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. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS 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 THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT $4 FOUR-WAY SWITCH FLOOD LIGHT $DM DIMMER SWITCH FLUORESCENT LIGHTING -�- CEILING MOUNTED FIXTURE n u n u n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' g DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL aT.V. CABLE OUTLET L-= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING YY BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP f--A/C DISCONNECT UNDERGROUND I J U SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL —#12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. ELEVATION B VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally for Intake and exhaust T.O.M. T -r 0 nn 48" OFF RIDGE VENT 48" OFF RIDGE VENT T.O.M. -------HD. HGT. ----- F-11 0 ao LITE TEXTURED DECORATIVE 00 23 SH CEMENTITIOUS COATING 33-2 SH Hli 25 SH ------------------- -- ------ - FIN.FLR. RIGHT ELEVATION SCALE: 1/4"=1'-O" 48" OFF RIDGE VENT 48" OFF RIDGE VENT T.O.M. - — H.HGT.---- — - — - — - — - - — - — - — - ---- E4 LITE TEXTURED DECORATIVE aO 00 CEMENTITIOUS COATING CD 33-2 SH FIN. FLR. 25 SH 48" OFF RIDGE VENT F— —� n 70 HD. 7p---- cm FIN. GT. _ _ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING - — ----- -- -- L. 25 SH [?500 25 SH DOOR STYLE MAY VARY REFER TO SPECIFICATIONS urst.Z� bh REAR ELEVATION SCALE: 1/4"=1'-O" i 10" 10" —7r— 71 pi AISED FRIEZE o 0 ' TOP OF COLUMN ----LITE TEXTURED SCORED CEMENTITIOUS FINISH DECORATIVE DIAMOND PATTERN DECO. DIAMOND DET. 6'-0" CEN. OF E C. BOX 0 zo ININ10111mil I- - 111FE-11FE1 8'x7' 16 PANEL OVERHEAD DR. KEY STONE DET. 12 61 -12"X24" DECO VENT VERIFY TYPE w/ BUILDER La SEE DECORATIVE DIAMOND DET. 4 (V 8" RAISED BAND Soffit product provides 4.12 net sci in / sf Ridge vent `provides ` 18.00 net sq in / If Off ridge vent provides 138.00 net sci in / sf Overhang'distance 1.33 ft S.F. of Area to be vented (SF) 2597 s.f. Total needed for exhaust for upper 1/3 623 net sq inches Total needed for intake (soffit area, lower) 623 net sq inches Numberof Off Ridge Vents for upper 1/3 needed 5 LF. of Ridge Vent needed (can be used in combo with ORV) 35 Lineal Feet of Soffit needed to meet required 114 Lineal Feet of Soffit provided by plan 1 184 OVERHEAD DR. 14" HIGH TRANS. ABV. LEFT ELEVATION SCALE: 1/4"=1'-O" (2) 25 SH - LITE TEXTURED DECORATIVE CEMENTIVOUS COATING BRG. ENTRY HGT. 00 0 0 iD BRG. @ ENTRY, T.O.M. — HD. HGT_ 4 0 0 iD io FIN _FLR. FRONT ELEVATION "B" SCALE: 1/4"=1'-O" c a v ' o to o� qi C4 N00 m W W co�r- ci g W f to 00 LQ d_o,Q.-��c`ic U E �'a I 0 8 c" 0 LJL L� 1Jj m 11?' 2 � O 04 Tm 6 'ti .3:$�_m tozW�z 92 r0"� °W 0- W LU M ,Q Cam? n. N i�-_c Z < Z z 0 �'� Hm�,� m o Y �E w uWi� �� m m 2m� 0 42MTN�(N3: IL LL L) -j 0 U) Q d m Y t� - o- o c El El El� H � @ .N wwW.FCSENG.COM � 9 v�i z N O U z M z Q o 3 d U) — Y ro Z Q' N w IL w E V — Vi UCl6 E o a� Q w c m o aim c ~ m U CV E y w O 0 00 8i o '— IX)N ° @ U 0Ci Q rno°n d� DAMS HOMES Ul c .o FLORIDA CONTRACTORS LICENSE NO. CRC1330146 m 3000 GULFBREEZE PARKWAY LO GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Z 9 V Job Information: n a NN m O m g �o a Z L L] 0 A M N o M r1 ■ . 3' N C) L Z H CJ m o O J Lij o 00ur La V1 Model Name / Number: m 1720 o Plan Issue Date: LQ a Monday, April 20, 2020 o KA PROJECT NUMBER: Q 20-1407 S' Sheet: Of: N n 0 ELEVATIONS - B 0 SEE DE_T. TB03 \ G.C. TO PRI BLOCKING - W/ APA REI FOR SPAN 1 7/16" OSB SEE "HIP/F BLOCKING" 20'-0" MAX * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20' 0" MAX THICKNESS 151EALT R IF E BLOCKING IS KI USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. w O -CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TB04— "X" BRACE SEE o )VIDE DETAIL TB01 �t 0 COMPLY :OMENDATIONS _ o ,ATING OF - O IDGE DETAIL Q Z UJ 0 Ui _ J m O X a O 0 O Q O a a EQ. TOP & BOTTOM CHORD GABLE END BRACING @ —/ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FT. (2) I 4 FT. I , i 2 ' I I � 2 �� I -------------------------------------------------' 5 4 FT. O , 5 FT. 4 FT. �2 i I ' I 4 Fr. I ' - - - - - - - - - - - - - - - `-' - -- - - �- - - - ' • I - - - 4 FT. O O 4 FT. Eel ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"O-C-W/8dCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O-C. ON EDGE AND 4" O C IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING T'7 HEADER NOTE. W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VFRTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END CDX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT .ALL EDGES A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 1 3/4" STAPLES & 2" O.C. ON EDGE & 4" O-C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15132" OSB B (2)- 2x TOP PLATE 15132" OS3 EXPOSURE/ EXPOSURE 1 BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET I WALL SHEATHING 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM /7 I /4" i S 1/2" I_ SINGLE NAIL EDGE SPACING — - — — — - — — I II ! II II II SOLID 2x w o C III III III II II II I ! II II II I III II II II 111 II C II 1 1 BLOCKING @ ALL = 0 SHEATHING J a EDGES (SEE ° U~ SECTION X-X) 0 K III OPENING 111 1117-ir- r- r- III II99- x I II II - - II! III' II! Ili III II II III 11 II II II II II II 2x STUDS Uj w BEYOND. w SEE PLAN o TI - — I— i I l I I I III II II II II I I O III I I I II I II I II II II I I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING �— 2x4 P.T. BASE PLATE BEYOND SEE PLAN I W =) ♦- Q M 0inn o0mi c~»wrr U. N W vow ATALL PANEL BLOCKING LOCATIONS MIN 2 X4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED I BLOCKING SECTION X-X `CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN- BOTH ARE ADEQUATE F ZE Te13 I WALL AND ROOF SHEAI RING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOME -1720 ESEV B w/8' x 22' l 1 TRUSSACNAL CONNECTOR UPLIFT TRUSS ID REARINt vINT UPLIFT CONNECTOR ID DEIGN RADNG FASTENERS NOTE A035, C1, C3V, C3, C3V,C5, C5V, C7V, E5, E07- EN, E108, H5, H7. H7V 11, -1. Nor less HETA16/PER TRUSS MFG 181N (9)10tlx C 1P, QP, E3, ESP, H5P L/, 453 Nor less H2.5A/PER TRUSS MFG 600# (10) 8d E3. H3 L/I, .--- IF— PER TRU55 MFG 600# 118110dx 1-W', SHINGLE LOADING I GD ,Gs SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR &FASTENERS SPI= SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETAl6 w/ (9)l Od x 1 1'2' OR HTA16 w/ (10)1 Od x 1 1/2" OR MASONRY HETA20 wl (9)10d x 112" 810 HTA20 wl (10)1Od x 1 1/2" 1585 1870 OFRAME TO FRAME H2.SAwi(1D)BdNAILS 535 565 RT7Aw/(10)BdNAILS Sty 585 O FRAME TO H10A wl(18)l0d x 1 1/2" 1015 1040 RT16A w/(17)1Od x 1 112" 895 1020 FRAME H10A-2 w/(18)10d x 1 1/2" AT 2 PLY TRUSSES 93D logo RT16-2 w/(16)1 Od x 1 1/2" AT 2 PLY TRUSSES 936 1060 O FRAME TO MTS12 w/(14)10d x 1 liT' (Ai EXTERIOR MTW12w/(14)10d x 1 12" (AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS) 860 990 LOCATION INCLUDE (3)12d TOENAILS) 1005 1195 OFRAME TO MGT W(22)10d NAILS AND 518" A.T.R. w/ 12' 3330 3965 MUGT15w/(28)10d NAILS AND 518" A.T.R. w/ MASONRY EMBEDMENT w/ SIMPSON "SET" EPDXY 12" EMBEDMENT wl SIMPSON "SET" EPDXY 3330 4495 FRAME TO HTS20 w/(24)10d x 1 12" (AT EXTERIOR HTW20 w/(24)1)d x 1 112" (AT EXTERIOR O FRAME LOCATION INCLUDE (3)1 Zd TOENAILS 124E 1310 LOCATION INCLUDE (3)12d TOENAILS 1285 1530 FRAME TO (2) HT820 w/(48)10d x 1 12" (AT EXTERIOR _ (2) HTW20 w/(48)l0d x 1 12" (AT EXTERIOR F1 FRAME LOCATION INCLUDE (6)12d TOENAILS 2490 2620 LOCATION INCLUDE (6)12d TOENAILS (EA) 2570 3060 FRAME TO HGT-2 w/ (16)10d NAILS AND (2) 518" A.T.R. _ HUGT2 w/ (16)10d NAILSAND (2) 518" A.T.R. OMASONRY w/ 12" EMBEDMENT w/ SIMPSON "SET" 10690 w/ 12" EMBEDMENT wl SIMPSON "SET" 7020 9790 EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAME TO FGTR wl 118) 114" x 3" SDS WOOD SCREWS RFUS w'i (12) WS3 WOOD SCREWS AND MASONRY AND (2) 1l2" x 5" TITEN HD ANCHOR BOLTS 94"JO 4725 (4) 3/4" x 6" WEDGE -BOLT 7100 LGT2vi/ (16) 16d SINKERS O(1) J1 FRAME TO & (7) 1/4"x 2-1/4" TITEN 2 t71 ]) 2030 MASONRY SEE NOTE #6 BELO JZ FRAME TO MASONRY / (2) LGT2 w/ (32) 16d SINKERS & (14) 114" x 2 1/4" TITEN (2 PLY TRUSS) 35013.M 4060-M (2) LUOT2 w/ (32) 16CI SINKERS & (10) 114" 3" WEDGE 3100-M 3100-M FRAME OR (28) 16d SINKERS FOR FRAME (EA) 3240-F 3770-F x -BOLT (2 PLY TRUSS) OR (32) 16d SINKERS FOR FRAME (EA) 3800-F 4520-F J3 FRAME TO (2) LGT3 w/ (24) 1/4" x 3" SDS SCREWS & 3/8" 4730-M 6570-M (2) LUGT3 wl (24) 1/4" x 2 1/2" W925 6480-M 7050-M MASONRY / FRAME (8) x 5" TITEN (2 PLY TRU55) OR (52) 16d SINKERS FOR FRAME (EA) 5010-F 6960-F SCREWS & (4) 3/8" x 5" 1N8 (2 PLY TRUSS) OR (56) 16d SINKERS FOR FRAME (EA) 6480-F 7710-F O BEAM TO HU410 OPT HUC410 wl (18) 16d & (10) 1 Od G#2680 HD410 OPT H04101F w/ (20) 16d & (10) 10d G#3080 BEAM NAILS U#1895 NAILS U#1950 OBEAM TO HU410 OPT HUC410 w/ (18) TITEN _ G#4500 HD410 OPT H04I DIF wl (20) 1/4" x 3" G4;r3355 MASONRY 1/4" x2 314" & (10) 1Od NAILS U41800 WEDGE -BOLT & (10) 10d NAILS U#850 L2 BEAM TO MASONRY / HU46 OPT HUC46 wi (6) 10d NAILS & (12) 1/4"x 2 3/4" TITEN (O MAS.) G#'1540 G#3000 HD46 OPT HU46 w/ (6)1 Od NAILS & 1/4"x 23/4" TAPCONS MAS.) G#1625 G*2015 FRAME OR (12) 16d & (6) 1Od (FOR FRAME) U#980 SYP-F U#11135 SYP-M (12) (O OR (12) 16d & (6) 10d (FOR FRAME) U#1030 SYP-F U#850 SYP-M M FRAME TO (2) HETA16 OPT (2) HETA20 1-PLY wl (10) x t 12" OR _ 1620 1020 (2) HTA16 OPT (2) HTA20 1 1 1 12" OR 1870 MASONRY 2365 2365 "PLY w/ 2430 2-PLYwf(1(12) 16d 2-PLY w/(12)t6d HTSM 16 w/ (8)10d NAILS AND (4) 1/4"x2 1A" 955 1110 HTWM 16 w/ (8)1Od NAILS AND (4) 1/4"xl 314" 1146 1225 N O FRAME TO TAPCONS OR WEDGE -BOLT MASONRY HTSM20 w/ (10)10d NAILS AND (4)114"x2114" 955 1,110 HTWM20 wl (10)10d NAILS AND (4)1/4-xl 3/4" TAPCONS WEDGE -BOLT 1145 1225 OFRAME TO H 1 OS w/ (8) 8d x1 112" NAILS AND (2) 318"x4" 78D 910 MASONRY 71TAN HD OFRAME TO DTT2Z w/ (8) 14' x1 112" SDS WOOD SCREWS AND (1)1/2"0 A I R. EPDXIED DTB-TZ w/ (8) 114" x1 112" WS15 WOOD SCREWS AND 1/2"0 A.T.R. EPDXIED MASONRY w/ "SET" 1835 2145 (1) w/ 1510 1835 SIMPSON (SEE NOTE #4) SIMPSON "SET" (SEE NOTE #4) O FRAME TO HTT5 w/ (26) 16d x2 1/2" NAILS AND (1) 5/8" 0 A.T.R. EPDXIED w/ SIMPSON "SET" 4375 0090 HTT45 wi (26) 16d x2 1/2" NAILS AND (1) 518"0 A.T.R. EPDXIED SIMPSON "SET" MASONRY wl - 5005 (SEE NOTE 94 BELOW) (SEE NOTE #4 BELOW) O FRAME TO HTT4 wl (18) 16d x2 1/2" NAILS AND (1) 518" 0 A.T.R. EPDXIED w/ SIMPSON "SET" 3840 4.235 HTT45 w/ (18) 16d x2 1/2" NAILS AND (1) 5/8"0 A.T.R. EPDXIED w/ SIMPSON "SET" MASONRY - 4100 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) OFRAME TO FRAME H10S w/ 24 1(1d xt 12" NAILS ( ) -,186 910 LUGTI wl (23) 8d x1 112" NAILS 876 1045 O FRAME TO HM9KT wi (4) 1/4"xl 1i2" SDS WOOD 76D 76D RT16M wl (9)10d x 1 1/2" NAILS & 1395 MASONRY SCREWS & (5) 1/4'X2 1/4" TAPCONS (4) 114"x 1 3/4" TAPCONS 1395 OFRAME V TO VGT wl (16) 114-xY SDS WOOD SCREWS & (1) 5/8"Z A.T.R. EPDXIED w/ SIMPSON "SET" 3555 4940 MASONRY w/ 12" MIN. EMBEDMENT O FRAME TO (2) VGT wl (32) 1/4"x3" SDS WOOD SCREWS & (2) 6/8-0 A.LR. EPDXIED SIMPSON 6170 7185 MASONRY w/ "SET" wl 12" MIN. EMBEDMENT G FRAME TO VGT w/ (16) 114'x3" SDS WOOD SCREWS & HDU4-SD (10)WOOD s285 456E MUGT7 5 w/ (22) & H T45 w7 (18) 4160 FRAME SCREWS 1) SIB` 8 A,SDS W SCREWS & (1) 5/8" 0 A.T.R. S &NAILS 10d NAILS 8 (1) 5/8" 0 A.T R. A. Q FRAME TO (2) HTT5 w/ (52) 16d"x2 112" NAILS & A{375 5090 (2) HT745 w/ (52) 16d-x2 12" NAILS _ 5005 FRAME (1) 5/8"0 A.T.R. (SEE NOTE #4) & (1) 5/8"0 A.T.R. (SEE NOTE #4) GFNFR41 (:ANNFCTAR NATFS- 1. CONNECTALL 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 EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2"x4" TO TRUSS VERTICAL WEB w/ (2) ROWS OF 1 Od NAILS Cd 3" O.C. STAGGERED. 5. 12" MIN. A.T.R. EMBEDMENT @ CMU BOND REAM U.N.O. 6. SCAB TRUSS CHORD w/ 4'-0" 2x SYP #2 (MA I CH CHORD LUMBER SIZE) w/ (2) ROWS 10d @ 4" FROM END & 4" O.C. STAGGERED- CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. OMINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY 1NALLSI LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24" OR 32" O.C- PENDING VERTICALS FOR ALL 1=LOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F812/S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY NALLS/ICF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. w/ (2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w1TJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS wl (2) 12d TONAILS O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM UMINIMAL CONNECTOR UNO ON FRAMINE:4 PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIORIEXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND 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.C.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 1-OR ADDITIONAL. COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/ OUT WRIT -EN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 1'-4" ROOF o \\ + METAL DRIP EDGE - .M C.U. OR IOF WALL 2 x SUB FASCIA o SEE TYP. WALL / ALUM FASCIA SECTION �..� 2x4 P,T. FASTEN TO C.M.U. w/ 1 1/2" LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL @ 12" O.C. CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND C:_ADDING WIND PRESSURE ICAI SOFFIT SUPPORT DETAIL �3e31!a1e,4g ti0 N O o 04 Al t` wry Q N to mr�R4 am W f w(Nh LO 00 00 ga3d Qo. 00 t80 .1 xk # c rn Uor-eqn (a M 04 M c � LL LL LL d 5a` y w dag`E' Wn'm Q�Ss--lo a w w (n x�LLt� �a�m5 2a n_ a W � r0 •... 0 3 o C C 03 G N Q "N 9 CN W�om� m OJ W. age" ` `c4 4) Q d >_ p III CJ Y C J d�sd� a r, H v Z IN < o m oz'� o 1 L° .� WWW.FDSENG.COM ❑ 11 ❑ Z M O C) Z N E*7 0 1J V(/ _ (rvj�/i U" z Co o Z c0 QNQ Q 2 4 L a _ cti z c (9 i 0 w o af co uc7a • Lfl f� t m U a m L cv E ° w 0 0 00 H L 00 .; W{ � 00 C) U �o I N if 7 � S C Q rno� 1�\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job V7Information: L0 ■ O rL L C) 41 Q m a; c m H Ne U m J m (n (n ® Model Name / Number: 1720 Plan Issue Date: Monday, April 20, 2020 ® KA PROJECT NUMBER: 20-1407 Sheet: 6 Of TRUSS LAYOUT 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2)'/2'x5" EACH FND SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT -L��• S W/ WASHER. MIN. 6 PER TRACK TO JAMB. '?,��p�4�,• 11 ' (5) 1/2" DIA, x 8" 1/2" X 8" A.B. W/2" ° •II 11 I V) Y O "J" BOLTS WASHERS SET IN o I w g FILLED CELL W/ #5 TYP. FILLED CELL N VERTICAL MIN. 5 PER JAMB. o c-i I1 a � II w SECTIONAL II I OVERHEAD U) DOOR CONT. P.T. #2 —'� WOOD CL x SYP 2" X 6" TRIM ° •.° `'.• '`'•'`■,` •!` '. 3 ,`doe` LO 2"x6" P.T. WOOD JAMB • • �' ' .'"`•�� .•' r • X'u�, ,.�' •`""" `P . DOOR AND CONNECTION PER " ` v �'''� GARAGE DOOR MANUFACTURER GARAGE SLAB c .,Y, • .:6 N ' TYP. GARAGE DOOR o ` TRACK MOUNTING DETAIL' _ �• r , ,- ,rY O GO O c o • NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS >. > p DETAIL- UNLESS NOTED OTHERWISE a U CD21 ENTRY CMU COLUMN/BEAM N.T.S. MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. Q C) 0 ro E c N m o m a c- c N (p e,,,, CO '4 111 C9 `� I` F. ln00ao — y o;o.� Qppp CID III �c O?�rn LL W lJi � Nti (,�Ommo t0 U N Dada ums m—Z .o . 8 VU%'iO M ,S d BLOWN -IN R-30 INSULATION PER FBC @ C ... Q 7�vN U1 o LL t O c� t a d Uj AND ENERGY FORM SUBMITTED WITH -- 5 Y cW Zvata Z BLOWN IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED PERMIT APPLICATION PROVIDE BAFFLES 12 AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR N Y Rto g N wC. O w „ $ m p a 3 m W m m n- m m 12 WITH PERMIT APPLICATION DENTBEADFATTICS) EAVES SEE PLAN OVERTILE RAPOPROVEDF (PER EU DERLAYMENT 0 va Y U m c N a ° o D SEE PLAN (FOR VLEVATION) a a y R Z Q O PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA FIBERGLASS SHINGLES OR RATED STRUCTURAL SHEATHING TRUSSES @ 24" O.C. T WVV hDSEI�G.CON El ❑ TILE ROOF (PER ELEVATION) (SEE STRUCTURAL NOTES OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA `• FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE)13 c+7 oN PI WOOD RATED STRUCTURAL SHEATHING ( ) TRUSS ANCHOR SEE PLAN10 N z S TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF SEE PLAN FOR — - - ERG. HT. y z N Q '—'! NAILING SCHEDULE) 't TRUSS ANCHOR (SEE PLAN) l j 1/2" DRYWALL •' •' • FELT PAPER OR----'•. • 3 —o c� I ON OUTSIDE ' ETAL DRIP EDGE a) l/ TO BE INSTALLED 7: :F 7 17 ti `11 1. i l� it I� v / FACE TRUSS PLATE - - - ✓' i _ —- - 3/4" P.T. NAILER ; �� 2x SUBFASCIA °.� (TYP.) FRAME FOR BUILT-UP CORNERS (3) 2x4 OR 49 ° Q1 METAL DRIP EDGE 1/2" DRYWALL SOFFIT. SEE ARCH. PLANS min 4x4 w/ 2x4 POST UNDER EA a ,� w F \���jj��,%%% (0 CURTAIN NAILER 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. IT . 0 U_ CONNECT ALL 2x STUD 2X SUBFASCIA 8 x 8 x 16 K.o, 1 x 4 P.T. @WINDOWS r 1 x 8 P.T. @ S.G.D. LINTEL BLOCK O.H. W/ (1) #5 DIA. REBAR & KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. E L ( # Vll Q w o v) m j TO TOP PLATE WITH (4) y 16d TOENAILS SOFFIT. SEE ARCH. „ " SEE ELEV. 3000 PSI CONCRETE H (TYP.) ALL SIDES-- / oo (TYP.) FRAME FOR COR- o PLANS PRECAST "U" LINTEL OO �i ° \ HERS FOR NON LOAD ° v ` E 1/2" DRYWALL NIP_ SEE PLAN FOR HEADER SIZE SEE SCHEDULE N u y' °° i , n ° ° BEARING SIDES NAILED = w O o ~ y(r, I - W/ 16d NAILS @ 8" O.C. o a a o - n cn a) j�° � �� � ° a ° 0. I✓ V) U � `tY �0t is o no Q� OPTION: 15/32" OSB EXPOSURE 1 ON1/2" O.H. O ;v� 1 2' x 8" J BOLTS MAXIMUM - 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. � 1 CENTERED EA. (TYP.)4 COURSE HIGH A.F.F. ( ) i 3: ro �" DAMS HOMES O T ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" � CMU BASE FILLED w CONIC SIDE w/2" WASHERS i / -6 PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8' O.C. STAPLE @ 2" O.0 EDGES AND FIELD. � NOTE: 44" MAX, SILL HGT. ON FILL CELL -(1) #5 DIA. w 4 VERTICAL RENF w (TYP.) / N ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP ° ro FLORIDA CONTRACTORS LICENSE NO. CRC1330146 N CONC. ALL LOCATIONS OF COLUMN PLAN Al -Al 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION V) GULFBREEZE FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN &FLOOR PLANS N a , LOCATION OF OPENINGS IN u DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO 1A SIMPSON LSTA30 SEE FLOOR PLAN F OPENINGS ARE INDICATED, FULL ' a � w/11-10d TO BEAM FOR BEAM SPEC, PORT ST. LUCIE STUDS ARE REQUIRED). j & TO FRAME BELOW • Job Information: NOTE: 44" MAX, SILL HGT• ON • ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW ;'0 WINDOW STOOL W/ SCREEN a CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS „ PRECAST CONIC SILL •• , , a C-926-98A H N , N PAPER BACKED FOIL R-4.1 uCID 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL ; ; v O 1/2" DRYWALL MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM EXTERIOR FINISH - L ON SHEET 6 SUBMITTED WITH PERMIT APPLICATION (SEE ELEVATIONS) a. FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P,T. ZX #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED FTG. DOWEL #5 DIA. REBAR 1 x P.T FURRING 17" IN CONCRETE - 25" 1 x 4 P.T. 4 � ¢ � � p � Q LO ;n � w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 i C HD) w/2" WASHER AT 32" O.C. WOOD BASE Al Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO COLUMN I m WOOD BASE MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD ON FOUNDATION PLAN OR 4x4 POST w 2x4 UNDER POST 1 , / ' EACH END OF BEAM _o 07 `� ■�''■ ■ ■ m SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR 1 i U FOR SLAB INFORMATION TOP OF SLAB • SLAB INFORMATION TOP OF SLAB NOTE: 2 X 4 P.T. PLATE -- O oo u_ 'L —�-- * ,s _T BOTTOM STRAPS MUST BE s .J y h- �? +' " • ' GRADE * )� Tr ��� ' �'-1iT T1; INSTALLED ON INSIDE OF COLUMN. DO NOT BEND --�-I - a rn Model Name /Number: �)I i!l1 GRADE e ° °,w -° ,00 o STRAPS UNDER PLATE. ��o� 9 ° L) ' r CLEAN „' F "' c W ill" 1 _ T N ° - PLACE STRAPS IN FILL 1720 COMPACTED �1 cv O o 1 ) ( � SEE PLAN FOR iv RE BAR QUANTITIES GELLS w #5 Rk 1IAR r "' / • u :- (TYP.)4 COURSE HIGH CMU BASE °7 Plan Issue Date: FILL" . . m Ir_-ii _ .' v ' .•'e' FILLED w/ CONIC - SEE PLAN FOR o N Monday, April 20, 2020 •, •"-' ' '• SIZE. TOP OF COLUMN BASE •. .. , ° 16" SEE FOUNDATION PLAN FOR FTG REQUIREMENTS SEE PLAN SEE FOUNDATION 2'-0" AFF �, • c 0 . KA PROJECT NUMBER: 20-1407 --- PLAN ° v s NOTE: DETAIL CD21 / S 2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T N Sheet: S-2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" =1' o" WS01 TYPICAL WALL SECTION - 8" CMU 3/4' = 1'-0" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. Q TYPICAL FRAMING DETAILS UP N O l0 N N Q G O N O N Y O O N _N N Q G C 3 N 2 Q N N Y 3 O E O 04 �„ td o N c :9 PROVIDE 2x4 ON TO a' is N OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3 ; .- :' r ~ 0 : •: (4 .i " — <) �` TOP PLATE ATTACH w/ 3' O.C. OUBLE 2x4 Q ..,.° Q ' '• 7 e �° z (2) 12d NAILS O.C. TOP PLATE a (SOLID BLOCK w/ 2x6)70 'a`" C < • i • ° ' y.` 2x4 STUD MZN "� , t 0 PER PLAN o 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 2 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE 2 SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD Q (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN c TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF E 12d NAILS @ 3" O.C. c a w.o I 00 TOP PLATE TRANSITION WOOD BEAM SEE SIMPSON HUC410OR (2) id N PLAN FOR SIZE / $ " I a n 00 00 PIPE OR DUCT w/ OUBLE 12d f ' HUC210 v ° o �" s g ppo 0 l U/ E y V c m 8 0 0 .-+ -1 J J �� � TO BUILT-UP COLUMN � o � � P _�, � MO � 6 0 m PENETRATION THRU TOP SPLICE . a� SUPPORT COLUMN BUILT-UP MIN. a 00 = Z w TOP PLATE w/ MORE `�� (3) 2x4's OR 4x4 W/ (2)-10d S Q s M :3 u a a v " .E n: Lu w THAN 50% OF TOP 2 ROWS 12d NAILS @ 8" O.C. EACH PlY $: PLATE WIDTH INSTALL @ 3" O.C. ^ (SHOWN AS 4 x 4) H L ¢� SIMPSON PSPN516Z m Z a n� a Z i i� a�i °' v 8 =.� w •n q 3 Z 0 W/ (12) 16d NAILS TYP, �'� `- -- (2) SIMPSON HETA20's W n N W o mom o TOP & BOTT. Z^! , •, , w/(12)-16d EA, TO COL, Y w �= a m BOTTOM SPLICE ALT: (2) MSTAM36 STRAPS o _ Z N Q M d a TO TOP LATE W 4) 16d TONS A77ACH ONAILS (2 ON EA. OVER STUD TYPICAL BLOCK , I CENTERED w/ (13)-10d NAILS U E� (j 6 - o Ln /( ) O Ea TO COL, a a�y�� SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ < -TIE BEAM o _ v (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO ° ; TOP PLATE W 8d 2 1/2" x 0.131 NAILS ,o -2 WWW.FDSENG.COM ❑ ❑ ❑ * NOT REQ'D. WHEN QT SYSTEM IS APPLIED P M NOTE: N z N o PLATE LENGTHS MUST BE AT N m LEAST 8'-0" LONG. TYPICAL zQ � N WF17 TOP PLATE SPLICE DETAIL 3/4" = 1' o" le E04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. 0 co V J a n n o Ln (, t, 2x8 SYP #2 N W ���/// v TOP & BOTTOM T o " MlzATTACHED W/ (1) ROW 16d 2x6 SYP. #2 0 — y u�a r Q m ro °° NAILS C� 'L6 O.C. RIPPED v � N I= 0 EXT. OUT BEAM TO SUPPORT - w 0, o SIMPSON TRUSSES IF SPECIFIED ON PLAN o ~ a N BOX HEADER DETAIL - ; ---------------; BUCKET SEEROOF -, Vh S PLAN FOR MORE INFO * CRIPPLES MAY/MAY NOT BE PRESENT. �lvQ IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION N a a �I� E SEE ROOF PLAN E° (1) JACK USED AT EA, SIDE Q EACH SIDE OF 2X BLK'G. TO O.S.B. S OPENING G.C. TO 8d W. / NSTAL'L (3) TITEN HD EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LA'.'INATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WI^E "-S PER SIDE INTO CMU AT (D = 0.148•, L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D = OAV', L_- 31/9") OR EQUAL (ONE INTO [ACH OUTSIDE FACE) (D = 0.16E", L= 31/2") OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER ANCHOR FOR BEAM SIZE N N N NDAMS HOMES NAILED TO TOP PLATES, & CONNECTION INFO N HEADER & JACK _ ; ° N0. &SIZE OF FLORIDA CONTRACTORS LICENSE NO. CRC1330146 - - - - - - 0 HEADER SIZE RAFTER TIES � I ; SEE FLOOR PLAN � � a'> 3000 GULFBREEZE PARKWAY & GRADE FOR COLUMN SIZE & a1 EACH END _ _ _ _ _ _ _ _ _ _ _ _ _ , - _ - ; � GULFBREEZE FLORIDA 32563 BASE CONNECTION INFO `- - - -- -- - - -- a � SEE PLAN BEAM SIZE R (2) LSTA 30 OPTION A OPTION B °' DIVISION LOCATION: NOTFS• CONNECTOR REQUIRED 1/2° OSB FLITCH PLATE s 1) ADJACENT NAILS ARE DRIVEN FROM 3)FOR 4-PLY, PROVIDE I/4"DIA. x5J/2"LAG SEE I LOOR PLAN FOR REQ'D ONLY WHEN INDICATED PORT ST. LUCIE OPPOSITE SIDES OF THE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 31LY1 y 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR (3) 16d SCE PLAN COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN 2 THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. SP4 AT COMMON 2X CRIPPLES@16"O�C;. —SEE SCHEDULE Job Information: FOR WLL CONNECTION INFO 24" O.C. W/ SIMPSON SP2 TYP. NAILS(TYP) HG T. TOP AND BOTTOM —� 2-ROWS 12d NAILS SECTION A -A ~Lo � WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED (a FOR OVERHANGS GREATER THAN 4' _' FILL 1ST. 4 COLJ ;ES 1 1/2" CONTACT FOR FOR SOLID W/ GROU" iNO FURTHER INSTRUCTIONS REINFORCEMENT REQLIRED =.F. OVERHANG . , CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- %%. HEADER PER '�' i • i %PF16" �/.! GG O.C. TO SIDE & TOP NAILER �F: ... ' r ' '•• BLOCKING ©ATTACHED TO . • : :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ROUND/ SQUARE •• • BOX HEADER ,EACH 35 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'4' - 16' 3 4 3 4 12" O/C EACH SCALE: 1 1/2" = 1'-O" a * WHEN STUD LENGTH FACE OR 3-ROWS C6 — I O IS LESS THAN 12" USE 12d NAILS STAGGERED ti LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED @ 12" O/C FOR 2 x 10 OR GREATER HEADER A �� A m 1(••1L O 0 TO HEADER EACH SIDE PLAN a u. FILL ALL HOLES IN — STRAP DOUBLE 2 x #2 S,Y.P. HEADER W/ SEE FOR 'I TOP OF BEAM 1 s a 1/2" FLITCH PLATE SEE ROOF PLAN _ a_ TH 10d NAILS @ —� HEADER. (U.N.O.) FOR BEAM SIZE & = �.: B w +1 Q 0) v7 ct 8" O/C TYP. CONNECTION INFO E o W c m +� co � FILLING AND BLOCKING AS N C'V M [H a) DOUBLE 2 x 4 CRIPPLE STUD REQUIRED FASTENED TO a)m M HEADER W/(2) ROWS SEE FLOOR PLAN FOR 0 V t_iJ TYPICAL (U.N.O.) OF 12d @ 16" C/C UN'-ESS COLUMN SIZE &BASE o O J w D o NOTED OTHERWISE CONNECTION INFO o J M `^ r n 00 u_ W v' v J vi 2 x 4 STUDS TYP. rn � Model Name Number: / 1720 SIMPSON HT74 W/ (18) _ d CMU 16d NAILS & A 5/8" u; y EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. ° 0 o � Plan Issue Date: Monday, April 20, 2020 Op Fiyj�YG OR 8 1/2" AT GARAGE ° N * *HOLD DOWN CONNECTIONS STEP DOWN • ••. KA PROJECT NUMBER: NOT REQUIRED @ BEARING P.T. BOT. PLATE :•.:�: .' EE FOUNDATION N NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REF'/SIR REQ'D. - _ WALLS WITHOUT UPLIFT PLAN FOR MORE INFO s 20-1407 WINDOW OR DOOR OPN'G5, o Sheet: s -3 Of: N.T.S. 1/2 = 1, 0„ s MS18 RETROFIT WALL OVERHANG DETAIL WF39 TRANSOM DETAIL AT ENTRY WF09 WALL HEADER DETAIL N.T.S. CD11 1 COMMON BEAM ATTACHMENT N.T.S. TYPICAL WALL DETAILS U _.�eFILE Owl *DIAGONAL SPACED AT 20'-0" O,C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ - DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN ," " 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 450 _ - O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. --MINIMUM 2"x4" - ` - 8d NAILS @ 4" O.C. WALL AND ROOF CROSS BRACING SHEATHING, SEE TB13 (SEE PLAN FOR - i 2x4 SYP BLOCKING ` BETWEEN TRUSSES @ 48" FOR SPECIFICATIONS LOCATION) �`x.,-.^•'�---FOR BLOCKING TRUSS w/ 3.12d NAILS TO EA. GABLES 3'-0" TO 5 - 1" TALL. • : 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER, END 2x6 SYP L BRACE FOR APPROX. 8" FROM RIDGE ATTACH L BRACE w • . THEN 48" O.C. AFTER. NAIL w@/ / ` CROSSIN@GEACH AT 45 ANGLE. GAB EAT U S4" O.C. (NOT REQ'D WHEN GABLE IS 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d , W/ 3-12d TO CHORD (MIN BLOCK PLATE NAIL GABLE TRUSS 5�PER JOINT 1ST 4 BAYS) TO TOP PLATE w/ 16d NAILS @ 4" O.C. ' CONTINUOUS LATERAL BRACING ` , •r 4 BA S 'T. PLATE 1/2"x8" ANCHOR BOLT ' NAIL OVER X-BRACE AS SHOWN- AT 48" O.C. MIN. Y INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE c CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X BRACING 2x4 SPF OR SYP w/ (3)12d @ EACH TRUSS WEB MASONRY WALL o m �_ NAIL TOP OF "T" TO GABLE F(OOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 TB13 FOR ATTACHMENT TBO1. TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. . SIMPSON H8w/ OVER JACK TRUSSES, SEE en 10-10dx11/2" NAILS T'LAN. 2 FASTEN (1) SIMPSON HGA10 ` @ 48" O.C. w/ 8 1/4"x1 1/2" 4 PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING W/ 2-12d TOENAILS o CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d £ BETWEEN TRUSSES W/ (2) 12D FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ NAILS EACH END TO TRUSS TOP BELOW, SEE PLAN. 10d x 1 1/2" NAILS CHORD @ WOOD FRAMED WALL @ DUTCH GABLE ! N c AATRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING 0WOOD TRUSSESAT LEAST ONE TRUSS 6" OVERLAPGE01 GABLE END BRACING N.T.S. TRUCTURALPACEG.T. SH EATHING ADD 2X4 ALONGSRIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD C TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSES 01 HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) o 2 ROOF (2) 12D NAILS MINIMUM (3) 12d SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR * SYP TRUSS BRACING a Nto SEE SPACED AT 10'-0" MAX E - N PLAN �g W �N00 w1" 2X4 BLOCKING, Uj {J N 4 ii k g c m rn m BETWEEN TRUSSES HIP TRUSS to g Cl SECT. A A „H ;Td Z ; IA .l) a� sm-= W a `0 g Q � w TB03 HIP / RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. ? Lj �w o o CD ik IL w +� Em 2 'D U tiit W rn E N m m 0 o Eck ILm s;d Z O Q O 0 WWW.F[)SENG.COM ❑ ❑ ❑ m (9 M z CN c+� TRUSS NOTES:10 N_ S 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPi 2014 z (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND _� Q w J BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT 3 IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED CN TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED _ cd TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT z o EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 0 0 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. `m w I- 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. E 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT p °I� ATTACHED DIRECTLY TO THE BOTTOM CHORD OF — y THE TRUSS° 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. E 'VVVAAA� w o SEE TYP. TRUSS BLOCKING DETAILS o tV m t— to cr) C CO SHEATHING „ U MN W O p O l Cy vi f— C� O l..r 3 TO 4 TRUSS x4 ,4S SHOWN v p� ALTERNATE DIRECTION QtIo o Yo0 TRUSS SPACES U O RUS c 1412 t ffj If A DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. 3 TM W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS (2)-1 NAILS OR HCLR/LL IN PLACE OF (4) 10D SECTION TO EA TRUSS f!1 REQUIRED @ RAFTERS GREATER THAN 8'-0" ••.° B-B FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY SEE PLAN RUBLE TOP ZDOUkE SEE STRUCTURAL NOTES AND NAILING 15 � PRE-ENG. TRUSS PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS GULFBREEZE, FLORIDA 32563 a 2x STUD WALL SECTION B-B VARIES w ROOF SEES SLOPE DIVISION LOCATION: ° °� PORT ST. LUCIE CONV. FRAMED RIDGE \ / MAYBE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ \ 2X4 SPF BLOCKING / ' Job Information: / () BETWEEN TRUSSES (4) 12d WHEN IT LANDS SPF 48" O.C. W 4 12d \ \ d NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED Cd EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ g REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER THAN 8'-0" \ \ � \ 2x4 SPF BRACE \ \ @ 48" O.C. - NAIL w/(4)COLLAR / o EVERY 3 E d\ 12d AT EACH END & 04 M SHEATHIN ' RAFTER \ \ ALTERNATE DIRECTION cm O 2X4 BLOCKING BETWEEN CB \ LL TRUSSES W/ (2) 12d NAILS BEVEL CUTS (OPTIONAL) @ EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X3-1/2" / / TRUSSES a Z Uj 4) N ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN ¢ O > BLOCKING OR H5 @ 48"O.C. ro N Q (3) PRE-ENG. TRUSS \ C C7 CONT. ROOF SHEATHING AT TRUSS TOP o > (y @ N STRUCTURAL SHEATHING \ / / N y V CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / M I H SEE PLAN FOR CONNECTION B SIMPSON A34 OR \ \ / / Z W d' 2X4 P.T. BLOCKING BETWEEN DIAGONAL (USP MP4) @ V L1.! O O TRUSSES W/ (2)-12d NAILS @ WOOD 2x8 #2 SYP RIDGE BEAM 2'-O" ON CENTER \ \ / / O MM ' ^ /'� 00 Li EACH END AT 8'-0" TRUSS 2X4 SPF BLOCKING J W v / v I MAX 2x6 RAFTERS @ 2'OMMO. \ '\ ' BETWEEN TRUSSES � � Model Name Number: MAX. w/ (3) �2d COMMON y \/ WALL BELOW TOENAILS TO RIDGE BEAM \ / \ @ 24" O.C. MAX.W/ Chi / (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN / , , ,\ (3)12d EA. END (TYP,) 1720 4 Fr2' @ -O" O,C. MAX W / (3) 10D SEE PLAN CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Monday, April 20, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE VI KA PROJECT NUMBER: INFORMATION SHEATHING y 20-1407 2x4 S.Y.P. Y T @ 16" O.C. � Sheet: S-4 Of: N T11306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB1.5 EXTERIOR NON -BEARING WALL DETAIL U.S. ROOF FRAMING 0 AND BRACING DETAILS THERMA-TRU INSTALLATION C N. 1.1 KEY DIFFERENCES CHECK LIST Rough opelnings are 1/4" smaller on each side and 1/4" smaller on the header thaP 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, 95 SPA EVE n 61' 6ft SINGLE DOOR SPAC EVEN 6" 6' SINGLE DOOR W SIDELITE r',w 6„ 3" V D 3" 3" a � 3H 3 " 3r, I Ili III f I rr c 3e 3" 3„ 3 r, 6 6' DOUBLE DOOR W/ SIDELITES ;PACE :VEN LY a N. SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 19-019 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. 0 I TOP OF SLAB 00 Z i Ir- Ir „ ° °I O Z I "° ° 16" MIN. DIAMETER L CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL, N.T.S. r J" SPACE EVENLY n ....8" 8 Rhd� .......... SEALANT L� NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING ' NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. \\\ ^ Ir* " Foot 00, Line valley by eentering Certainfeed Win elGuaI a� e �Osss aterproofing S Ingle ` nderlayment or ill? ..i S e �et''t ` quivalent dlr to Q0etA' `4aP 5 40 3Cd C 2d 00090 s Rake o ys�C os o not mall within , Metal 6„ of Embed each shhhgle Edge )T , Vnlley Centerline in a 2" 29" wide strip ,lelt of asp raging cem a , 5" Cut 2" diaa��onally off upper Save 7" orraroftrimmecN plecestousein5thtoMe l^ r r r i Cut shingles 2• back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ASPHALT BASED ALL LEVEL VALLEY TENURED, PAINTED SEALANT APPLIED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL WALL 6" X 6" H GALV. FLASHING CONT. VERTICAL RISE OF FLASHING AT KNEEWALL T ENTRY PLASTER ST SEALANT ROOF SHINGLES 6" X 6" H GALV. FLASHING CCNT. m 6" HORQ FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KN EEWALL INTERSECTION -Extend the shingles over the rake and eaves about 1/2" it drip edge is used, cr about 3/4" If no drip edge is used. INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIPX. w\ x 3 1/2" PHILLIPS FLAT HD. "TAPCON"/ ADHESIVE SEALANT & SCREW w/ 3/16" SCREW MIN. 4" FROM END AND 1611 C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW 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 "' X THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 161, C.C. 100 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD MAMIE , BY OTHERS SHEATHING ; BY OTHERS CAULK BETWEEN FIN &SkEATHIM EXTERIOlk FINISH EY OTHERS PER TER CAULK BY OTHERS O.A. %alloOW HEIGHT EXTERIOR Il fill TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S • SHLAA SPACE E4&11 R905.2.8.5 DRIP EDGE. PROVIDE DRIP EUGE AI EAVES AND [TABLES OF SHINGLE ROOFS. OVERLAP TO BE A MIMMUM OF3in (76cm). GAVE DRIP EDGES SHALL EXTEND skirl BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2in. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER :OVER OR UNDER THE UNDFRLAYMFNT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 4in WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EUGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12i.-r ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.7_3IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), Dnir EDGES SHALL BE MECHANICAL. LY FASTENED A MAXIMUM OF 4INCHFS ON CENTER r —unq rasmrlor Sped no (lambs, Head and Sill) Wall Framing: -Jr .. 8' _.. .8....., 1, ..... 8' 4" - #2 Spruce/Pine/F it Or Better . Silicone "1 Screw Screws Minimum Penetration Glazing Bead -� Mounting Fin- - i Exterior View of C ross Section V iew Fixed Window Mnimum Silicone E>,teriorSheathing Note. We strong recommend the use oJlrashtngand/or Plashing tapesand s/l/Qans as stated In ASTM E7i17-OY. However, due to var/atlon !n codes and bW/diny types, N is/eQ up to the end userto determine the pmperInSM110don ofthese Jtems. i0 e 1 t _nq , vu idm6 , t t ubL,1P,. w ip y e rt fed bark for "r p8'"ttpi-, }tIC pjejis,' w .!ii` t1h2 vvra 5 to (i10,eC'', I a t 1 a�,i I`ror n 5t. zr a�5 and tz48 Step 1 Measure to be sure the opening is 3/8" to 1/2" larger than the window size both vertically and horizontally. ' You may wish to Pre -drill the installation holes in the An at this time. due ho%s in the Mteg A7 as #W are notnX=0l Step 2 Apply a generous bead of silicone to the backside of the mounting fn. Use enough sNzwte to sufficiency till all voids between the fin and the wall simthin . Step 3 Insert the window Into the opening from the outside. The window is labeled "inside" and "outside", but if these labels have been removed, the glazing bead should always be to the inside of the building, Step 4 Install shims udder the sill, adjusting theft unfit the unit Is plumb in the opening. Shims should be Installed under the sill every 2 feet. The window should be 4*ally centered in the opmog with no more than 14" gap between the window and wall framing. Step S Install a #10 x 1-1/2* screw 4" from the caner of the fin at each end of the head, sill and both jambs. Step 6 Install the remaining fosterers In 8" Increments from the comer screws to the center of each fame member. Use care not to over. tighten the screws and pull them through the An. Also, make sure the screws go in straight and do not cause the frame to bow, Wall framing should be a minimum of #2 Spruce/Pine/Fir. Fasteners shcud be #10 screws of sufndent length to achieve 1-3/8"penetration into the war and no less then 112" from edge of taming. Fastelmr uplantlties needed In each side of frame to achieve 8" spaci or Fraitne @tember 10^ st;^ till" 1 34• 1 42" 1 lio" s1• fro" 74• sr gal• ge- Number of fasteners 1 2 l3 _J7T S 16 1 7 S 2 10 11 12 13 Step 7 Remove excess silicone "squeeze eeze out" from around the On and Inspect for holes or volds, use silicone to All any voids. Step 8 If deslred, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, dual must be the A101„„r EXPANDING YYPF F0, , col. Step 9 Since these windows are typically used in rooms with high moisture, le, bathrooms, It Is recommended that the interior gap between the window and wall framing also be sealed with silicone and tooled so as not to lntefem with the Installation of wallboard, file or trim, Step SO Once all construction Is complete, remove the bubble wrap from the inside and outside of the window. If necessary, clean the blocks with a mild deter t and warm water usi 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. Nroauct Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Approval # Roofing: 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: ROOFING UNDERLAYMENT: 1st Choice WOODLAND INDUSTRIES 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 2nd Choice +30.0/-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRULC FI E GLASS DI 2nd Choice +67.0/.67.0 THERMA TRULC cnu�rocl ncc n, Ab I EN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL " FROM ED ,F AND 4" O.C. TYPICAL MAX F121580.1 R-1 TENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 RAT D OR ANIC F T ATTACHED IN ACCORDANCE WITH FL17206.1 R905.1.1 x 7 2"x6" P.T. WOOD JAMB WITH N6 (5) 1/2" DIA. x 8" "1" BOLTS INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FLUSH TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS OUTSWING AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) FL16546.1 FL15279.36 FL20461.1 Siding: 1st Choice +0/-146.3 The Tapeo Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING Shakes NAILS :LY2" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS FL20403.17 2nd CN.A. N.A. AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING N.A. Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON Single Hung (fin) ANCHOR WITH MIN. IA"1" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FIL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17676.8 R9 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +50.0/ 50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 11b" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions- 1st Choice MI WINDOWS M-1926 Vertical Mullion FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/a M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM Mullion EDGE DISTANCE FL 15804.2 Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK WINDOWS 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL18644.3 R-3 2nd Choice 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2- NAILS 10" O.C. IN FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ 46 PSF INT. HURRICANE STORM PANEL MFG. INC. 24" Ga. Galvanized Steel Storm Panels DIRECT M0,,t1NT. TOP 1/4"-20 MALE PANELMATE W/ WINGNUTS AT 121iz" O.C. BOTTOM 1/4"-20 SIDEWALK BOLT w/ POWERS CALK -IN FL16293.1 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: A. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 C) C iu f0 Y 0 O 'rn UT q) tU t � '`le�naiateirtt®' i.0 ..� T v" ag7864 N Tea ; a O cV ' 'Lill O OIL t p m a9i O N 0 N .11e�6 ro a v fi 1N4 I V g Ln0000 q rl - JLL Li (0 W I-g;Z7 W QUI a i°'� 4 N s a lj to w y€q � 13 0 n it Qi y" j u Z-a• �' �818C.-m �DZ Z yp.T " p1.2 11121Sm upp �0 LL m m o gWc ZaMi= a a T (3 o Qo0) _ o� a a)$ ` Www.FDSENG.COM ❑ ❑ ❑ a 8 m r o a+ Z N 0 0 � z � %0 � J S — 1 9 Z CO a) - W .- o E 0 o 0 W to i.ii76. O g c m i b"f) Z) v co z oM•) o V N E 2 LU 00 O r— oo G D = to h N 3 +. C G y� ¢ rn o UD �!IY DAMS HOMES ) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 ' DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 O to z to w N¢� +a CO Q J Lu J m U) (n ao LL Model Name / Number: 1720 Plan Issue Date: Monday, April 20, 2020 KA PROJECT NUMBER: 20-1407 Sheet: -1 Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS TH SELF -ADHERED FLASHING `WEATHER /C RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRU. 1, Cut, fold up & temporarily secur resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather FOLD UP WEATHER RESISTIVE BARRIER & ` TEMPORARILY SECURE WOOD FRAME CONSTR. - .' EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY61N. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY } SELF -ADHERED FLASHINGII DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 314"-l" 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 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR ';ELF -ADHERED FLASHING \`+ f,• r)ECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \H0.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD DOUBLE JOIST 0 WP07 ERIOR 4T. F: v. _DING PAPER IPE n : 12.0 in cm: 30.5 cm) 'E LA -I LDIN(� PAPER .F-ADHERED FLASHING JDOW UNIT 8 WP10 SELF-ADHERI a u SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD WP05 1 SELF -ADHERED FLASHING PATCH )HERED FLASHING WINDOW UNIT (FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a SLOPE material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior 0.3 in : 12.0 in SELF -ADHERED FLASHING covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive (0.6 cm : 30.5 cm) barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, anti fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved 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. --- -- WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based Detail Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Refer to the number marked as ® in each detail that corresponds to the Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to 2� 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper or greater than that of 60-minute tirade D paper and is separated frorr} the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of SELF -ADHERED FLASHING water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes y p g g p CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W1� ®3 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 5. Removo all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6„ expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. RUBBERIZED RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the ADHESIVE surface of the exterior wall finish. Approved corrosion resistant flashlings shall be installed at the following locations: ASPHALT 6. Fold as shown by arrows ADHESIVE SELF ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly t0 fit g y y j g g g y 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the tight to corner exterior wall finish or to the water -resistive barrier complying with, Section 703.2 for subsequent drainage. 8, Mechanically fasten as necessary Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings be installed SCORED shall in accordance with one or more of the following: RELEASE PAPER •` 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed in the �� • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where RELEASE PAPER 70 EXPOSE ADHESIVE A3SHOWN) 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 MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or \ FMA/AAMA/WDMA 400. V 2 5 2. At the intersection of chimneys or other masonry construction witti frame or stucco walls, with projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal copings and sills, 6 4. Continuously above all projecting wood trim. % S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. SELF -ADHERED FLASHING W PIO /� o 6. At wall and roof intersections. INSIDE CORNER 7. At built-in gutters. a 2 4 �- 7a 501 APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W P S ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P I3 INSTALLATION OF THE BUCKIRECEPTOR. WINDOW UNIT SLOPE 0.3in: 12.0in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement ' -Plaster over block 1 st floor Note: The buildinti paper and metal lath must be installed over the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 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 - Vulcurn cauk bottom joint only - Metal Flashing 3-1/2" Unperforated -' nge 7/8" Weep Screed 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all - 1/2" Cement s Plaster Finish Block 2 1/2" Perforated ° Flange 1/2" Weep Screed Slab Install bottom edge of weep screed 1" below i finish floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE ,;l1�rIItP��d 0. 1 O `1a1�0 °• w' . 87 g64 p NO a + 1i0 y . M 1 O h 'F5 E ui N CO CV 00 v c nv 2 0 ' 1 Q yam Lo N rl- �# # ,0 � 2115� €�v� ta��� N 8 0 rZ� w a W(noclia Q �s"0 o_ U4 'o HA& o�LT.�w . 4Oi E65 a°'iv �'+a^� Z anora cv7Cw Z � 3 Z O avi �ht W�Rc° m OJ O ? W•�rn�U LNG IL 00 m Q Q T o�Tia E E y U N _ L9 0 J C1 Cr) 0 o ��� Z W < 0 $„°_ N LL WWW.FDSENG.COM ❑ ❑ ❑ m z N CD m 0 z 10 _) Z N G Q O Q 3 y 0- LL m - Y �J � \ z o CL c O o U LU LU v o E L - w o U ! C m v0a 0 v1 ? ,m m O N -- Lu 000 1- 00 I o _ �, W 0 U c'0 r~ o 4 rn o no �a ai 3 DAMS HOMES vi a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE v Job Information: N L ao c ni 0 r` N M Oo a < c > Ln w E m LO m m m o @ Q J W:D d o o J I� co LL- vi LO Model Name / Number. c 1720 W o0 Plan Issue Date: Monday, April 20, 2020 a m ® KA PROJECT NUMBER: a� 20-1407 Y CN 0 Sheet: W P Of: N WATER PROOF CL 01 DETAILS ILaw 42 42 A/C SLAB BY BLDR MIN 2' FROM WALL Iq° I ION I30 I11 1 I; , 5" bath duct to roof cap w/70 cfm fan EC i OVER E ELT1Q I I Cif. 2:; S1 I#e:a.:::::::`=o:::=:a::'I [ 3?ES5 - : r yN __-----Pl _-____r____-------- I . MASTER 1 i�x6 1 wcd LIVING v sL L1 CEILEL�G 1 0 100 10x6 1wcd 190 �; - - -- I ------------ --- 14x8 1wcd'', 6„ 16x16 rag 112 ; I; w 14". DINING 1C'GEUNG I ; Qu 8 - >I 100 1 1 Ox6 1 wcd ` i DxE 1 wcd 100 65 �y ` 6" Vk E I TIC; KIICHLN 110x6 1 wcd o i L 8X4 1 wcd ; 4rWi. - CELiNC -------- 4 ` � 1 1 W1TI cz- ___-_____!_ I I 11 ill -- ----° I ---_ 18x18 fb ra g 8x4 1 wcd_ a tj. 5 m SHWR L,'' - C;EILIPFCa HALL i W.H fi PLIAN CF PR ,104 IF K, .!' �?" GEE SHM 4 F � , A]LS 2.5 TON W/5KW @240V 1 PH 18x10 plen platform by bldr scale :1 /4"=1'0" J 4" dryer duct to rcof cap w/dryer vent box -ATTIC ACCr.'� _ LOCATF IN HELD � ------------ LLY-W C£ILI,% - BAR GA RAG [m 33 i 10" 1 I 04 &-RAN!3 A;BI✓VF. (13EIR EL,F+1.) —(S03 . y1 /._ • __ I r _ -- " i CENT�OPENiNfa ON WALL --- COS' D II ENTR 11_(Y -- ----- SI _;Zzww Z. -- 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—M16O2.4 balanced return air. EXCEPTIONS 1-3 SLC'I -112 I 85 10x6 1 wcd KaRQ2M 2 VAULT dEIL1140 6'J 0x10 ! 2; G�CI » 8x4 c 61it ............... ............ f I 12x12 rag 14x8 1 wcd 115 _Room 3 EGRESS S LI 5" bcLh duct to roof cap w/70 cfm fan FLOOR PLAN SCALE 1f4R 1`-CJ" ELEVATION 9 Must have a minimum clearance of 4 inches around the air handler I:)er the Mate Energy code. All duct has an r 6 insulation value. AREA CALCULATIONS tat FLOOR 1720 ST, TOTAL ,-TYING IA.C) 1723 S.F. GARME 6 0 S.F. COVERED FNTRY (OASEp 53 S_F- COVERED FA-W/LANN 4`rC S.F 1't'.TALAREA U14 0 E R F00F �7 w M CID 1720 - - - ----------------------------- _ PEan 11me Elate.--_..o..___�_,__- Monday, April 20, 2020 R K},` MOJECT NUMSER: 0-40 7' -t: Auk r; r 4. LOOR PLAN c; Rating 4,11taro =*.&