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HomeMy WebLinkAboutBuilding PlanHeadquarters 11345 U.S. Highway 1 Ir Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 March 7, 2020 J.M. Reid Construction 4220 70th Ave Vero Beach, Florida 32967 01k l ENGINEERING AW AND TESTING Re: 10526 Oakbridge Court Fort Pierce, Florida KSM Project #: 201117-b Dear Mr. Reid: Mailing P.O. Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A. # 5693 KSMenginegfing.net m R3. v ?m 00$3 As requested, KSM Engineering & Testing has performed a subsurface investigation at the referenced site. Presentation of the data gathered during the investigation, together with our geotechnical related opinions, are included in this report. A. Site Description: At the time of drilling, the site was fairly flat and cleared. B. Project Description: A one-story single-family residence and a detached structure are planned to be constructed on the site. Loads from the structures will be transferred to the ground by conventional shallow footings. We estimate the maximum loads will be less than 2,500 pounds per linear foot along the wall foundations. We estimate 2 to 4 feet of site fill will be required to reach the desired grades. FILE COPY Headquarters 11345 U.S. Highway 1 Ir CA IL At Sebastian, FL. 32958 Orlando � Q 723 Progress Way 11� Sanford, FL. 32771 10526 Oakbridge Court Fort Pierce, Florida -2- ENGINEERING AND TESTING C. The scope of our study consisted of the following: Mailing P.O. Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A. # 5693 KSMengineering.net March 7. 2020 1. Performed Standard Penetration Test Borings in the proposed construction area to estimate the subsoil relative density. 2. Measured the groundwater level at each boring. 3. Evaluated the existing soil conditions with respect to the proposed construction and provided recommendations for site preparation and foundation design. 4. Prepared this report to document our findings. D. Site Investigation: The site investigation program consisted of performing four (4) Standard Penetration Test borings (SPT), in the proposed construction area. The SPT borings were terminated at depths of 10 to 14 feet below grade. The locations of the borings are indicated on the attached boring logs. The SPT borings were completed in accordance with procedures described in ASTM D- 1586. A standard 1.5 inch I.D., 2 inch O.D. split -spoon sampler is driven into the soil by successive blows of a 140 pound hammer freely falling 30 inches. The number of blows required to drive the sampler 1 foot, after seating 6 in., is designated the Penetration Resistance, or "N" value. At regular intervals the sampler is extracted from the ground and opened to allow visual examination and classification of the retained soil sample. Also, the groundwater table was allowed to stabilize and the depth of the groundwater elevation recorded from existing grade. The records of the soils encountered, the penetration resistances and groundwater level are shown on the attached logs. Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 I' OIL l ENGINEERING 1%JLyl AND TESTING 10526 Oakbridge Court Fort Pierce, Florida -3- E. Engineering Evaluation and Conclusions: Mailing P.O. Box 78-1377 Sebastian, FL. 32978 Phone:772-589-0712 C.A. # 5693 KSMengineering.net March 7, 2020 Based on the information obtained from this site investigation, we are pleased to offer the following evaluation: The boring logs indicate the subsurface soils consist mostly of fine-grained sand, slightly clayed sand and clayed sand. Some shell fragments were also found in the borings. "N" values recorded during the boring operation indicate the soil density is generally medium dense in the area of the proposed residence and very loose to medium dense in the area of the proposed miscellaneous building. Please refer to the soil boring logs for specific information relative to the soil description. Based on the existing soil conditions, the proposed structures can be supported on a shallow foundation system provided that the site is properly prepared. The following sections provide recommendations for the site preparation and foundation design. F. Site Preparation: Due to the very loose soils encountered in the area of the proposed detached structure, our recommendation in this area are to remove approximately 2 feet of the existing surface soils in order to properly compact the underlaying soils. Excavated fine sand may be reused as long as it is not mixed with any organic or otherwise deleterious materials. After the existing soils have been excavated to a 2 foot depth and 5 feet beyond the limits of the proposed detached structure, sufficient passes should be made during compaction operations to produce a density no less than 95 percent of its modified dry Proctor value (ASTM D 1557) to a depth of two feet. The building area then can be filled in loose layers of 12 inches thick and compacted to achieve 95 percent of the modified Proctor maximum dry density (ASTM D 1557). The proposed one-story residence area and areas to be paved, plus a minimum margin of five feet beyond the proposed construction shall be stripped and grubbed of surface debris, including vegetation, roots and organic matter. The building area should be graded level and proofrolled. Any soft yielding areas shall be excavated and replaced with clean compacted fill. Sufficient passes should be made during compaction operations to produce a density no less than 95 percent of its modified dry Proctor value (ASTM D 1557) to a depth of two feet. Headquarters a IL At ENG1 11345 U.S. Highway 1 Sebastian, FL. 32958 LVL AND Orlando 723 Progress Way Sanford, FL. 32771 10526 Oakbridge Court Fort Pierce, Florida M me Mailing P.O. Box 78-1377 GSebastian, FL. 32978 Phone:772-589-0712 C.A. # 5693 KSMengineering.net March 7. 2020 After the exposed surface has been proofrolled, the building and pavement areas may be filled to the desired grades. The fill material shall consist of clean granular sand containing less than 10% material passing the U.S. Standard No. 200 mesh sieve. Place structural fill in loose layers of 12 inches in thickness and compact each lift to at least 95 percent of its modified dry Proctor value. We do not recommend heavy vibratory equipment on this site due to the proximity to the neighboring structures. After excavating for the footings, the disturbed footing subgrade should be recompacted to 95 percent (minimum) of its modified dry Proctor value. This can be best achieved by making several passes with a relatively light -weight walk -behind vibratory sled or roller. G. Foundation: Provided that our recommendations for site preparation are followed, the proposed structures may be supported on conventional concrete, steel reinforced footings designed for an allowable soil bearing pressure of 2,000 pounds per square foot, or less. With the foundation properly designed and the site properly prepared, we anticipate total settlements less than 3% of an inch and differential settlement of less than '/4 of an inch. The majority of the settlement should occur during construction. H. Floor Slabs: A conventional slab -on -grade can be used in the "at grade" portion of the buildings. We recommend the disturbed subgrade below the floor slab be re -compacted to 95 percent of the modified Proctor maximum dry density (ASTM D 1557) prior to placement of the concrete. An estimated modulus of subgrade reaction of 150 pounds per cubic inch (pci) can be used for design of the slab -on -grade. We recommend that control joints be incorporated in the slab at frequent intervals to control shrinkage cracks. A moisture barrier is recommended beneath the floor slab to prevent moisture migration from the underlying soil resulting in dampness of the slab. Headquarters nml t f _� Mailing P.O. Box 78-1377 11345 U.S. Highway1 1 Sebastian FL.32958 s TFIAT—f Sebastian, FL.32978 Orlando § § VU Phone:772-589-0712 723 Progress Way C.A. # 5693 Sanford, FL. 32771 KSMengineering.net 10526 Oakbridge Court -5- March 7, 2020 Fort Pierce. Florida I. Closure: This report has been prepared in accordance with generally accepted soil and foundation engineering practices based on the results of the test borings and the assumed loading conditions. No warranties, either expressed or implied, are intended or made. This report does not reflect any variations which may occur between the borings. If variations appear evident during the course of construction, it would be necessary to re-evaluate the recommendations of this project. Environmental conditions, wetland delineation, water quality, and municipal requirements are not a part of this report. We are pleased to be of assistance to you on this phase of your project. When we may be of further service to you or should you have any questions, please feel free to contact the office. E-mail to: julian@jmreidconstruction.com KSMEngineering sTesting BORING NUMBER B-1 PAGE 1 OF 1 `8-1377 11Ai1V1 S basiao FL 32978 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT J.M. Reid Construction PROJECT NAME 10526 Oakbridce Court PROJECT NUMBER 204117-b PROJECT LOCATION Fort Pierce Florida DATE STARTED 3/5/20 COMPLETED 315/20 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample �Z AT TIME OF DRILLING 3.75 ft LOGGED BY MS/CS CHECKED BY JEK AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING -- LLI Q. e ♦ SPT IN VALUE a 20 40 60 80 ~ � d O z Q m Z PL' MC LL O MATERIAL DESCRIPTION ',. M j m0> w Y` �" 20 40�60 80 o Z W O? O X ❑ FINES CONTENT (%) ❑ o a o Dark Brown Sand .' :. z. ... .. SS 3-4-3 (7) Dark Brown Slightly Silty Sand .......:...:.;..:.......:....:..:.....,. 4 SS 2-1-1 ..... - ....... .:..... (2) Light Gray Slightly Clayed Sand 1-2-2. SS (4) .....:...... .... ..... Light Gray Slightly.Clayed Sand with Traces of Shell 3-4-3 SS (7) SS3-3-3 _.i....... i....... ........ (6) Bottom of borehole at 10.0 feet. 1'. KSM Engineering s Testing BORING NUMBER B-2 TT ('��,f 78-1377 an, PAGE 1 OF 1 LliJ1V1 S bas FL 32978 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT J.M. Reid Construction PROJECT NAME 10526 Oakbridge Court PROJECT NUMBER 201117-b PROJECT LOCATION Fort Pierce Florida DATE STARTED 3/5/20 COMPLETED 3/5/20 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample NZ AT TIME OF DRILLING 3.83 ft LOGGED BY MS/CSCHECKED BY JEK AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING -- W e ♦SPTN VALUE♦ p ' Lu 20 40 60 80 � CO d O PLI—+�L 0.9 O MATERIAL DESCRIPTION a0 > O� ¢ m0> w y Y" z a �'-' 20 40 60 80- o U z N2 W a o❑ FINES CONTENT (%o) ❑ 0 - 20 40 60 80 Brown Sand SS 3 4 5 .. .. .. :....... :.......:.......:...... (9) ..... . .,;.. . Q Dark Gray Slightly Clayed Sand 5-5-4 SS (9) .. .................i....... i....... Light Gray Slightly Clayed Sand SS 9-99 ( 9) .. ...... :....... :....... ..... Light Gray Slightly Clayed Sand with Traces of Shell 6-7-6 a.. SS (13). i....... ....... .. ... .. SS 5-6-6 Bottom of borehole at 10.0 feet 1 y e u 'e u n i KSM Engineering & Testing BORING NUMBER B-3 Box 783 KSMP.O. Sebastian, FLL32978 PAGE 1 OF 1 Tel: (772)589-0712 Fax:(772)-589-6469 CLIENT J.M. Reld Construction PROJECT NAME 10526 Oakbridge Court PROJECT NUMBER 201117-b PROJECT LOCATION Fort Pierce, Florida DATE STARTED 3/5/20 COMPLETED 3/5/20 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING 3.75 ft LOGGED BY MS/CS CHECKED BY JEK AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING -- W e w rr ♦ SPT N VALUE O � = > w S 20 40 60 80 DESCRIPTION p QMATERIAL a 2 m O> Y }¢ 20 40 0 80 f7 aZ W UZ O p' ❑ FINES CONTENT (%) ❑ 0 co IX0. o 20 40 60 80 Brown Sand ..:.: SS &5-5 ...... (10) .. ..:.......:::: _:.:.......:....... ,... Dark Gray Slightly Cloyed Sand 4-2 2 ......-.:....:...:...a.::..::....... .. - .. ., .. SS (4) 5 Light Gray Slightly Cloyed Sand .. .. SS 8-8-7 i....... i....:..i....... i... ...': (15) .... :�:: Light Gray Slightly Clayed Sand with Traces of Shell ... .=:..:.......:....... --: :.;.:. SS 5-54 .,,.,_ .. 10:t.�: SS 5-6-8 (12) °.:'�� . Light Gray Clayed Sand with Traces of Shelly. ij psSI 3-3-4 (7) h Bottom of borehole at 14.0 feet. rc W rc w m i m Y_ N U O m 0 7 m W LL m Y I Y m v l_V O H (J m 3 N J O F m H Z m F O a x m x U W F O w O KSM Engineering & Testing BORING NUMBER B-4 x 78-1377 PAGE 1 OF 1 KSM S basstian, FL 32978 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT J.M. Reid Construction PROJECT NAME 10526 Oakbridae Court PROJECT NUMBER 201117-b PROJECT LOCATION Fort Pierce Florida DATE STARTED 315/20 - COMPLETED 3/5120 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample VAT TIME OF DRILLING 3.75 ft LOGGED BY MS/CS CHECKED BY. JEK AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING -- w o ♦ SPT N VALUE w 20 40 60 80 PIL MC LL . ~a 0 Wmw� Q w.' Za ~ a MATERIAL DESCRIPTION > z 0> 20406080 L o oQ Z Lu a z a o ❑ FINES CONTENT (%) ❑ 20 40 60 80 0 Brown Sand .. .. .. ; .... SS 3-4-4 .. .. ;. Light Gray Slightly Clayed Sand ........... .............. ..... ... ". 5-fi-4 5.................... ;.,. :....... :....... ' SS 6-6-7 Light Gray Clayed Sand !:.:.:. (13) ...:.......:.:.....:.:..::...:..... " . :.. 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PV. b) ✓ ,F 8 TRAYAB J ,, � aTRUCTlON,INC.- AsOR°50'12" (p) PROJECT: 10526 HEET 1 OF 1 ERMIT #: TOJECT #: 201117-b Fort u 38'S5"R U" +qa 30"E 284.4T s� ep PRWAPL aEaCAmXP ) q aAL.f R wx-4 LOT 3 'I to qnm -¢° 9 a 1rOUND %"-IRC r s LB 4440 POUND %v RAC 2 GO 4"0 ®i C3 - _,fa PTuan , 38 F 131 'a N81 36 55"N (P) "� ri0P&@"@0"If 18R 9D' iP) WF a OMBwDY smms;PX (PL. e>. Pa. S) OF TESTS Scale I. feet I Inah = 40 Feet, FOUND W IRON ROD DENT 60UTH 5.0'6 FOUND %" IBC ' LB 4044 a P6M 2U16d@ PCP e BY: C.V. :0 BY: J.K. 20200307 NONE Project Number: 19RO23 j 80' - 0" 28' 3 1/2" 16' 4 5/8" 17 8° 17' - 7 7/8" 10 18' - 10" 9' - 5 1/2" 7' - 10 1/2" 8' 6 1/8" 17'-8" 8' - 8 7/8" 5 - 9 3'-2" 01 O O A 5' 10 5/8 4' 0 �� .1 00 00 50 00 - B BOO OpQ COVERED PATIO 0 O O _ MASTER BATH MASTER BEDROOM 00 =O - 3 b O 6 0 v , Door Schedule Mark Size and Type Design Pressure (PSF Min.) 1 3080 W (2) 12" S.L. +31/-34 2 16' x 8' OHD +28/-33 3 6080 Swing +30/-32 4 (4) 3080 Swing Fixed at Ends +28/31 5 3080 Swing +31/-40 6 2880 per FBCR302.5.1 7 3080 Bifold 8 3080 Bifold 9 2880 per FBCR302.5.1 10 2880 per FBCR302.5.1 11 2880 per FBCR302.5.1 12 4080 13 4080 Opening 14 4080 15 2080 Bifold 16 z080 Bifold 17 3280 Pocket 18 3280 Pocket 19 3280 Pocket 20 12880 21 12880 22 12880 per FBCR302.5.1 RECEIVED FEB 19 2B20 ST. Wde County, Permitting G oN o Q) E 0 0 U .0 c w 0 o ° c a 'c D_ 0 Z a ~ O N w N +' m E F r\-I !a- O v Ei a t N co Lij ^ m N < LU W LU o O _ Q Q H.B. 21 J m ^ O N O [^ 4 m BATH 3 0 Oo _ a S2 19 20 DINING BEDROOM O = ^ E o c 11' - 6 1/2" 5' - 0" *1118 FREEZ R01 :III o E = W.LC 10 m W ti m. 00 O O , I m -------------- -- -- 9 _ o 10 25/8 0 11 3 4 45/8 --=--- n LAUNDRY 18 O ill Ili DW ATTIC ACCESS v AHU o WH LD� oo E O , Ii m m GREAT ROOM .STORAGE/ Ln O � rn 10 PANTRY Tn co " o ,. Tt ACCESS 1 1001 KITCHEN 00 II � L - - 15" CABINETS 14 O _ _ 0' GARAGE `^ 1' - 8" ® ^ c�a REF. _� 16 °? 'BO ko 8 2 15 12 L SET Window Schedule Mark Window Size Egress Design Pressure (PSF Min.) Width Height A 3' - 0" 6'- 0" +32/-42 B 3'- 0" 6' - 0' +32/-35 C 3'- 0" - 6' - 0" +32/-35 D 3' - 0" 6'- 0" +32/-35 E 3' - 0" 6'- 0" +32/-35 F 3' - 0" 6'- 0" +32/-35 G IS'- 0" 2'- 0" +32/-35 H 3' - 0" 6'- 0" Yes +32/-35 1 3' 0"- 61- 0 Yes +32/-35 i 3 0" 6'- 0" +32/-35 K 3' - 0" 6'- 0" Yes +32/-35 L - 5 0' 2'- 0 COL 3:12-17 y 0 c 0 .J Z m c chi G p 0 E W r o (D v W � N z z v Z rn " rn w _. N 9 LL Mt Z o u N `° x O 'D 0 y rn crUwz L > W N W < E2m41. Q C U c > a p Z c Ask°c N .04 h°Z. O O OopJi Oi < oozy 7UU d Z`> Z m Q.� a 'a c 01 0 en m v e oN 13 W r a r� ryry CRAFT ROOM r FOYER DEN / STUDY U ] =O w PANTRY Z W U o 00 o W 26' - 6 1/4" 10'- 4 3/8" 00 12'- 0" 8'- 0" 12' - 2 5/8" � ® � � J o ^ in s W V) h N o UJ U o H W J S 13 - 4 5/8" 31' - 0" 1 10'- 3 3/8 10'- 7 3/4" 6'- 8 1/4" 5 o I 1 LO Q �[ - jLL _ I ❑ Q o COVERED PORCH f fl W ® v ---- — ---- ---- --- ----- --- UJ J a ;.. , .: u 12' - 6 5/8" 12' - 10 5/8" 13' - 2 5/8" Z Ill o 38'-8' Q ui L I 4!m J H LL 72' 0„ 4'- 8" 3'- 4 LLL ® w r r U m 1 I 80' - 0" 1 LU 1 2 3 4 5 6 7 8 Floor Plan - Residence a l�N anao a REVIEWED FOR 5 I Im 1 Floor Plan - Residence 00 1/4" 1-p CODE COMPLIANCE Sl.l ST. LUCIE COUNTY N OCC 3 F 1 - N i _ - FILE COP c ABBREVIATIONS: AB ANCHOR BOLT AFF ABOVE FINISHED FLOOR ADJ ADJACENT ARCH ARCHITECTURAL BLDG BUILDING BM BEAM BOT BOTTOM BRG BEARING G CONTROL101NT CL CENTERLINE CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE COND CONDITION CONT CONTINUOUS CONST CONSTRUCTION CLG CEILING DBL DOUBLE DIA DIAMETER DR DOOR DWG DRAWING EA EACH El EXPANSIONJOINT ELECT ELECTRICAL FOR ENGINEER OF RECORD EQUIP EQUIPMENT FF FINISH FLOOR FT FOOT/FEET GA GAUGE GC GENERAL CONTRACTOR GYP GYPSUM MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MIN MINIMUM NITS NOT TO SCALE O.C. ON CENTER OPT OPTIONAL OSB ORIENTED STRAND BOARD PLY PLYWOOD PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PT PRESSURE TREATED REINF REINFORCEMENT REDID REQUIRED RO ROUGH OPENING RTU ROOFTOP UNIT SCH SCHEDULE SHTHG SHEATHING SIM SIMILAR SMS SHEET METAL SCREWS SP SOUTHERN YELLOW PINE SPF SPRUCE PINE FIR STL STEEL STR STRUCTURAL SGD SLIDING GLASS DOOR SQ SQUARE T&G TONGUE AND GROOVE TOR TOP OF BEARING TYP TYPICAL LINO UNLESS OTHERWISE NOTED VERT VERTICAL SITE WORK: 1. SOIL A. ALL ORK SHALL CONFORM TO THE', FINAL GEOTECHNICAL REPORT AND THE FINAL GRADING PLAN ACCEPTED BY THE AUTIRACTOR ORITY HAVING JURISDICTION. B. IF TSOILS REPORT IS NOT AVAILABLE, SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 1,800 PSF. C. CON SHALL VERIFY COMPACTION REQUIREMENTS PRIOR TO THE EXECUTION OF WORK. DISCREPANCIES SHALL BE BROUGHTTO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK. D. FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED FILL, FREE OR ORGANIC MATTER AND COMPACTED TO 95%OF THE MODIFIED PROCTOR, UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT. E. THE SOILS WITHIN 15 FEET OF THE PROPOSED BUILDING PAD SHALL BE FREE OF ANY WOOD, VEGETATION. STUMPS, CARDBOARD, TRASH, OR OTHER DELETERIOUS MATERIAL. F. WATER MANAGEMENT AT THE PERIMETER SHALL BE MAINTAINED AND SHALL INCLUDE: a... CONDENSATE DRAINS AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 12" FROM BUILDING. b. IRRIGATION / SPRINKLER SYSTEMS, INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 16" OF BUILDING. C. LANDSCAPE SHALL BE INSTALLED AT LEAST 24" AWAY FROM BUILDING PERIMETER. G. ANY F ILL BROUGHT TO THE SITE SHALL MEET PROJECT. REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 2. SOILTREATME14T A. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES BAITING SYSTEMS, AND/OR PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS B. BOXE I AREAS IN CONCRETE FLOORS FOR INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR APPROVED PLASTIC FORMS. FORMS SHALL BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER INITI LTREATMENT. C. PRO IDE VAPOR HARRIER IMMEDIATELY FOLLOWING SOIGTREATMENT. D. A LICENSED PEST CONTROL COMPANY SHALL SUBMIT A CERTIFICATE. OF COMPLIANCE TO THE BUILDING DEPARTMENT AT COMPLETION OF TREATMENT. E. AFTER COMPLETION OF WORK, ALL LOOSE WOOD, CONSTRUCTION DEBRIS, AND ORGANIC MATERIAL SHALL BE REMOVED FROM WITHIN 16" OF BUILDING PERIMETER. CONCRETE: 1. CONCRETE HGT HEIGHT W/ WITH A. ALL w ORK SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318. HORIZ HORIZONTAL WIC WALK IN CLOSET B. CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE: HB HOSE BIB WD WOOD -AREA STRENGTH (PSI) SLUMP AGGREGATE SIZE INS INSULATION WWF WELDED WIRE FABRIC PRE-ENGINEERED WOOD TRUSSES: 1. GENERAL A. NO MODIFICATIONS TO THE TRUSS LAYOUT SHOWN ON THIS PLAN SHALL BE MADE WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD. B. ALL TRUSSES AND TRUSS DETAILS SHALL BE DESIGNED, SPECIFIED, AND CERTIFIED BY THE REGISTERED ENGINEER OF THE TRUSS MANUFACTURER. C. TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. D. TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS AND SUBMIT SHOP DRAWINGS WITH CALCULATIONS SIGNED BY FLORIDA REGISTERED TRUSS ENGINEER TO THE ENGINEER OF RECORD AND GENERAL CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. E. TRUSS DESIGN AND FABRICATION SHALL COMPLY WITH TRUSS PLATE INSTITUTE (TPI). F. TRUSS MANUFACTURER TO FOLLOW GABLE END DETAIL FOR ADDITIONAL LOADING REQUIREMENTS (AS OCCURS). 2. MATERIALS A. TRUSS MANUFACTURER SHALL DESIGN ALL TRUSSES AND TRUSS COMPONENTS FOR LOADS SPECIFIED IN NOTES. B. TRUSSES SHALL BE DELIVERED TO THE PROJECT SITE WITH THE FOLLOWING MINIMUM DOCUMENTATION SUPPLIED BY THE TRUSS MANUFACTURER. a. GABLE END BRACING DETAILS AND RECOMMENDATIONS b. LATERAL BRACING AND RESTRAINT DETAILS C. CONTINUOUS LATERAL BRACING (CLB) INSTALLATION REQUIREMENTS d. PIGGYBACK INSTALLATION DETAILS e. CONVENTIONAL FRAMED VALLEY DETAIL f. TOE NAIL DETAIL FOR JACK TRUSSES 9. TWO PLY CONNECTION DETAIL 3. EXECUTION A. ERECTION OF TRUSSES. SHALL BE IN ACCORDANCE WITH THE BUILDING COMPONENTS SAFETY INFORMATION PUBLICATION, BCSI 1-15. THE ERECTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WOOD TRUSS HANDLING AND FOR PROPER TEMPORARY AND PERMANENT BRACING. TRUSSES SHALL BE MAINTAINED IN PROPER ALIGNMENT AND SHALL NOT BE STRUCTURALLY DAMAGED. B. TRUSSES ARE NOT SAFE OR STABLE UNTIL ALLSHEATHING, CONNECTORS, AND BRACING HAS BEEN INSTALLED. CONTRACTOR SHALL NOT REMOVE SHORING UNTIL SYSTEM IS COMPLETE. C. TRUSSES SHALL BE INSTALLED AS INDICATED IN THE LAYOUT SUPPLIED BY THE TRUSS MANUFACTURER AND NOT LESS THAN 24" ON CENTER. D. PERMANENT 2x4 HORIZONTAL BRACING SHALL BE INSTALLED ON TOP OF THE BOTTOM CHORDS OF ALL ROOF TRUSSES WITH SPANS GREATER THAN 10'. BRACING SHALL BE NAILED WITH (2) IOd NAILS AT EACH TRUSS AND SPACED NO MORE THAN 10' ON CENTER. E. FLOOR FRAMING SHALL BE PRE-ENGINEERED FLOOR TRUSSES OR MANUFACTURED LUMBER SPACED AT 24" ON CENTER SLAB 3,000 PSI (28 DAYS) 4-6 3/4 -2 LUMBER MAXIMUM, UNLESS NOTED OTHERWISE ON DRAWINGS. K51 KIPS PER SQUARE INCH W/O WITHOUT FOOTERS 3,000 PSI (28 DAYS) 4"-6" 3/4" - 2" 1. MATERIALS F. FLOOR FRAMING SHALL BE LOCATED TO ACCOMMODATE MECHANICAL AND ELECTRICAL LAYOUT. MAS MASONRY WDW WINDOW C. GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO A. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN PLACING ANY CONCRETE, FASTENERS: THE DESIGN CRITERIA: Sheet List Page No Sheet Name Sheet Number 1 General Notes SO.1 2 General Notes SO.2 3 Floor Plan - Residence S1.1 4 Elevations - Residence S1.2 5 Foundation Plan Residence S1.3 6 Roof Framing Plan Residence S2.1 7 Electrical Layout, Calculations and Riser Diagram S3.1 8 Mechanical S3.2 9 Wall Sections and Details S4.1 10 Details S4.2 MASONRY: 1. MATERIALS A. ALL HOLLOW LOAD BEARING CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N, TYPE II. B. COMPRESSIVE STRENGTH OF ALL CONCRETE MASONRY UNITS (CMU) SHALL BE 2000 PSI MINIMUM BASED ON THE NET CROSS SECTIONAL AREA. C. MORTAR SHALL BE TYPE S AND SHALL CONFORM TO ASTM C270. D. GROUTING SHALL BE AS SPECIFIED IN NOTES. 2. EXECUTION A. ALL CONCRETE MASONRY UNITS SHALL BE LAID IN FULL SETTING BED AND IN RUNNING BOND UNLESS NOTED ON DRAWINGS. e. ALL EXTERIOR MASONRY WALLS SHALL HAVE 9 GAUGE "LADDER TYPE" HORIZONTAL REINFORCEMENT LOCATED EVERY 16" ON CENTER VERTICAL. CORNERS SHALL USE PRE-FAB "L" AND "T' SECTIONS. C. OVER ALL MASONRY OPENINGS AND WALLS, PROVIDE PRE -CAST LINTELS, CAST -IN -PLACE CONCRETE TIE -BEAMS, BOND BEAMS, OR OTHER HEADERS AS INDICATED ON DRAWINGS. a. LINTELS AND BOND BEAMS SHALL BE REINFORCED AND FULL GROUTED SOLID UNLESS OTHERWISE INDICATED ON DRAWINGS. b. TIE -BEAMS SHALL BE REINFORCED AND POURED SOLID WITH CONCRETE C. VERTICAL REINFORCING AT OPENINGS SHALL BE AS INDICATED ON DRAWINGS. D. VERTICAL FILLED CELLS SHALL MEET THE FOLLOWING: a. HAVE A MINIMUM OF ONE #5 REBAR, LAPPED FOR FULL LENGTH OF FILLED CELL b. VERTICAL REINFORCING SHALL BE LAPPED TO FOUNDATION DOWEL EMBEDDED IN FOOTING. c. TERMINATE VERTICAL REINFORCING ATTHE TOP WITH A STANDARD ACI HOOK, LAPPED TO HORIZONTAL REINFORCING IN BOND BEAM, TIE -BEAM, OR LINTEL. d. REFER TO CONCRETE NOTES FOR GROUT AND REINFORCEMENT REQUIREMENTS. E. PROVIDE TEMPORARY BRACING FOR ALL CMU WALLS AND STEM WALLS DURING CONSTRUCTION. F. PROVIDE MASONRY CONTROL JOINTS AS REQUIRED BY ACI 530. G. IF DOWELS ARE MISPLACED OR MISSING, THE FOLLOWING REMEDIAL ACTION SHALL BE TAKEN AS APPROPRIATE: a. IF THE WALL HAS NOT BEEN BUILT; DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE CORRECT LOCATION, INSTALL A 36" LONG #5 REBAR WITH SIMPSON TIE "SET EPDXY". FOLLOW THE MANUFACTURERS REQUIREMENT REQUIRING CLEANING THE HOLE AND MIXING THE EPDXY. b. IF THE WALL HAS BEEN BUILT: PRIOR TO LINTEL POUR OPEN THE WALL ATTHE CORRECT LOCATION, APPROXIMATELY 16" HIGH AND 14" WIDE AT THE FLOOR, DRILL AND EPDXY THE REBAR AS DESCRIBED ABOVE, LAP VERTICAL STEEL TO THE TIE OR BOND BEAM. FORM WALL AND POUR SOLID WITH GROUT, CONSOLIDATING AS NECESSARY. H. CURE MASONRY SURFACES FOR 3 DAYS. D. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING: B. LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER 1. MATERIALS a. PORTLAND CEMENT-ASTM CSSO ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. A. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN b. AGGREGATES: COURSE AGGREGATE: ASTM C33, LIGHTWEIGHT: ASTM C330, FINE: ASTM C33 C. LUMBER 2" OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19% IN MOISTURE CONTENT AT THE TIME OF INSTALLATION ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. E. WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE. AND SHALL BE STAMPED "S-DRY", "K-D", OR "MC15". ALL LUMBER SHALL BE 545. e. CONNECTORS FORTRUSS TO TRUSS COMPONENTS SHALL BE SPECIFIED PER THE TRUSS MANUFACTURER. F. WATER SHALL NOT BE ADDED TO THE MIX ONSITE UNLESS SPECIFICALLY APPROVED IN THE MIX DESIGN SPECIFICATIONS PER D. ALL ROOF FRAMING MEMBERS ABOVE THE CEILING LINE SHALL BE SOUTHERN PINE #2 GRADE OR BETTER. C. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED THE SPECIFIED VOLUME. E. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALL SHALL BE SPF #2, OR BETTER, UNLESS NOTED OTHERWISE ON OR STAINLESS STEEL. G. ADMIXTURES SHALL CONFORM TO THE MIX DESIGN. DRAWINGS. D. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED 2. TESTING AND SAMPLING F. INTERIOR NON -BEARING WALL MAY BE 2x's WOOD OR LIGHT GAUGE METAL STUDS AT 24" ON CENTER. WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS: A. ALL TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH ASTM REQUIREMENTS. TEST 2, EXECUTION a. WOOD TREATED WITH DOT SODIUM BORATE- MINIMUM G90 ZINC COATING REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO FURTHER CONSTRUCTION. A. WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS. b. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE (NON -DOT) - MINIMUM G185 ZINC COATING B THREE CYLINDER TEST SAMPLES SHALL BE MADE DURING EACH DAY SEQUENCE Y CYLI D D S E U E PER EVER 50 YARDS. TWO SLUMP TESTS PER B. W COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE. FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL CO Q C. FOR ALL OTHER TREATMENT - COMPLY 0 PLY WITH TH E HE RECOMMENDATIONS OF THE PRESERVATIVE WOAD SUPPLIER ASTM C143) SHALL BE PERFORMED AND RECORDED FOR EACH BATCH, ONE ATTHE BEGINNING AND ONE AT THE END. C. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE NOMINAL 41NCHES WIDE SPACED AT 16" ON CENTER d. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD _ a. ONE CYLINDER SHALL BE BROKEN AT DAYS AND ONE AT 28 DAYS. RESERVE CYLINDER WILL BE NEEDED IF SECOND MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2. EXECUTION TEST FAILS SPECIFICATIONS. D. ALL LUMBER IN CONTACT WITH CONCRETE/MASONRY/DIRT OR EXPOSED TO THE WEATHER SHALL BE NATURALLY DURABLE A. HANGARS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND C. SUBMIT TEST RESULTS TO ENGINEER OF RECORD WITHIN FIVE DAYS OF RESULTS. MATERIALS OR PRESSURE TREATED. INSTALLATION. 3. GROUT E. DOUBLE TOP PLATES OF FRAMED WALLS SHALL BE LAPPED 24 INCHES MINIMUM. B. ALL PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS / SCREWS / ANCHORS INSTALLED IN ACCORDANCE WITH THE A. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. F. USE LEGEND BELOW FOR CONVENTIONAL FRAME AND OVER -BUILT FRAMING MEMBERS AND CONNECTIONS, SPACING BELOW CONNECTOR SCHEDULE AND MANUFACTURERS SPECIFICATIONS, FULLY DRIVEN. B. CONTRACTOR SHALL ADD PLASTICIZER TO GROUT MIXTURE IS 24" ON CENTER C. ALL SOLE PLATES SHALL BE AS DESCRIBED HEREIN AND SHALL MEET THE FOLLOWING: C. FILL CMU CELLS SOLID WITH GROUT AT ALL UNITS RECEIVING REINFORCEMENT AND AS NOTED ON DRAWINGS AND SECTIONS. RAFTER 2x4 SYP 2x6 SYP 2x8 SYP 2x10 SYP 2x12 SYP a. ALL ANCHOR BOLTS SHALL HAVE 2"x2"x1/s" PLATE WASHERS UNLESS NOTED OTHERWISE. b T D. FILL SOLID FIRST COURSE BELOW CHANGE IN WALL THICKNESS AND Al TOP OF ALL CMU WALLS. MAX. SPAN 5'-0" 8'-0" 12'-0" 15'-0" 19'-0.. BOL S SHALL RE LOCATED AT CORNERS AND JAMBS AND WITHIN 6 OF EACH END OR JOINT IN PLATE. E. GROUT SHALL BE PLACED FLUSH TO THE TOP OF ALL LINTELS AND BOND BEAMS, CONSOLIDATE AND RE -CONSOLIDATE GROUT G. RIDGE AND VALLEY MEMBERS SHALL HAVE A NOMINAL DEPTH OF 2 INCH LARGER THAN RAFTERS AND SHALL BE TWO PLY FOR C. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE MIDDLE THIRD OF THE PLATE WITH VIBRATOR FOR FULL HEIGHT OF FILLED CELLS, BOND BEAMS, AND LINTELS. MEMBERS LONGER THAN 16-0". LENGTH. 4. REINFORCING H. HEADERS SHALL BE AS SPECIFIED IN HEADER SCHEDULE WITH STUDS AND STRAPPING SPECIFIED HEADERS SHALL BE d. SLEEVE ANCHORS AND EXPANSION ANCHORS ARE NOT PERMITTED AT EXTERIOR WALLS. A. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60. SOUTHERN PINE #2 OR BETTER, MINIMUM HEADER UNLESS NOTED OTHERWISE SHALL BE (2) 2x12. D. REFER TO THE SOLE PLATE ANCHORAGE SCHEDULE ATTACHMENTS OF PLATE TO CONCRETE OR MASONRY. B. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS. n I. A BUILT UP OR SOLID SAWN COLUMN SHALL BE INSTALLED UNDER GIRDERS AND / OR BEAMS IN BEARING WALLS AS NOTED C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS ON DRAWINGS. DOORS AND WINDOWS: INDICATED IN THE DRAWINGS. J. FIREBLOCKING SHALL BE INSTALLED AT ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS. 1. GENERAL `' ` ` ` a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3" a. BLOCKING SHALL BE IN THE FOLLOWING LOCATIONS: A. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE OR GENERAL NOTES. ' _ b. CONCRETE EXPOSED TO EARTH OR WEATHER - 1.5" - -`• CONCEALED SPACED OF STUD WALLS AND PARTITIONS; - ,;. •' `,. PLAN. THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE (AHD) WIND PRESSURES. wi �.� C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND-3/4" VERTICALLY AT CEILING AND FLOOR LEVELS. " '" '' "` - B. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE. 1. DESIGN CODE D. MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE) HORIZONTALLY AND INTERVALS EXCEEDING 30 FEET. G GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH FBC-R 308. A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN +.� BAR SIZE MASONRY CONCRETE BETWEEN HORIZONTAL AND VERTICAL SPACES SUCH AS SOFFITS, DROP CEILINGS AND CO -CEILINGS. D. OPENINGS FROM A PRIVATE GARAGE TO RESIDENCE SHALL MEET FBC-R 302.S.1. COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS 1500 PSI 2000 PSI 3000 PSI 4000 PSI - AT OPENINGS AROUND VENTS, PIPES, CABLES, AND WIRES AT CEILINGS AND FLOOR LEVELS. E. SHUTTERS (IF INSTALLED) SHALL MEET FBC-R 301.2.1.2. DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE #4 24" 21" 27" 15" .. b. FIREBLOCKING SHALL BE: F. OPENING NOTATIONS DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: - " SIXTH EDITION, BUILDING, FBC. xjL, '& "' #5 30" 26" 21" 19" - 21NCH NOMINAL LUMBER, OR a. WIDTH (FEET INCHES) x HEIGHT (FEET INCHES). EXAMPLE: 21068 = 2'-10" WIDE x 6-8" TALL a. 2017 FLORIDA BUILDING CODE, r #6 36" 31" 26" 22" ONE THICKNESS OF 23/32' WOOD STRUCTURAL PANELS WITH JOINTS BACKED WITH 23/32" WOOD b. TWIN OR DOUBLES: EXAMPLE (2) 3050=Two T-0" WIDE x 5'4' TALL WINDOWS MULLED TOGETHER N SIXTH EDITION RESIDENTIAL FBC-R. b. 2017 FLORIDA BUILDING CODE, - #7 42" 46" 37" 32" STRUCTURAL PANELS, OR 2. MATERIALS -' C. 2017 FLORIDA BUILDING CODE ENERGY, FBC-E. _- "" #8 48" 53" 43" 37" 1 /z' GYPSUM BOARD, OR A. THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF d. 2017 FLORIDA MECHANICAL CODE, FBC-M. '� E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS BAR SUPPORTS SPACERS OR HANGERS AS RECOMMENDED OTHER APPROVED MATERIALS PER THE CODE. APPROVAL (MIAMI NOA`OR FBC APPROVAL). e. 2014 NATIONAL ELECTRIC CODE, NEC 2014. .." - BY ACI DETAILING MANUAL. B. THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE PROTECTED f. 2017 FLORIDA PLUMBING CODE, FBC-P. F. PLACE (i) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED ATTHE OUTSIDE SHEATHING: WITH AN APPROVED IMPACT RESISTANT COVERING. B 2017 FUEL GAS CODE, FBC-FG. BAR OF FOUNDATION CORNERS. 1. MATERIALS C. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, WHICH SHALL REMAIN UNTIL h- FLORIDA FIRE PREVENTION CODE, SIXTH EDITION, FFPC. G. WELDED WIRE MESH, IF USED, SHALL BE IN ACCORDANCE WITH ASTM A85 AND SHALL BE 6x6-W1.4xW1.4, UNLESS NOTED A. SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-09 J ANSI A 199.1. ALL SHEETS SHALL BEAR APPROPRIATE GRADING STAMP FINAL INSPECTION 15 PASSED BY LOCALAUTHORITY HAVING JURISDICTION. L NATIONAL FIRE PROTECTION ASSOCIATION, NFPA. OTHERWISE ON DRAWINGS. OF APAAND SPAN RATING. D. ALL FENESTRATIONS (WINDOWS, DOORS, AND GLAZED BLOCK) SHALL COMPLY WITH THE FOLLOWING U FACTORS AND 2. DESIGN CRITERIA a. INSTALL WELDED WIRE MESH IN THE MIDDLE OF THE SLAB AND SUPPORT WITH APPROVED MATERIALS OR B. SHEATHING SHALL NOT EXCEED 19%MOISTURE CONTENT WHEN INSTALLED. DO NOT INSTALL VAPOR/MOISTURE BARRIERS S.H.G.C. FBC-EC R402.3 OR PROVIDE A PERFORMANCE ( )T0.65 BASED ENERGY CODE (FBC ). A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (AG) 318 AND 332. SUPPORTS AT SPACING NOT TO EXCEED THREE FEET ON CENTER OR IN ACCORDANCE WHT THE MANUFACTURERS ON SHEATHING AFTER A RAIN EVENT UNTIL THE MOISTURE CONTENT DROPS BELOW 19%. IMPACT PLATING: B. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/530.1: AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); TMS SPECIFICATION. '. C. FLOOR SHEATHING SHALL BE A MINIMUM OF 23/32" 24/16 SPAN RATED STRUCTURAL SHEATHING FOR 16" ON CENTER a. U FACTOR = MAXIMUM AND S.H.G.0 = 0.25 MAXIMUM .25 M 402• b. LAP ALLJOINTS IN WELDED WIRE MESH 12 INCHES. SPACING OR 48/24 FOR SPACING GREATER THAN 16" ON CENTER. OA0 b. NON -IMPACT GLAZING: U FACTOR= 0.40 MAXIMUM AND S.H.G.0 = 0.25 MAXIMUM C. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. H. FIBER MESH, IF USED IN LIEU OF WELDED WIRE MESH SHALL BE 2.1 Las PER CUBIC YARD UNLESS NOTED OTHERWISE. D. WALL SHEATHING SHALL BE 24116 SPAN RATED STRUCTURAL SHEATHING. E. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES SHALL MEET D. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE E. ROOF SHEATHING SHALL BE AS NOTED IN THE ROOF SHEATHING AND ATTACHMENT SCHEDULE. AAMA 714. THE FLASHING SHALL EXTEND PASTTHE SURFACE OF THE EXTERIOR WALL FINISH. ALL LISTED PRODUCTS BELOW FOLLOWING REFERENCED DOCUMENTS: 2. EXECUTION ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS. 1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FOREST AND S. PLACEMENT AND FINISHING A. SHEATHING SHALL HAVE 1/e' GAP AT ALL EDGES FOR EXPANSION AND CONTRACTION ATALL EDGES UNLESS NOTED a. LIQUID FLASHING: OSI QUAD FLASH, PROTECTQWRAP LWM200, OR TREMCO DYMONIC 100. PAPER ASSOCIATION (AFPA) A. ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL. BE PLACED OVER 6 MIL POLYETHYLENE VAPOR BARRIER, LAPPED 8 OTHERWISE. 3. EXECUTION 2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION INCHES MINIMUM WITH ALL SEAMS TAPED UNLESS NOTED OTHERWISE. B. FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS GLUED AND SCREWED WITH #10 A. PRIOR TO INSTALLATION ALL FRAMES M S AND BUCKS SHALL BE CHECKED FOR RACK, TWIST, AND OUT OF SQUARE. 3. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES (ANSI:TPI-1 BY TRUSS PLATE B. PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS, DOWELS, ETC.) IMMEDIATELY PRIORTO PLACEMENT OF CONCRETE OR DURING SCREWS AT 6" ON CENTER. e. FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS. INSTITUTE (TPI)) CONCRETE OPERATIONS. C. ROOF SHEATHING SHALL BE FASTENED AS SPECIFIED IN THE DRAWINGS. ADD BLOCKING ATALL PANEL EDGES IN ZONE 3 a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT, 4. GUIDE TO WOOD PRACTICE FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD C. PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT. (CORNERS). (CORNERS). APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS. TRUSSES (BCSI 1: BY TPI AND WTCA) D. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING UNLESS MIX DESIGN SPECIFIES OTHERWISE. C. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANTTO THE BUCKS PRIOR TO ATTACHING TO THE 5. ROOF AND WALL SHEATHING SHALL BE IN ACCORDANCE WITH APA PSI-95 OR NER-108D. E. CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX, OPENING PER WINDOW / DOOR DETAILS. 6. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS. F. WATER ADDED AT THE SITE SHALL BE KEPT TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL. 3. DESIGN LOADS REVOLUTIONS AT 8-12 RPM FOLLOWING THE ADDITION OF WATER ATTHE SITE. e. INSTALL DOOR / WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER. A. ROOF DEAD LOAD: G. CONCRETE SHALL NOT BE PLACED DURING RAIN. FOLLOWING PLACEMENT OF CONCRETE, PROTECT FROM RAIN PRIOR TO C. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR a. TOP CHORD (ROOF) 12 PSF (METAL) INITIAL SET. PENETRATION OF WATERTO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. b. BOTTOM CHORD (CEILING) 10 PSF (GYPSUM) � H. PLACEMENT SHALL BE CONTINUOUS UNTIL ALL WORK IS COMPLETED. D. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. & ROOF LIVE LOAD: 20 PSF 1. DO NO USE CONTAMINATED, DETERIORATED, OR RETEMPERED CONCRETE. C DEAD LOAD FOR UPLIFT CALCULATION' 10 PSF 1 THOROUGHLY WORK CONCRETE AROUND REINFORCING BARS D. ATTIC LIVE LOAD 10 PSF K. PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT. 4. STRUCTURE SPECIFICATION L. REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE. A. BUILDING OCCUPANCY CATEGORY: 11 M. AT SLABS GREATER THAN 20 FEET IN ANY DIRECTION B. CONSTRUCTION TYPE: V-B a. PROVIDE SAW CUT CONTROL JOINTS IN CONCRETE AFTER INITIAL SET AND PRIOR TO HARDENING C. OCCUPANCY CLASSIFICATION: R-3 b. SAWCUT JOINTS SHALL BE I/4 THE DEPTH OF THE SLAB. D. WIND SPEED: C. ANY SLAB EXCEEDING 20 FEET SHALL BE DIVIDED AT ALL CORNERS AND SHALL EXTEND IN EACH 90 DEGREE a. ULTIMATE(LRFD)= 160MPH DIRECTION. b. ALLOWABLE (Aso) = 124 MPH N. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION. E. WIND EXPOSURE CATEGORY: C 0. SILL PLATE ANCHORS SHALL BE AS SPECIFIED IN SPECIFICATIONS. F. ENCLOSURE CLASSIFICATION: ENCLOSED P. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS. G. INTERNAL PRESSURE COEFFICIENT: +/-0.18 Q. CURE CONCRETE FOR THREE DAYS TO MINIMIZE SHRINKAGE CRACKS. H. WIND-BORNE DEBRIS AREA: YES I. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE. 5. PROJECT REQUIREMENTS: A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION. D. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES. E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC. F. IT IS THE RESPONSIBILITY OF THE CONTRACTORTO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS. G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL' DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS. H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE. Florida Product Approval- Listings Category - Subcategory Approval Number Manufacturer Model Number Building Design Pressures (+PSF / -PSF) Product Design Pressures (+PSF / -PSF) Exterior Doors -Garage Rollup FL 16107 Clopay Building Products PAN-2F143 E::See Schedule +38/-67 Exterior Doors - Swing IThermaTru lopaque Fiberglass Doors -Impact See Schedule +67 / -67 Panel Wall - Siding FL 13192 RS James Hardie 5/16"0.25" Lap Siding -44.9 -65.3 Panel Wall - Soffits FL 13265 R3 IJames Hardie 1/4" Hardie Soffit -49.6 -83.0 Roofing - Metal FL 11651.13112 Gulf Coast Supply 26 Ga. 5V crimp -6&0 -94.3 Roofing -Metal I FL 17796.E Atlantic Metal II of Vero Beach 126 iGa. 5V crimp -66.0 -108 Roofing - Underlayment I FL 12328- R8 TAMKO Roof Underlayment N/A N/A Windows - Single Hung FL 15576_ R7 VIWINCO INC. PVC Impact See Schedule +50/-50 Windows- Fixed FL 15578 R6 IVIWINCO INC. PVC Impact See Schedule PRODUCT APPROVAL NOTE: I HAVE REVIEWED THE ABOVE COMPONENTS OR CLADDING AND I HAVE APPROVED THEIR USE IN THIS STRUCTURE. THESE PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED BY CURRENT CODE PROVISIONS. HARD COPIES OF THE PRODUCT APPROVALS SHALL BE AVAILABLE ON SITE FOR INSPECTIONS. Project Number: 19RO23 0 0 c ❑ u o ❑ m`u N w N `o 0 N -c 0 0 U a C ❑ Z `o 0 o �f +, V LULn O rV ++ M E N i � � CL O w a a' Q O] CO LU 0 UJI U N _ V) ~ Q z !w LU v °c o a, COL 3:1 2-17 0 2 2. J Z u I X m o E w t=0 } W N C] Z Ln w m ao w > Cn w W a, ID N L7 rV °° = o t7 M CS 0 M U1°w h WU W Q a>-c�nr r, :9 O o > n 2 0 v� Z ° c � _ � c V ❑ 0 c rn O ,1+ 1111 � ��I', �11 3 NCI � ,I CJ,yr[' ro p �."�ez O . z ,00' .. �* I; i r-1 Ln Cn CI' W I- U Z U W U U Q Q J I. W t% U m LU o w a' a c❑, LL p w Notes I a 0 0 N 0 1 of T O N ti FILE COPY INSULATION. VENTILATION AND FINISHES: 1. GENERAL A. THERMAL AND SOUND INSULATING MATERIALS SHALL MEET THE REQUIREMENTS OF FBC720 AND FBCR & WHERE ATTIC AREAS HAVE A VERTICAL HEIGHT MORE THAN 30 INCHES, AN ATTIC ACCESS SHALL BE PROVIDED THAT MEETS FBC R807 MEASURING 22 INCHES BY 30 INCHES MINIMUM. C. THE INSTALLATION OF GYPSUM PRODUCTS SHALL MEET THE GYPSUM ASSOCIATIONS "APPLICATION AND FINISHING OF GYPSUM PANEL PRODUCTS" GA-216 MOST RECENT EDITION. D. UNVENTED ATTICS SHALL MEET FBCR-806.5. 2. MATERIALS A. INSULATION SHALL MEETTHE FOLLOWING MINIMUM REQUIREMENTS UNLESS NOTED OTHERWISE ON THE WALL SECTIONS OR ENERGY CALCULATIONS: a. CEILING R-VALUE=38 b. WALL R-VALUE: WOOD FRAME = 13, MASONRY = 3/4 C. FLOOR R-VALUE = 13, BASEMENT= 0, SLAB = 0 B. WALLS AND CEILING IN HALLWAYS AND CORRIDORS SHALL HAVE CLASS B INTERIOR FINISH. C. WALLS AND CEILINGS IN ROOMS AND ENCLOSED SPACES SHALL HAVE CLASS C INTERIOR FINISH. D. GYPSUM SHALL MEETTHE FOLLOWING MINIMUM REQUIREMENTS PER AREA: a. STRAIGHT WALLS - ONE LAYER OF 1/I" GYPSUM BOARD b. CURVED WALLS -TWO LAYERS OF I/4' GYPSUM BOARD C. TYPICAL CEILINGS -1/1"GYPSUM BOARD d. CEILINGS ABOVE GARAGE WITH HABITABLE SPACE ABOVE- 6/a' TYPE X GYPSUM BOARD E. CONCEALED INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. F. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101 SECTION 10.2 AND FBC TABLE 803.11 WITH SMOKE DEVELOPED INDEX 0-450. a. CLASS A: FLAME SPREAD INDEX 0-25 b. CLASS B: FLAME SPREAD INDEX 26-75 C. CLASS C: FLAME SPREAD INDEX 76-200 3. EXECUTION A. INSTALL GYPSUM CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS OR TIGHTEN THE FASTENER SPACING BY 30 PERCENT. B. PRIOR TO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN C. GYPSUM PRODUCTS APPLIED TO WALLS SHALL HAVE A 1/a' MINIMUM GAP ATTHE FLOOR. D. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET. E. FASTENERS SHALL BE LOCATED NOT LESS THAN 3/8' FROM THE EDGE OR END AND SHALL BE DRIVEN SO THE HEADS ARE SLIGHTLY BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER, FRACTURING THE CORE, OR STRIPPING THE FRAMING MEMBER. F. FASTENERS SHALL PENETRATE THE FRAMING MEMBERS BY NOT LESS THAN THE AMOUNT BELOW UNLESS NOTED OTHERWISE IN FIRE RATED OR STRUCTURAL WALLS: a. NAILS = 7/a' MIN. b. SCREWS =3/a'MIN. C. STAPLES =5/a"MIN. G. FASTENER SPACING SHALL BE LOCATED PER THE TABLE BELOW UNLESS NOTED OTHERWISE: CEILINGS NON -BEARING WALLS LOAD -BEARING WALLS NAILS 7" O.C. 12" O.C. 6" O.C. NAILS W/ADHESIVE 12" O.C. 16" O.C. 12" O.C. SCREWS 12" 12" O.C. 6" O.C. SCREWS W/ADHESIVE 16" D.C. 24". O.C. 16" O.C. 1. GENERAL A. STUCCO SHALL MEET ASTM C926 AND ASTM C1063. B. STUCCO LATH SHALL BE 3/g' RIB GALVANIZED AND 3.5 LB/YD3. C. CEMENTITIOUS FINISH SHALL BE AS NOTED BELOW: a. I/," THICK (FINISH) OVER MASONRY AS A TWO COAT SYSTEM b. 6/8' THICK (FINISH) OVER CEILING SHEATHING AS ATWO COAT SYSTEM C./a' THICK (FINISH) OVER WALL SHEATHING AS A THREE COAT SYSTEM D. TEXTURE STUCCO PER OWNER. 2. MATERIALS A. STUCCO ACCESSORIES (WEEP SCREED, EXPANSION JOINTS, CORNERS AND TRIM) SHALL BE PVC UNLESS NOTED OTHERWISE. 3. EXECUTION A. PRIOR TO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN I/, B. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET. C. INSTALL CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS WITH I/," GAP AT ALL EDGES. D. FASTENERS SHALL BE LOCATED NOT LESS THAN %" FROM THE EDGE OR END AND SHALL BE DRIVEN 50 THE HEADS ARE SLIGHTLY BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER, FRACTURING THE CORE, OR STRIPPING THE FRAMING MEMBER, E. CEILING SCREWS SHALL BE SPACED AT 6" ON CENTER MAXIMUM. STUCCO LATH SHALL BE ATTACHED TO THE FRAMING MEMBERS AT 6" ON CENTER MAXIMUM. SCREWS USED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS SHALL PENETRATE NOT LESS THAN 5/e' INTO THE MEMBER WHEN THE LATH IS INSTALLED AND SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS THROUGH, BUT NOT DEFORM, THE RIB. F. CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED TO DELINEATE AREAS NOT MORE THAN 100 SQUARE FEET FOR ALL HORIZONTAL APPLICATIONS. THE DISTANCE BETWEEN CONTROLJOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 212 TO 1. A CONTROLJOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. MECHANICAL AND PLUMBING: 1. GENERAL A. THE CONTRACTOR SHALL SUBMIT ENERGY CALCULATIONS WHICH ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF MECHANICAL SYSTEMS. THE MECHANICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT OR STARTING INSTALLATION. B. THE TOTAL VOLUME OF AIR CONDITIONED SPACE IN THIS PLAN IS APPROXIMATELY [2,4981 CUBIC FEET. THIS INFORMATION 15 PROVIDED FOR BLOWER DOOR TESTING. C. A POTABLE WATER SUPPLY SYSTEM SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN SUCH A MANNER SO AS TO PREVENT CONTAMINATION FROM NON -POTABLE SOURCES BEING INTRODUCED THROUGH CROSS -CONNECTIONS OR ANY OTHER PIPING CONNECTIONS TO THE SYSTEM. BACKFLOW PREVENTER APPLICATIONS SHALL CONFORM TO FPC TABLE 608.1. 2. MATERIALS A. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, OR THE MANUFACTURER'S INSTRUCTIONS WHICHEVER IS MORE RESTRICTIVE. B. WATER DISTRIBUTION PIPE SHALL CONFORM TO THE NSF 61 AND THE FBC. PLUMBING TABLE 603.4 ALL HOT WATER DISTRIBUTION PIPE AND TUBING SHALL HAVE A MINIMUM PRESSURE RATING OF 100 PSI AT 180 DEGREES F. C. PIPE (IPASSING THROUGH CONCRETE OR MASONRY SHALL BE PROTECTED AGAINST EXTERNAL CORROSION BY A PROTECTIVE SHEATHING, WRAPPING, OR OTHER ACCEPTABLE MEANS THAT WILL WITHSTAND ANY REACTION FROM THE LIME AND ACID OF SUBJECTIVE MATERIALS. THIS SLEEVE SHALL PREVENT ANY RUBBING ACTION AND THE MINIMUM WALL THICKNESS SHALL BE 0. 25 INCH. D. PIPES PASSING UNDER OR THROUGH WALLS SHALL BE PROTECTED FROM BREAKAGE. 3. EXECUTION A. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE FBC MECHANICAL, PLUMBING, AND FUEL GAS. B. AIR CONDITIONER CONDENSING UNITS INSTALLED AT GRADE LEVEL SHALL BE SUPPORTED ON A LEVEL CONCRETE SLAB OR OTHER APPROVED MATERIAL EXTENDING ABOVE ADJOINING GRADE. C. GRADE MOUNTING UNITS SHALL BE'',ANCHORED TO THE SLAB WITH GASKETED 1/4" DIAMETER CONCRETE ANCHORS WITH 11/4" EMBEDMENT. THESE ANCHORS SHALL BE LOCATED AT 12" O.C. MAXIMUM ON EACH SIDE UNLESS NOTED OTHERWISE. D. IN LIEU OF REQUIRED EXTERIOR OPENINGS FOR NATURAL VENTILATION IN BATHROOMS, A VENT FAN WITH 20 CFM MINIMUM SHALL BE INSTALLED AND EXHAUSTED DIRECTLYTO THE OUTSIDE. E. EXHAUST DUCTS SHALL TERMINATEOUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. F. BUILDING SEWER PIPE SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN FBC PLUMBING TABLE 702.3. CLEANOUTS SHALL BE LOCATED PER FBC PLUMBING SECTION 708. G. WATER HEATERS HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES ABOVE THE GARAGE FLOOR. H. APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES. I. IF CLOTHES WASHERS, WATER HEATERS, WATER STORAGE TANKS, OR AIR HANDLERS ARE INSTALLED IN LOCATIONS WHERE LEAKAGE OF THE APPLIANCE WILL CAUSE DAMAGE, A GALVANIZED STEEL PAN WITH A MINIMUM THICKNESS OF 24 GAGE OR OTHER APPROVED PAN SHALL BE INSTALLED PER CODE. J. DOMESTIC DISH WASHERS SHALL DISCHARGE INDIRECTLY THROUGH AN AIR GAP OR AIR BREAK INTO A STANDPIPE OR WASTE RECEPTOR IN ACCORDANCE WITH FBC PLUMBING 8012 OR DISCHARGE INTO A WYE-BRANCH FITTING ON THE TAILPIECE OF THE KITCHEN SINK OR THE DISHWASHER CONNECTION OF'..A FOOD GARBAGE DISPOSAL. K. IF MECHANICAL/PLUMBING APPLIANCE IS LOCATED IN THE ATTIC, SEE FBC M306.3 FOR CONTINUOUS SOLID FLOOR AND ACCESS TO EQUIPMENT, ELECTRICAL: 1. GENERAL A. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. THIS ELECTRICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT OR STARTING INSTALLATION. 2. MATERIALS A. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, THE MANUFACTURER'S INSTRUCTIONS OR THE NFPA 70 WHICHEVER IS MORE RESTRICTIVE. B. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA, ANSI, U.L., ETC. AND SHALL BEAR AN UNDERWRITERS LABEL WHERE APPLICABLE. C. RECEPTACLES INSTALLED ON 15- AND 20-AMPERE BRANCH CIRCUITS SHALL BE OF THE GROUNDING TYPE. D. ALL FIXTURES INSTALLED IN WET OR DAMP LOCATIONS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.10. E. LIGHT FIXTURES WITHIN CLOTHES CLOSETS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.16. F. AT LEAST ONE 20 AMP CIRCUIT SHALL BE PROVIDED FOR THE LAUNDRY AREA AND SHALL HAVE NO OTHER RECEPTACLES. G. PROVIDE AT LEAST TWO 20 AMPERE SMALL APPLIANCE BRANCH CIRCUITS AT THE KITCHEN, BREAKFAST, AND DINING AREAS AND SHALL HAVE NO OTHER RECEPTACLES. H. SMOKE DETECTORS SHALL BE COMBINATION CARBON MONOXIDE DETECTORS. 3. EXECUTION A. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE NEC. B. ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. C. ALL WIRING SHALL BE SO INSTALLED THAT WHEN COMPLETED, THE SYSTEM WILL BE FREE FROM SHORT CIRCUITS AND FROM GROUNDS OTHER THAN AS REQUIRED OR PERMITTED IN NEC ARTICLE 250. D. ALL ELECTRICAL SYSTEMS, CIRCUITS, FIXTURES AND EQUIPMENT SHALL BE GROUNDED IN A MANNER COMPLYING WITH ARTICLE 250 OF THE NEC. E. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACK-UP. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THATTHE ACTIVATION OF ONE ALARM WILLACTIVATE ALL OF THE ALARMS. F. IF EQUIPMENT IS LOCATED IN THE ATTIC, A LUMINAIRE CONTROLLED BY A SWITCH LOCATED ATTHE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED NEAR THE APPLIANCE LOCATION, G. ALL 115-VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONS: KITCHENS, BATHROOMS, GARAGES, SUNROOMS, PORCHES, AND OUTDOORS. H. ALL CONDUCTORS CLOSER THAN 11/q' TO THE EDGE OF FRAMING MEMBERS SHALL BE PROTECTED WITH A STEEL PLATE AT LEAST 1/16" IN THICKNESS. I. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE BRANCH CIRCUITS OR DEVICES INSTALLED IN DWELLING UNITS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER. EXCEPTION IS A CIRCUIT SUPPLYING POWER ONLY TO A FIRE ALARM SYSTEM. J. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND FAULT INTERRUPTER PROTECTION: BATHROOMS, GARAGES & ACCESSORY BUILDINGS, OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS, KITCHENS, WITHIN V OF A SINK, BOATHOUSES, WITHIN 6' OF A BATHTUB OR SHOWER STALL, LAUNDRY AREAS. K. ALL TEMPORARY WIRING INSTALLATIONS SHALL HAVE LISTED GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION. L. THE LOCATION OF EACH FIXTURE, RECEPTACLE, SWITCH, APPLIANCE, ETC., SHALL BE REVIEWED BY THE CONTRACTOR, OWNER, AND ALL SUBCONTRACTORS TO AVOID CONFLICTS WITH CLEARANCE AND TOLERANCES PRIOR TO INSTALLATION. Project Number: 19RO23 U N } m a CO: o N Z LU w N I— CC U-1 Ln 0' COL 3:12-17 1 I7 J Z m O U. W F o 0 Z m Z N o LL Z N m=o L7 M w 1 m Z w ® W Q R m ^ - U Z O n 2 ® � O v Z @1 O Z 2: Z N O °W 0% m o ri W N �- 0 Ln 01 d M W U Z W w �IU 0 ® ° U J j® L.1 J ® LL it Q N Q lij U Z M 'onn 0{ J Cq L 1 0 J LL W r K W H LL General Notes SO,2 n vi 0 N O N O 2 OF1 0 m N ,\I FILE COPY - 28' - 31/2" 18'-10" T-51/2" O O 5'-105/8" 4'-0" 0 m I 16' 4SI$ 1T_8 7' - 101/2°01 -----1---- — — -----— — — — — — — — — — — ---------- , I Project Number: 19RO23 e O N r 17'-77/8 8'-87/8" 51_911 3'-2" ti BO 00 oM O I II 11 I COVERED PATIO cc GO Z c ^ o O O _ MASTER BATH MASTER BEDROOM � e4 11 © 0 Door Schedule Mark Sizeand Type Design Pressure (PSF Min.) 1 3080 W (2) 12" S.L +31/-34 2 16' x 8' OHD +28/-33 3 6080 Swing +30/-32 4 (4) 3080 Swing Fixed at Ends +28/-31 5 3080 Swing +31/40 6 2880 per FBCR302.5.1 7 3080 Bifold 8 3080 Bifold 9 2880 per FBCR302.5.1 10 2880 per FBCR302.S.1 11 12880 per FBCR302.5.1 12 4080 13 00 Opening 14 4080, 15 2080 Bifold 16 2080Bifold 17 3280Rocket 18 3280 Rocket 19 3280 Pocket 20 2880 21 286D 22 2880 per FBCR302.5.1 0 a` v 0 0 u N Cn N (D `o D v N 0 a U n O a z- o o N K ~ p to N T m E N ° QJ O I v 3 I co N.. m 0 z 2� ? N N o LU Q Q j °e H.B. LU 21 O m n O° L N l~/I cc °c J 4 0 z cn BATH — o 00 = 1g DINING 1 BEDROOM _ _ 11' - 6 1/2" pZn FREEZER 'r-I VJ:I:C 00 N m ® OZ'o n I II 1 ° - - = -- - _-_ 90 _ 11'-3" 4-45/8' b 10' - 2 5/8' o ' �— — ----- 'H.B. LAUNDRY 18 r I I ATTIC ACCESS DW AHU o D L—_J (W)HO� GREAT ROOM S RAGE/ Ln o in ANTRY o O O Window Schedule Design Pressure (PSF Min.) +32/42 +32/-35 +32/-35 +32/-35 Mark Window Size E Fpss Width Height A 3' -'0" 6'-0" B 3'- 0" V - 01, C 3' --0" 6' - 0" 3' - 0" 6' - 0" E ' - 0" 6' - 0" +32/-35 F 3' 0" 6" - 0" +32/L35 G 5- 0',. 2'- 0" + 2/"35 H 3 0" 6'-0" Yes +32/-35 1 3 0" 6'-0" Yes +32/-35 J 13P - 0" V - 0" +32/-35 - 0" Yes +32/-35 COL 3:12-17 9 U 19 a Z o T m O E', yW F-0 0 0 z W NccEJ n z rn > m m w N LL Z N Lq N m= o o n'1 wu ow Z U W W U r m^ a U aW o > n ? 0 z ° ,N ANk '6c �ARBAGJE 2 O O 11 _ �� Q A H . - 5_ 6 i 3 6 5 0 7/8 4 4 ♦♦♦♦�� b _g 3 co° ATTIC ACCESS O O -- -,. _ .e ♦♦ ° A'Z ♦ N 'Lyn 'N t. 'v ♦ °°°,V SQUARE FOOTAGE CALCS: II KITCHEN m �, ��4�, N00 °° n _ 2 m UNDER AIR 2,677 SF w U} N ¢ O o I 15"CABINETS 14 I PORCHES / GARAGE 2S2 Sl' Z > Z �� .0co a a6 -- ----- TOTAL BUILDING AREA 2,929 SF 0 2 I GARAGE ^ 1 ,8' N Rti :O EF. o UNDER AIR VOLUME CALCS: 24,986 CF Ln 8 2 15 12 L SET INCLUDES ATTIC SPACE (NON -VENTED) m co ao _-- --- -_--_ E O z N 17 CRAFT ROOM FOYER DEN / STUDY PANTRY = o I Z W 0 � W m W 2 U J 26' - 6 1/4" 10' - 4 3/ 8" � 12' - 0" 8' 0' 12' 2 5/8" Q © o _W N LI, - W _ _ 13'-45/8" 31'-0" 10'-33/8" 10'-73/ 6'-81/4" Q �� Y r, Q COVERED PORCH Ul I j �rl N _, _-_--------.. -- — — — — — — -- -- — — — --- -- 77 12' - 6 5/s" 12' -10 5/8" IT - 2 5/8° \ _ 1 n bII � N. 01 LL '�.,, i i " �y _ o 01 7 0" � �4' 8" 4 2 3 LLuiLU { 40, - o„ a 1 2 3 4 5 6 7 8 Floor Plan - Residence 10, 1 Floor Plan Residence 0�v S 1 /4" = F-0" N 0 — O N �y, - - N West 3/ 16" = 1'-0" 1 Front �_ --- 1/4"_.1-0„ I 12" 2 5" IF I LLjJ I JL- n Rear 51.2 3/16"= 1'-0" n 9'- 4" First Floor Plan 0'-0" �I Project Number: 19RO23 D s i o N N W O d C 0 O C ❑ U ❑ G j O � N � O i N N 0 a U O � O `o O U p Ln m E � a O c v u a a U m N r W N a z v w w o Ln a > w Ln a o LU Ln N 0 COL 3:12-1'7 0 I 0 ! o Z N U m O E W t: o (DLn w N u Z Q) > 0 N m = o M Z a y w a m `o n !.'.9 U z m n J U 4 u c Z Q i � LL L!1 Z � LO C VI '-1 C O N a a` 01 N Q A/ o .y2 N oN O NZ tip�� Q Z c n " O. Q°' �: .o v N ci Lr) - o Ol ❑ M w U vL z U Z w I, 0 U s i �, 0 w 2 0 w U > ® ❑ _ J ❑ � T I W N �(1 U J fUfl c W J � o C � N UJ Q a c ® 1- LL � �n Q w v 10 0 N L_ (� 10 y -J -S U W a a Q Z N � Ln Ln v Q N 0 J w N G 0` LLI O ,— U cc v w_ y` a � w m o Elevations - Residence I 2 S l .■ 2 0 N O N O 4 aFll 0 N FILE (COPY Cj — D S4.1 F M 1 Foundai 1.3 1 /4„ _ 1 �-0„ I I I, II I II I 6 7 8 II' I SHOWER RECESS W/ 8" THICKENED EDGE i III II --- -- -- — ------ ----!I — J F1 f �1— ---- ------ --- F1 I I --- 1111 F-5 I F-5 SAWCUT if I !I F-1 I ( 4" THICK MIN. 3,000 PSI CONC. W/ 6x6-10x10 WWF OR 2.1 Ibs/CUYD FIBERMESH OVER TERMITE TREATED, PROCTOR) SOIL, TYP. -—--------F-2--------- — — F-1 F-5 II WELL COMPACTED (95%COMPACTION, MODIFIED I I I — 88' 6 S/16" DIAGONAL I I I i II� SAWCUT I FI2 F-2 — (2) 5' LONG #5 BARS j awl ----- ----- ,Ip L. w .I I I- — — 411II IN MIDDLE OF SLAB — — — — F-5 — — — — - I� ti N F-1 L -------------------------- r----------------— I x I — —, I I � I I F-1 i i F-5 L — — —— -- —— — — — — I F-5 (2) 5' LONG #5 BARS F-1 (2) 5' LONG BARS I IN MIDDLE OFF SLAB IN MIDDLE OF SLAB F F1 L_.— -- F-5-- 4— — — — — — — — F_1 - ■■ ■ -- L — —Fl — — — — — — — — — — — — — — — — — — J SHOWER RECESS W/ 8" CC (2) 5' LONG #5 BARS THICKENED EDGE C IN MIDDLE OF SLAB - - 4F—S ,� F-5 F_ 8 (2) 5' LONG #5 BARS 90'-1 1/32" DIAGONAL L — - _ J L---F=3— — — — — — — S4.1 IN MIDDLE OF SLAB L— FS _ _ _ )I ATTACH STUD T WH W D O F_8 .r CMU W/ 3/16" I p 4" THICK MIN. 3,000 PSI CONC. W/ 6x6-10x10 WWF OR 2.1 QS4 TAPCONS AT 8" O.C.. u4 -61� — —— - - — — — — Ibs/CUYD FIBERMESH OVER TERMITE TREATED, WELL COMPACTED ti�.f ;.. . F 4I (95%COMPACTION, MODIFIED PROCTOR) SOIL, TYP_ � I I F-3 I I SAWCUT LF-1 I I I I I I 1/8" PER FT SLOPE, TYP. I 11 1/2" WIDE RECESS IN MIDDLE OF SLAB I FOR GARAGE DOOR I I I I I� --J I r F1 I I Z S4.1 ATTACH STUD TO r- —F-5 5 CURB IN GARAGE CMU W/ 3/16" 54.1 W/CONT. #4 BAR, TYP. TAPCONS AT 8" O.C. L I I ! I L — — — — — — — — — -� — — —\CONC. — — — --- — — — -J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F-5 F-2 — — — F-4 1 f-1 ■ _ _ _ I — — — — — — — — — — ----4----- F-5-- — — — ------- —J-- I I I I I I F_2 SAWCUT ------------- — — — — — — — — — — — — — — — — — — — — — — —-- -- -- fl F 2 I I , 1 - Residential Structure Foundation Schedule Mark WxDxL Type Reinforcement F-1 16"x20" Monolithic (2) #5 Bars Cont. F-2 16"x2O" Monolithic (2) #5 Bars Cont. F-3 12"x12" Bell Footer W/ Step (2) #5 Bars Cont. F-4 16..x20" Bell Footer W/ Curb (2) #5 Bars Cont: And (1) #4 Horiz. In Curb F-5 8"x8" Bell Footer W/ Step (1) #5 Bars Cont. ❑■ #5 Bar Vertical in Filled Cell 6' Long #5 Re-entrant Bar irl middle of slab Line of Foundation Step Down in Slab AO CONNECTOR - SEE SCHEDULE Connector Schedule Member Type/ Mark Connector Type Connectors Uplift Needed Uplift Provided Comments A -Strap at CMU HETA 16 (11) 10d x 1.5" i 1,710 lbs 1,810lbs Simpson or Equal B-Girder Truss VGT (1) 5/8"x10" Anchor Embed. & (16) 1/4"x3" SDS Screws 3,300 lbs 4,940lbs Simpson or Equal C-Girder Tie Down at Wood Wall HDU2 (6) 1/4"X 2 1/2"Screws, 5/8" Anchor W/ 8" Embed 11 2,155 lbs 1,800lbs + Lat. 900 lk 3,075 lbs Simpson or Equal D-Li ht Girder Truss (2) HETA 16's (11) 10d x 1.5" 1,920 lbs Simpson or Equal E-StfdP at Wood Wall H10A (18) 10d x1.5" 1,040 lbs Simpson or Equal Project Number: 19RO23 ++ wLn ♦n v 0- O w 0 I c r co N m � Q co N w � O N z w Ln Q s w N � °cam `o COL 3:1217 0 tn 1 0 0 E9 c J _Z � � o _ m O W t o Q m W N z r n Z N O LL m Z Yi l9 N c°=6Q o.. M U m Z Z W > ry r W W Q �mr J L.% Q. Q. �=.7,. I� z Z O v� Z o G 01 lot O N 0 a a m 0 mph M 0 rn W N } w N ~ O Z> z �� '°per a 0 cl Ln o' M W F- b U z = o Z LLI W 2 U U Q Z)0 a L( J i _ O W � �- CIO � ° NW _ p rrnn 2 LL N " o LL Y °_ a � N `o U] W ❑ o N I J III Q Z U] Ln m NQ J tLLL O LL c f w o � v v u o W_ a` F -: ) LA.p Foundation Plan Residence S 1 3 0 N 0 N 0 5 of 101 m N e\•1 FILE COPY Connector Schedule Member Type/ Mark Connector Type Connectors Uplift Needed Uplift Provided Comments A -Strap at CMU HETA 16 (11) 10d x 1.5" 1,710 ibs 1,810 Ibs Simpson or Equal B-Girder Truss VGT (1) 5/8"x10" Anchor Embed. & (16) 1/4"x3" SDS Screws 3,300 Ibs 4,940 Ibs Simpson or Equal C-Girder Tie Down at Wood Wall HDU2 (6) 1/4"X 2 1/2" Screws, 5/8" Anchor W/ 8" Embed 2,155 Ibs 3,075 Ibs Simpson or Equal D-Light Girder Truss (2) HETA 16's (11) 10d x 1.5" 1,800 Ibs + Lat. 1,920 Ibs Simpson or Equal E-Strap at Wood Wall MOA (18) 10d x 1.5" 900 Ibs 1,040 Ibs Simpson or Equal I I I I I I II I I I I l I II I I - I BM-2 RM 5 BM--5 -- --- --- -- --- --- -- --- --- --- --- ---- --- `-- -- — — I I B I I � I� I I I Beam Schedule Mark Beam Beam Size I Reinforcement I Comment BM-1 Precast Lintel 8F8-OT/1B See Detail AILUnmarkedLintels BM-2 PreCast Lintel 8F16-1T/1B See Detail BM-3 SYP (2) Ply 2x10 Min. W/ Plywood Fitch Over Openings As Occur (2) 2x4 Jacks BM-4 PreCast Lintel 8F16-2T/1B See Detail BM-5 Reinf. Concr. 8"x16" 1 (2) #5 Bars at Top and Bottom, #3 Hoops at 10" O.C. Max. i Project Number: 1.911023 Brq ~ — 0 In t. A CONNECTOR O N C , o I 2x B AT BOTTOM CHORD - SEE SCHEDULE WLOCKING W 2 12d's AT EACH TRUSS /O O c. I M-2 I BM-2 IBM-1 m, E I BEAM -SEE SCHEDULE � BM-2 I o --------- BRACING - TO CONTROL DEFLECTION OR TRANSFER LAATERAL LOADS w m r' o co N. Q 5 Framing Legend O Ln Z `w l w_ �. i I N.T.S. ,,, � � o z .. h- w F7 BM-2 BM- COL 3:12-17 n Z d m 0 E W 0 C7 cl 3; E 2x BLOCKING AT BOTTOM CHORD W N it v' ' W W N. M l W/(2) 12d's AT EACH TRUSS {'1�(J) Z a) o ° �I 2x BLOCKING AT BOTTOM CHORD ______ ___ __ ■ Z W/(2) 12d's AT EACH TRUSS Q a ^ ATTIC ACCESS W W U Z > U �I,I I� N 0 a. BM-3 i E OCMG AT BOTTOM CHORD 4. y W/(2) 12d's AT EACH TRUSS METAL ROOF OVER PEEL N' STICK OVER SHEATHING PER COMPONENTS AND CLADDING SCHEDULE OVER P.E. TRUSSES AT 24" O.C. MAX ATFIC STAIR COMPONENTS AND CLADDING WIND PRESSURE FOR ROOF SHEATHING (PSF) LRFD ASO NAILSPACING ZONE 1- INTERIOR: +26/-48 +16/-29 6" O.C. ZONE 2 - PERIMETER: +26/-110 +16/-66 6" D.C. ZONE 3 - CORNER: +26/-151 +16/-91 4" O.C. NOTES: EDGE DISTANCE = 6'-0" THE EFFECTIVE AREA FOR ZONES 1 AND 2 ARE 32 SF. THE EFFECTIVE AREA FOR ZONE 3 IS 36 SF. ROOF SHEATHING SHALL BE 15/32" MIN. ATTACHMENT SHALL BE 10d COMMON OR RINGSHANK, FIELD AND EDGE SPACING SHALL BE THE SAME, N z c b 0 h o, a c a 0 O � W°W � Ue N N z° �e�` P RD ♦♦♦ a I � ►rimpp♦♦ a 0 a= 6'- 0" V Ln 0) L a v _— - -- — W z I I _ O Z =p o w \ ¢� v I / W L_ r, U I � r, � a J N 2x BLOCKING AT BOTTOM CHORD \ / �- W rn �r1 N a W/(2) 12d's AT EACH TRUS ( \ O \ / Q —.� u J \_ U o BM-2 BM-2 BM-2 BM-2 N Z ry7 � O m \ O c ALL CONNECTORS TO BE "A" UNLESS OTHERWISE NOTED /// / // [p LL] - - --- - -- --- -- --- --- -- - -- --- -- --- . / i Cf1 C] a 1 � mg O / U LL O O LL 2 w J / U M I v r w a 2 O/\ N �.- -- — z- \-�' W o 3 2 Roof gaming Plan I —0- Residence I g TRUSS LAYOUT ISIPROVIDED BY CHAMBERS TRUSS INC., PROJECT NUMBER 76274, DATED 9/10/2019 12 1 0 S n Roof Zone Plan 52.1 3/32'= 1,-0„ o O �.... O F a M FILE I � I II II li Y STANDARD LOAD CALCULATION FOR TREVASSOS RESIDENCE General lighting 2,424 sq. ft. @ 3VA------- 7,272VA Small appliance circuits 2 @ 1,500VA--------------- 3,OOOVA Laundry circuit 1 @ 1,500VA---------------- 1,500VA Total General lighting load----------------11,772VA First 3,OOOVA @ 100% --- -- -- -- --------- 3,OOOVA Remainder 8,772VA @ 3,070VA Dishwasher -------- --------- ----- ------ _--------------------- 1,875VA Garbage disposal-----1,270VA Water heater------ -------- - --- 4,500VA (6) ceiling fans @ 120VA--- --- __-- ______ --------- 720VA Appliances total------ - ----- - 8,365VA Four appliances @ 75%----- ----- --- «------------------ 6,274VA Hot Tub------------------------------------------- - ----w_ ___-12,000VA RVBuilding----------------------------------------------------------------------------- 9,220VA IrrigationPump--------------------------------------------------------------------- 2,880VA Range ------- __ ------------------ _ 8,000VA Heat ----- ---------------15,000VA Dryer--- -- --------------- --------------_--------------------------- ------ 5.000VA TOTAL DEMAND VA FOR EXISTING HOME ----------------- -------------- ---64,444VA 641444VA _ 240 VOLTS = 268.52 AMPS USE 300 AMP SERVICE Electrical Calculations S .1 N.T.S. TREVASSOS RESIDENCE PANIFI 1 OF 7 30. IRRIGATION TIME CLOCK 29. 28. 27. GARAGE GPI RECEPTACLE 26, HALUUTILITWGARAGE LIGHTS 25. LAUNDRY GFI RECEPTIWASHER 24. DEN 23, 21. EAST GARAGE 220 RECEPTACLE 22. MORNING RMICABANA/HALL 20. DINING RMIFOYER LIGHTS 19. 18. DINING RMIMORNING RECEPTS 17. MICROWAVE 16. DEN 15. 13. DRYER 14. WET BAR 12, FRONT WEATHERPROOF RECEIPTS 11. 9. RANGE 10. WEATHERPROOF RECEIPTS 8, 6. STORAGE BUILDING 7, 5. AIR CONDITIONER #1 4. 2. I POOL PANEL 1 1 3. 1. AIR HANDLER #1 ----- -- - --- WHITE ELECTRIC 645 3" PLACE, VERO BEACH, FLORIDA 32962 567-2642 TREVASSOS RESIDENCE PANFI 7 r1F 7 30. 29. 28. 27. BEVERAGE COOLER 26. 25. WATER HEATER 24. 22. HOT TUB 23. GARAGE GFI RECEPTACLE 21. POOL BATHROOM 20. GARAGE GFI RECEPTI GARAGE DOOR OPENER 19. BATHROOM #2 18. GREAT ROOM 17. MASTER BATHROOM 16. MASTER BEDROOMIHALLWAY 15. KITCHEN 14. BEDROOM #3 13. SOUTH KITCHEN GFI RECEPT 12. BEDROOM #2 11. WEST KITCHEN GFI RECEIPT 10. POWDER BATHROOM 9, REFRIGERATOR 8. GARBAGE DISPOSAL 7. 5. AIR CONDITIONER #2 6. DISHWASHER 4. KITCHEN ISLAND RECEPTACLES 11 3, AIR HANDLER #2 __ 2. KITCHEN HOODIIGNITOR i1. WHITE ELECTRIC 645 3RD PLACE, VERO BEACH, FLORIDA 32962 567-2642 Electrical Panels N.T.S. 2 Electrical La out , S31 3/16'= V-0" N.T.S. 32Lr G 1 22 KW � I UTILITY _ PROJECT NUMBER: ELECTRICAL SYSTEM IS DESIGNED BY: 19RO23 DANIEL RICHMOND OF WHITE ELECTRIC LIC NO: EC13002005 645 3RD PLACE VERO BEACH, 32962 2 m G C a `u w G c 2 b N LU I"- O Ln .°1c m E N � > � a O v e U a 4 GARAGE MAIN MAIN 10172 2OF2 1SDA 150A 150A 3-ervioe mce 30-CKT entrance 30-CKT WISUPP rated MICB ATS WIFFISIN (2) VO AL (1) #1 AL (N) (1)*4 AL(G) (2)*4THHN CU 1) #6 THHN CU (N) (1) #8 THHN CU (G) I- 12) 710 AL (1) #1 AL (N) i WHITE ELECTRIC M.P.CNO Richmond Inc. 545 3rd Place Vero Beach, FL 32963 u N O Li } m W Q m W U O v>' Z?� H 'G COL 3:12-17 0 'a U O � (1 0 V 2 � R O w v O E I W W N N y M m WW W N En N J LL Z C7 19 N m 2 0 LO c l Z Q W N WW u m v Q W N o > @J G c N z O v M LL M Z p In N G !.1 O G O N 0 0 a w 0 0 N N 0 a a 0 Z v N n a c c rn 0 W m �- v U H z a° Z W ° N W UZD ® ® J I W a Ul rit [� w 1MLOry ML4 l.L Y m W J a `o (2}43TNHNCO Z I 1)#6TNHNCl9'(N) (1}#8TNNNCO(G) 91 r/► LI � v a, J 0 LL a LLI U o w v a LL LL �i w, ec rlca ayou , Calculations and Riser Diagram co co N ■ 0 N O C] F Q ■ N � FILE I COPY N l First Floor. E) Job #: Travassos Residence E-Calcs Plus, Inc. Scale: 1 : 138 Performed by E-Calcs Plus, Inc. for: Page 1 Travassos Residence 9250 Corkscrew Rd, Suite 8 RightSuite® Universal 2019 10526 Oakbridge Ct Estero, FL 33928 19.0.09 RSU25198 Ft Peirce, FL 34951 Phone: 239.810.6106 2019-Aug-27 12:51:47 www.ecalcsplus.com edc@eealosplus.com ...avassos Residence 8.27.2019.ru 1 Mechanical Layout 2 N.T.S. � PROJECT NUMBER: 19RO23 v Y N 0 G ,III. 2 Q u G O Z a 'a rVO to LU toa'. ~ s, en en � a I I � S U N H O m Z � O W ?j O U N 33.1 COL 3: 1 2-1 7 0 o'. � o a J Z _ lY w UU o W t 0 (6 m W 0 Z > m rn w N. 31, !A Ui1 � a, rn 0 LL o� _Z h Eleq Z Q 1 W N F W W u m J n w Q W V C O > o Z en U- u1 Z o rl N ' 0 a c a N I o I > a v N a 0 c Ln `o W r U Z W —�l J F- z O U o a £' c W 2 0 W � U D 0 J In Y �W�Ir''lt a J LI 0 W � N Q w1 0 U) ® v U] JI l0' '" a `o Q Z N �I > o L PV ® v a LLL LU o r r U N' w_ a. a. L- p Mechanical' I 2 53.2 00 ti .rn 0 N O N O 8 OF 1 0 Im ti FIDE COPY l BEARING WALL BELOW P.E. GIRDER TRUSS ' I L P.E. TRUSS o .. /z" ICYNENE INSULATION "LD-C-50" SPRAY -FOAM SINGLE HDU2 W/ (6) 1/4" x 3" SCREWS AND 5/8" ANCHOR ASSEMBLY INSULATION "R-20" W/ "NO -BURN PLUS XD" PLAN VIEW BOLT INTUMESCENT COATING. DESIGN IS APPROVED PER ICC- LLUATIONREPORT ESR-1826."ALTERNATE MATERIAL AND ____________________________- METHOD OF CONSTRUCTION PER FBC 104.11" 12 ---------------------------- METAL ROOF OVER PEEUN STICK UNDERLAYMENT OVER SHEATHING PER ROOF 5 TYP. SLOPE FASTENING SCHEDULE ' I P.E. TRUSSES AT 24" O.C. MAX. W/ CONNECTORS PER ROOF PLAN AND P.E. TRUSSES AT 24" O.C. MAX. / SCHEDULE SEE TYPICAL WALL SECTION FOR TYPE OF HDU2 W/ (6) 1/4" x 3" SCREWS AND 5/8" ANCHOR 2x4 PT LEDGER W/ 3/16" x3" TAPCONS AT 12" U VENTED ATTIC INSULATION BOLT, AT TRUSS ABOVE AND AT DOUBLE STUD O.C. MAX. 2x4 AT 24" O.C. MAX. W/ (2) 'BELOW PER FRAMING PLAN 12d's AT TRUSS AND (2) 12d'S e 9'�" TOENAILED AT LEDGER 1/1" GYPSUM TYP., s/s°TYPE "X" AT GARAGE - OVER LIVING AREAS I --- -- ----------------------- 1/2' GYPSUM TYP., 5/8° TYPE X AT GARAGE 2' - 01 (2) COURSE BOND BEAM W/ #5 BAR HORIZ. CEILINGS UNDER HABITABLE SPACES 1/2`GYPSUM TYP., s/8" TYPE X AT GARAGE CONT. IN EACH COURSE (2) 2x4 TOP PLATE, 36" SPLICE MIN. ! ' CEILINGS UNDER HABITABLE SPACES UNVENTED SOFFIT PER PRODUCT APPROVAL (2) 2x4 TOP PLATE, 36" SPLICE MIN. PRECAST LINTEL PER PLAN/SCHEDULE OVER 2x SP HEADER W/ PLYWD FLITCH OVER OPENINGS OPENINGS AS OCCURS: 2x SP HEADER W/ PLYWD FLITCH OVER #5 DOWELS W/ 90 DEGREE ACI HOOK AT TOP (2) 2x4 UNDER 4' WIDE OPENINGS AS OCCURS: (2) 2x6 UNDER 6' WIDE (2) 2x10 UNDER 4' WIDE (2) 2x8 UNDER 8' WIDE (2) 242 UNDER 6' WIDE 8"x8"x16 MASONRY IN RUNNING BOND, W/ FILLED CELLS PER PLAN AND AT 48" O.C. MAX. 1/2" CEMENTITIOUS FINISH OR SIDING, SEE FOLLOW NOTES FOR HORIZ. REINF. 2x4 SPF STUDS AT 16" O.C. MAX. W/ (2) 16d's 2x4 SYP STUDS AT 16" O.C. MAX. W/ SP4 OR ELEVATIONS, W/ EXT. ACYRLIC COATING TOENAILED AT TOP AND BOTTOM RSP4 AT TOP AND BOTTOM OF EACH STUD, UNLESS HOLD DOWN IS AT STUD 11 MI 1/2" GYPSUM OVER 1x3 FURRING STRIPS AT 16" O.C. W/ R-4.5 PI -FOIL, FILL BLOCK VOIDS WITH FOAM INSULATION 1/2' GYPSUM AT EACH SIDE PER FBC-R 702.3, 1/z" GYPSUM AT EACH SIDE PER FBC-R 702.3, #5 DOWELS W/90 DEGREE ACI HOOK — (R-3.6) TYP. TYP. AND R-11 INSULATION AT NON - CONDITIONED SPACES HOLD DOWN PER FOUNDATION PLAN SEAL JOINT W/ WATERPROOFER CLEAN -OUT AT EACH FILLED CELL FOR INSPECTION, EITHER PT 2x4 PLATE W/ 3/16" x 3" TAPCONS AT 12' SIDE Of WALL O.C. MAX. z v PT 2x4 PLATE W/ 3/16" x 3" TAPCONS AT 12" SLOPE GRADE AWAY FROM FOUNDATION, O.C. MAX. COMPACT 24" OUTSIDE OF BLDG MIN. 4" THICK 3,000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1 4" THICK 3000 PSI CONC. SLAB W/ 6x6- 4" THICK 3,000 PSI CONC. SLAB W/ 6x6- LBS/CUYD FIBERMESH W1.4xW140R2.1L85 C / UYD FIBERMESH _ o W14xW14 OR 2.1 LBS/CUY D FIBERMESH < r " I Fd 11 II I HT, 10 MIL VISQUEEN VAPOR BARRIER OVER 6 MIL VISQUEEN VAPOR BARRIER OVER d a I I TERMITE TREATED; WELL COMPACTED FILL TERMITE -TREATED, WELL -COMPACTED FILL 1/J 6 MIL VISQUEEN VAPOR BARRIER OVER TERMITE -TREATED, WELL -COMPACTED FILL 0'-3" — W_ I REINFORCED CONC. FOOTER PER REINFORCED CONC. FOOTER PER COV. — PLAN/SCHEDULE ,III ELEVATION VIEW PLAN/SCHEDULE al 1 T ical Wall Section Typical - Load Bearing �� Interior WaILSection Non I 3 Interior Wall Section - Load Bearing "_ 1 I0- 3/a - 3/4"= 1' 0" 2x4 SPF STUDS AT 16" O.C. MAX., LOCATE RSP4 AT TOP AND BOTTOM OF STUDS AT 32" O.C. MAX. 8'x8"x16 MASONRY IN RUNNING 1/2" GYPSUM AND R-11 INSULATION 1/2' CEMENTITIOUS FINISH W/ EXT. BOND, W/ FILLED CELLS PER PLAN AND AT48" O.C. MAX. FOLLOW ACRYLIC COATING NOTES FOR HORIZ. REINF. P.T. 2x4 PLATE W/ 1/4' x 3" TAPCONS AT 12" O.C., LOCATE #5 DOWELS W/ 90 DEGREE ACI HOOK SUPPLEMENTAL CONNECTORS PER FRAMING PLAN Z U W ae #4 BAR CONT. IN CURB 4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW 1.4 OR 2.1 SLOPE GRADE AWAY FROM ZD c LBS/CUYD FIBERMESH FOUNDATION, COMPACT 24" ;,� a g " 4" THICK 3,000 PSI CONC. SLAB W/ 6x6- + o OUTSIDE OF BLDG MIN. W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESH to C VISQUEEN VAPOR BARRIER OVER TERMITE- I —III .! • • III ( p W TREATED, WELL -COMPACTED FILL (— , d I 10 MIL VISQUEEN VAPOR BARRIER a OVER TERMITE -TREATED, WELL - —e COMPACTED FILL REINFORCED CONC. FOOTER PER — PLAN/SCHEDULE 0'-3' W COV. — REINFORCED CONC. FOOTER PER PLAN/SCHEDULE 4 Wood Wall at Bell Footer w/Step Garage Footer Section 3/4" = 1'-0" 3/4" = 1'-0" II Project Number: 19R023 F = FILLED WITH GROUT U = UNFILLED QUANTITY OF #5 FIELD ADDED REBAR AT BOTTOM OF LINTEL 8F16-1B/1T NOMINAL WIDTH I, J - - - QUANTITY OF #5 FIELD ADDED NOMINAL HEIGHT REBAR AT TOP OF LINTEL #5 FIELD ADDED REBAR AT TOP PF COMPOSITE U - LINTEL MIN. (1) REQD. 1-1/2' CLEAR, TYP. FIELD PLACED CMU 15-5/8" ACTUAL O Ln 16" NOMINAL HEIGHT SOLID GROUT, TOP TO BOT. r-4O U) ir~ L �, •. #5 FIELD ADDED REBAR AT N .*-' ;� BOTTOM OF U-LINTEL CAVITY m E > 7-5/8" ACTUAL q ~ 8" NOMINAL WIDTH PRECAST REINFORCING PER O v MANUFACTURER � I a fn s6 Masonry Bond Beam Detail Q LU O z w LU LU o N~ OC I LU C _ v7 O COL 3:1 2-17 � I ® a J z W F- o (D v o W a lr) N N s cn o0 W '+- c) Z a L7 IN m2o19 c.. LINTEL SEE FRAMING PLAN ® Z U w ¢ O z W a 2mr a0^U z a ` p u� z � VI 2x6 PT SP W/ 1/4' x3" TAPCON W/ 1" STL 0 _ � o WASHER AT 6" O.C. STAGGERED 9 N O ® n 0 0 3 tR C o Z N W h W }- W.0 m N Q p Z Nrt 7 Garage Door Jamb CMLIPRo 4unlr� ai � 'e u) ° � v m w U LL Z a° ZD Z w 0 0 w U ® O J +'S 8 CD I W a U o W _J u MISSED STRAP DOES NOT LINEUP WITH TRUSS Y ° ® IL Q Q. _O a^ - O Cfl ADD NEW CONNECTOR IN a ` Q a Z " ;II ^, c LIEU OF MISSED STRAP—� N uJ L s9 Q O J N ILL o LLUJ c WOOD TRUSS r" Cr o w i I d It rn � v LL O IF MISSED CONNECTOR IS HETA 20, CONTRACTOR SHALL USE (2) HTSM20 STRAPS W/ (4)1/4 `X 21/4" TITENS & (10) 10dx1.5" Wall Sections and IF MISSED CONNECTOR IS (2) HETA 20s, CONTRACTOR SHALL USE Details FGTR OR VGT PER MANUFACTURER REQUIREMENTS. ' I � S4.1 a (8� Missed Strap Detail o 54.1 1/2" = V-0" No rv! 9 O F- 10 N 11 FIL COPY a c G 0 :c `u m 0 o I I z 1 Footin 1' 3/4" = I'-0" 1' - 0" MIN. LAP I SEE PLAN PROVIDE ADDITIONAL #5 BARS AT THICKEND FOOTING A MIN. / 1' - 4" OF 12" BELOW PIPE MIN. Detail 1/8" WIDE SAW -CUT SHALL BE MADE AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT AGGREGATE BEING DISLODGED BY SAW Saw Cut Detail ) I"= 1'-0" CORNER PERPENDICULAR Footer Intersection Detail S ' 3/4" = 1'-0" BELL THRU PAD FOOTER /- a a. SEE TYP. WALL SECTION FOR INTERIOR !G FINISHES, TRIM PER OWNER k b b. COAT MASONRY WITH LIQUID WATERPROOFING, THEN ADD 3 LINES OF SEALANT AT MASONRY, THEN INSTALL (1) 0' -1 1/4" 2x6 P.T. BUCK 1 MIN, C. SEALANT AT FLANGE TO BUCK d d. 1/4' MAX. NON -DEGRADABLE SHIM W/ e BACKER ROD AT PERIMETER, TRIM SHIMS a 9 1/4' FROM FACE e. '/16"0 x 3" TAPCONS AT 10" O.C. MAX. m THEN INSTALL LIQUID WATERPROOFING c d OVER FACE OF BUCK d-' p f. N/A 9. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4' GAP h AT WINDOW, THEN SEAL e e h. SLOPE TO DRAIN, LEAVE 1/4' GAP AT a WINDOW, THEN SEAL c 1. PRECAST OR POURED IN PLACE SILL j. SEALANT AT BUCK TO MASONRY b k. LINTEL PER PLAN/SCHEDULE i b I. FILLED CELL W/ #5 VERT. M. PVC CASING BEAD W/ REINFORCEMENT AS NEEDED PER CODE. NOTES: 1. DO NOT INSTALL ANCHORS IN WINDOW SILL UNLESS NOTED BY PRODUCT APPROVAL. 2. THE FLASHING SHALL EXTEND PAST THE SURFACE OF THE EXTERIOR WALL FINISH. ALL LISTED PRODUCTS BELOW ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS. a. LIQUID FLASHING: OSI QUAD FLASH, PROTECTOWRAP LWM200, OR TREMCO DYMONIC 100. 3. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD. Nindow Detail at CMU I"= 1'-0" ICI iii I �I i A/C COMPRESSOR FF 3"x3"xlh" ANGLE 3" LONG (ONE AT EACH CORNER) SECURE EACH TO CONC. PAD WITH 1/1"x3" EMBED EXP. ANCHOR ATTACH TO UNIT PER MANUF. OR USE (2) #14 SELF TAPPERS PER ANGLE, THREE THREADS PENETRATION TO FRAME 0' - 6" MIN. 6" CONCRETE SLAB PER PLAN ii � I , Condensor Anchor Detail S4. 3/4" = 1'-0" i I SEE FOUNDATION PLAN FOR #5 BAR CONT. W/ 18" LAP SPLICE MIN. CONCRETE SLOPE TO DRAIN I 1 1 Step Down at Shower 7 Overbuilt Framin 54.2 1 = 1'-0" S4. 3/4" = V-0 i tr.r ^ 16"TVP.� FURRING SPACING i. o 1E - - e 7.25" x /16" HARDIE PLANK W/ NO. 11 GA ROOFING NAIL, 1.75" LENGTH AS BLIND FASTENER 0 0 0 9 GA 2.5" CUT NAILS BETWEEN TAPCONS 2x4 PT SYP AT 16" O.C. MAX. IN ZONE 4 W/ 1/4' x 3" TAPCONS AT 20" O.C. MAX. STAGGERED. LOCATE FURRING ATTHE ® FOUR OUTSIDE CORNERS AT 12" O.C. MAX. '° xQ ' Siding over CMU - 2x. 3/4 _ - 1'-0' it i b a. SEE TYP. WALL SECTION FOR INTERIOR FINISHES, TRIM PER OWNER b. COAT MASONRY WITH LIQUID WATERPROOFING, THEN ADD 3 LINES OF c SEALANT AT MASONRY, THEN P.T. BUCK d C. SEALANT AT FLANGE TO BUCK d. 1/4' MAX. NON -DEGRADABLE SHIM W/ a f BACKER ROD AT PERIMETER, TRIM SHIMS h d 1/4" FROM FACE e e. 1/40 x 3" TAPCONS AT 10 O.C. MAX. THEN INSTALL LIQUID WATERPROOFING OVER FACE OF BUCK f. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4' GAP g AT WINDOW, THEN SEAL 9. 3 HEAVY CONT. LINES OF SEALANT AT THRESHOLD TO CONC., THEN 1/4"0 x 3" TAPCONS AT 10" O.C. MAX. (SEE NOTE #1) h. SEALANT AT BUCK TO MASONRY OPTIONAL 1" RECESSED SILL AT L LINTEL PER PLAN/SCHEDULE QUTSWING/SLIDING DOORS j. FILLED CELL W/ #5 VERT. NOTES: 1. DO NOT INSTALL ANCHORS IN SILL UNLESS NOTED BY PRODUCT APPROVAL. 2. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES. 3. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD. ¢�J Door Detail at CMU 0. B iffflY 3/4" = 1'-0" 2x4 RIDGE BLOCKING W/ (2) 12d's TOENAILED AT EACH END STRUCTURAL SHEATHING PER COMPONENTS AND CLADDING SCHEDULE P.E. TRUSS OVERFRAMING AT 24" O.C. MAX. ATTACH PER BELOW TOP CHORD OF PRIMARY P.E. TRUSS P.E. TRUSS OVERFRAMING AT 24" O.0 MAX. STRUCTURAL SHEATHING PER COMPONENTS AND CLADDING SCHEDULE SIMPSON VTCR CLIP AT 2' O.C. TO TRUSS TOP CHORDS W/(3) 10d x 1-1/2" NAILS TO OVER TRUSS AND (4) 10d NAILS TO UNDER TRUSS TOP CHORD OF LOWER P.E. TRUSS, SPACED AT 24" O.C. MAX. Trusses BEAM SIZE ROWS 2x8 2 2x10 3 2x12 4 Oil NUMBER OF PLYS SIZE OF NAILS pX. 2 10d's 3 12d's 4 16d's 5 16d's MULTI -PLY BEAM W/ NAILS PER SCHEDULE — OPTIONAL'/2" PLYWOOD BETWEEN PLYS, GLUED AT EACH FACE ROOF MEMBERS AND CONNECTORS (2) 2x TOP PLATE NOT SHOWN FOR CLARITY HEADER, SEE SCHEDULE 2x BUCK PER DETAIL, ATTACH PER SILL NOTE BELOW MSTA24 W/(18) 10d's AT EACH JACK STUD \ I (#) 2x JACK STUDS PER PLAIN/SCHEDULE (1) FULL LENGTH 2x KING STUD 2x STUD WITH CONNECTORS AND SPACING PER WALL SECTION I 2x PT BOTTOM PLATE WITH CONNECTORS AND SPACING PER WALL SECTION ANCHOR AT OPENING PER FRAMING PLAN/SCHEDULE Project Number: 19RO23 � o iv lot o, iv 0 io U C O NN 0 Q� G L o 6 N v 0 a a c d z o S I� O Ln Cr M >_ N I Q) o a O w I S r m m LU N �. N Q o z w � v w 7) Q i>> Q w c t LA _ F_ Ln p w K a c a L 0 COL 3:1 2-17 2 a L � F u 0 J y W I= c� z Lr) m C] Z > z h N mt M aUWz ' f i W N I- L WU CO U W ( n z Q V z c f t o � 0 N aL a m 0 IV Hi o h 0 A: o O a 1- rri N Q' °a O y , zII _ a ',,,', ��� O� ` ,,, III 11 �• o Ln Ol a m E L� f � o U �y Li z a =' O i la 7 I'' Z W ❑ W w 0 > rry Q ❑ IJ � o _ o rr nn UJ rW�r1I V1 U o W J 3 N w v UJ Q m LL o N Q L W N UJ a uJ ❑ w a `o Q Z N c uJ 11 l v J LL ® �N c L u.i LU r U o v o 1— WLU oL u. 'o Details 54.2 �n 0 0 N 10 O F 10 r FILE COPY 1 Floor Plan - Residential Structure 1 1/4'= 1'-0„ d Door Schedule Mark Size an Type Design Pressure (PSF Min.) Area Height Width 1 3080 W (2)12" S.L. +31/-34 24 SF 8' - 0" 3' - 0" 2 16' x 8' OHD +28/-33 128 SF 8' - 0" 16' - 0" 3 6080 W/(2) 12" S.L. +30/-32 48 SF 8' - 0" 6' - 0" 4 6080 +30/32 48 SF 8' - 0" 6'- 0" 5 36" x 96" +31/-40 24 SF 8' - 0" 3' - 0" 6 32" x 96" 21 SF 8' - 0" 2' - 8" 7 36" x 96" 24 SF 8' - 0" 3'-0" 8 36" x 96" 24 SF 8.-0.. 3'-0" 9 32" x 96" 21 SF 8' - 0" 2'-8" 10 32"x96" 21 SF 8'-0" 2'-8" 11 32" x 96" 21 SF 8' - 0" 2' - 8" 12 4080 32 SF 8' - 0" 4' - 0" 13 4080 Opening 32 SF 8' - 0" 4' - 0" 14 4080 32 SF 8.-0.. 4' - 0" 15 24"x 96" _ 16 SF 8.-0.. 2'-0" 16 24"x 96" 16 SF V - 0" 2' - O" 17 3280 23 SF 8' - 0" 2' -10" 18 3280 23 SF 8.-0.. 2'-10" 19 3280 23 SF 8' - 0" 2'-10" 20 32" x 96" 21 SF 8' - 0" 2'-8" 21 32" x 96" 21 SF 8' - 0" 2' - 8" 22 32" x 96" 21 SF 8' - 0" 2' - 8" 30 12' x 14' OH D 168 SF 14' - 0" 12'- 0" 31 10'x8'OHD 80SF 8'-0.. 10.-0" 32 36" x 84" 21 SF 7' - 0" 3' - 0" 33 10'x8'OHD 80SF 8' -0" Window Schedule Mark Window Size Operational Type Design Pressure (PSF Min.) Areaa Width Height A 3' - 0" 6' - 0" +32/-42 18 SF B 3.-0.. 6' - 0" +32/-35 18 SF C 3' - 0" 6' - 0" +32/-35 +32/-35 18 SF 18 SF D 3' - 0" 6'-0" E 3' - 0" .6'-0" +32/-35 18 SF F 3' - 0" 6'-0" +32/-35 18 SF G 5' - 0" 2'-0" +32/-35 10 SF H 3' - 0" 6' - 0" +32/-35 18 SF I. 3'-0" 6'-0" +32/-35 18 SF J z' - 0" 6' - 0" +32/-35 18 SF K 3' - 0" 6'-0" +32/-35 18 SF L 3' - 0" 6' - 0" +32/-35 18 SF M 3' - 0" 6' - 0" +32/-35 18 SF N 5' - 0" 2' - 0" +33/-44 10 SF R 1' - 0" 8' - 0" Sidelite +33/-36 8 SF S 1' - 0" 8' - 0" Sidelite +33/-36 8 SF SQUARE FOOTAGE CALCS: UNDER AIR 2,677 SF PORCHES/GARAGE 1,452 SF TOTAL BUILDING AREA 4,129 SF UNDER AIR VOLUME CALCS: 24,976 CIF INCLUDES ATTIC SPACE (NON -VENTED) RECEIVED LFEB 19 2020 ST. Lucie County, Permitting FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # -E-1UPZy311 &Well # ,q Date: Reviewer: Project Number: 19RO23 Tat, 0 u c d 2.- COL 3:12 •17 F- _ 0 J Z a I w 0 W F- O 0 C] W N M Z Ol > J m UI _ N 2W(vn ry m : M w U $ LL J W W Q -W'Mncc U Z 0 ■ Q w G I— ❑ > c z F- Ln ° a, o N 0 0= e, LU. W 0-.—, Z bU h ii4: u, rn W I- m U 0 Z W U W U j ❑ J rp U, W�/ UJ Q m o LL Q U7 1 U Z W N Q cn L J O La L u; Lu a U_ w Floor Plan - Residence Sl .l 1 OF 3 NO FILE COPY 1/4,. = 1.-0.. , / I / a / 3 Rear _ si. 1/4= 1 '-0„ 12" \� 4„ _ First Floor Plan 0'-0" Project Number: 19RO23 d � o O N N O L a c a N W 0 0 c 0 u C N O ci `u a, W a, G 0 W' i O i a 0 n'. 0 0 2 `o a a Ol p " E OUC ~ . Ol00 n vi O � w 0 a r t m N W co Q N Q W � o z v W = W Q Q j s N W ~ QI c N 0 a O COL 3:12-17 `o, 1 � U O � � a Z y � v I a W t= O Ou w U W N J N CJ Q N Z Ol 0 Ul N � rn m2O(d c m ¢ lJ 5 LL a Z Q z m, v WW L U a o r z z N v '^ o � c N 4 'o 0 N 4 Of N L ♦♦♦ \,fit ° ^!��%� N C.,-2 o 0 0 i V 0 a .. Ln "a rn m � W I- U z Z Lt l 0 U E W 2 _ 0 a J +'C. 0 u O W J p C N G/ m y a Lc 0 Q N O U] W ❑ N r L_ Q ` O Z i Q U7 N v 0 W N L r U v LU I— L a 0 Elevations - Residence S1.2 N O 0 2 of 3 I 0 00 8'-8" 30- - 0" 13' - 8" SEE S1.1 FOR DOOR SCHEDULE v Buildinq D 0 0 N m N i° 7--8" Accessory Buildir t 11 C 1 4 1 arage TOB_ 16'-0" 2 Accessory Building Front rY g 51,3 3/16'= 1,-9- 12" s accessor 51.3 3/ 16" = 1'-0" s° W i K n Accessory Building Right �51.3 3/16"= 1'-0" SQUARE FOOTAGE CALCS: GARAGE 1.200 SF 0 n O a Z `o i^ E: ~ s O N 01 0- > r1 = O v o' a �N U W N W � o in 0 N uiui j F— Q t Ln W a Lno — ----- ---" --- ° COL 3:1 2-1 7 1 0 0 0 0 Z v ti a W ' uu L3W v=i M� a w Z N Q LL ul J [7 m z U 'D o LL % W N a v W W u z0I�K a LU q cr , c 1 > a >Aa tR Lu v~i ` 0 0 N W a a 0 i Z 3' h Q.�O� d ........... c Ln N 01 ° T c M w' w �— a a U z Z w ° W ❑ W U U QJ W N ((�� rp U) �r `o } v w J ❑ LL Y Q y ° u w ❑ N 1r'^1 V• �11 u � a � _ N v Q U] LnLL a J '^ W N, L r u I ' W a it �N u- W Floor Plan and Elevations Accessory Building_ __ 2 a S'1 .3 N 0 ti m 0 3 OF 3 00 00