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HomeMy WebLinkAboutPARTIAL PROPOSED FLOOR PLANTO REMAIN LINE OF EXISTING OVERHANG (TYP.) wrcTTNG TANKLESS Z HEATER T , N :XISTING ;EFRIGERANT LINE ,RASE TO REMAIN IVE EXISTING G DOOR ..,.....:Y WALL TO REMAIN (TYP.) PARTIAL DEMO FLOOR PLAN EXISTING ARAF �o N L LINE OF EXISTING OVERHANG (TYP.) EX. DRIVEWAY 8"=1' SCALE EXISTING A/C CONDENSING UNIT AND CONCRETE PAD TO REMAIN 2'-6" 12'-0" 2'-6" LINE OF PROPOSED OVERHANG (TYP.) PARTIAL PROPOSED FLOOR PLAN 8" =1' SCALE EX./NEW PAVERS ATTIC VENT CALC: REQUIRED: 130 SF (144 SQ. IN./SF)/150 = 125 SQ. IN. SOFFIT: 35 LF / 6' O.C. = 6 VENTS 6 VENTS (6"X18"X0.5) = 324 SQ. IN. AREA TABLE (S.F.) EXISTING LIVING AREA 2,178 EXISTING GARAGE 552 EXISTING FRONT PORCH 56 EXISTING REAR PORCH 288 EXISTING REAR PATIO 312 PROPOSED GOLF CART GARAGE 130 TOTAL 3,516 SCooe of Work New golf cart garage addition Building Code 2020 Florida Building Code: Residential 2017 National Electric Code Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH (3 second gusts) Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficent: +/-0.18 Structure Designed: Enclosed Assumed soil bearing capacity: 2000 p.s.f. (Contractor to verify) GENERAL STRUCTURAL NOTES: GENERAL: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE RESIDENTIAL ALONG WITH AMENDMENTS. MATERIALS AND SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACT SPECIFICATIONS. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE JOB CONDITIONS AND RESTRICTIONS. INSTALL ALL PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. i nnnrnir�c• ROOF LOADS: LIVE LOAD: 20 PSF DEAD LOAD: 25 PSF WIND LOADS: ULTIMATE WIND SPEED, 3 SECOND GUST: 160 MPH BUILDING CATEGORY: II EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFFICIENT: +/-0.18 rnr%1r_D TL=• CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS, LATEST EDITION. REINFORCING SHALL CONFORM TO CRSI, LATEST EDITION. CAST -IN -PLACE CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE CORNER BARS WHERE REINFORCING STEEL CHANGES DIRECTION. MASONRY SHALL CONFORM TO ACI SPECIFICATIONS, LATEST EDITION. MASONRY SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI. LAP REINFORCING 2'-6" MINIMUM. WOOD FRAMING: WOOD FRAMING SHALL BE SOUTHERN PINE, No. 2 OR BETTER. ss,, SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 Brian Maskol, P.E. Digitally signed by Brian Maskol, P.E. Date: 2021.08.25 08:57:42-04'00' z w � z O O I— a � � z UUj w � 0 � Q a w cD z 0 J_ D m N Q Ln 0 00 z O U > w zw OJ ~U I --Ice 0 1--I pU Q >- LL Uj Q V Q o�wU w Q 3: (D U) 2: Q I..L a- Qz U� U_ CO —i Ln -r­q rO V V1 z Q O O 0 �,�..0 Vl O a- 0 o. LORW O G W 0 DATE DESIGNED BIM 03-01-21 DRAWN MJN 03-01-21 CHECKED JOB NO. 2021-029 A-1 ,,ss,, SUMMIT DESIGN & FORENSICS, INC. PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures FL# 17184.9 Swing Door Glazed Fiberglass Plastpro Impact 1 /4" x 1 1 /4" min. embedment Tapcons spa. ©14" See Sht. A-2 +/- 50 O.C. Max. NOA# 16-0112.08 Tile Roofing Estate S Entegra - 10d ring shank nails or mortar/adhesive set See Sht. A-2 EXISTING GARAGE EXISTING MASONRY NOA# 18-0502.03 Roofing Underlayment Tile Seal Boral - Self -adhering See Sht. A-2 DOOR TO REMAIN WALL TO REMAIN F1 C Allowable Wind Pressures End Wind Trib. Zones - PSF Zone Speed Area 1,2e 2n,2r,3e 3r 4 5 +33.5 +33.5 <10 s.f. -30.6 -53.8 -788 -36.3 -44.8 +31.9 +31.9 160 20 s.f. -29.8 -49.0 -73.6 -34.8 -41.8 4 ft. mph +29.9 +29.9 50 s.f. -28.6 -43.3 -66.9 -32.7 -37.8 +28.5 +28.5 100 s.f. -27.7 -39.1 -61.8 -31.3 -34.8 +24.9 +24.9 500 s.f.X[><X -27.7 -27.7 Gross pressures are for windows, doors, framing, roofing, and other building components and cladding. Roof Zones: 1 thru 3 Wall Zones: 4 and 5 EAVE „A„ ROOF SHEATHING NAILING ZONE (TYPICAL GENERIC ROOF PLAN " PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 10 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE 02 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE ( NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. EXISTING WINDOW TO REMAIN EXISTING MASONRY WALL TO REMAIN ELEVATION A Z" =1' SCALE ELEVATION B 2" =1' SCALE kSON RY WALL .STUCCO TO MATCH JG (TYP.) NEW TILE ROOF SYSTEM TO MATCH EXISTING NEW FASCIA & SOFFIT TO MATCH EXISTING NEW MASONRY WALL W/ PTD. STUCCO FINISH TO MATCH EXISTING (TYP.) NEW 6'-0"X7'-0" GARAGE DOOR 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 Brian Digitally signed by Brian Maskol, Maskol, P.E. Date: 2021.08.25 P.E. 08:57:57-04'00' z w � z O I—o a I— Q� z w o � Q a w 0 cD z 0 J D m N Q L!1 00 z O L w Z OW i--i J U 0 -- 0 U a >_ LL W Q (D Q~� 0�W�, <WU (D 3:2: �v,_j 0. 3: Q Q Uz L 00 O `n V � V1 Z O W J W 0 W U) O a- 0 0. DATE DESIGNED BIM 03-01-21 DRAWN MJN 03-01-21 CHECKED JOB NO. 2021-029 1 A-2 EXISTING GARAGE Eli EXISTING FOOTING (TYP) EXISTING MASONRY WALL (TYP.) DOWEL NEW FOOTING INTO EXISTING FOOTING W/(2) #5 X 2'-8" LONG EPDXIED 8" INTO EXISTING FOOTING (TYP) 0I0I/ 0 JE11 1E110 El L El NEW 1'-4" X1'-4" :T CONCRETE FOOTING W/(2) #5 CONT. (TYP.) PROPOSED El 0 #5 DOWEL SPACED @ 4'-0" O.C. MAX & AS SHOWN (TYP) GOLF CART GARAGE I 10 PARTIAL FOUNDATION PLAN 8" =1' SCALE EPDXY BOND BEAM REINFORCING 6" INTO EXISTING (TYP.) REMOV EXISTIN TRUSS VERHANG EXISTING PRE-ENGINEERED EXISTING MASONRY WOOD TRUSS (TYP) WALL (TYP.) DOWEL NEW MASONRY TO EXISTING W/#3 X1'-0" LONG DOWEL EPDXIED 6" INTO EXISTING SPACED @ 1'-4" O.C. VERTICAL (TYP) NEW $" PLYWOOD FASTENED WITH 8d RING SHANK NAILS SPA. @ 6" O.C. (TYP) NEW 2X6 OUTLOOKER SPACED @ V-4" O.C. (TYP) ❑0 Q IN i i El A S-1 / NEW/EXISTING PAVERS NEW 4" THICK CONCRETE Ell 0 SLAB W/FIBERMESH OVER 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL NEW MASONRY WALL GROUT SOLID AT REINFORCING NEW 22"X30" ATTIC ACCESS HATCH N 2 6 R & 2X8 CEILING JOIST SPACED @ 1'-4" O.C. MAX. 0 NEW GABLE END WALL PARTIAL ROOF FRAMING PLAN 8" =1' SCALE B #5 VERTICAL SPACED @ 4'-0" O.C. S-1 MAX & AS SHOWN (TYP) NEW MASONRY WALL GROUT SOLID @ REINFORCING (TYP) A S-1 SIMPSON HETA16 W/(9) 10d X1-1/2" (TYP AT NEW MASONRY WALLS MATCH EXISTING NEW 2X6 WOOD RAFTER NEW 2X8 CEILING JOIST NEW 1/2" GYP BOARD - (NON -SAG) 2 COURSE BOND BEAM BLOCK W/ (2) #5 CONT. REINFORCING (SEE PLAN) NEW 8" MASONRY WALL GROUT SOLID AT REINFORCING NEW SLAB (SEE PLAN) SIMPSON LUS26 W/(8) 10d NAILS NEW 2X6 WOOD RAFTER (TYP.) NEW 2X8 CEILING JOIST (TYP.) T.O. BEAM MATCH EX. NEW SLAB (SEE PLAN) NEW CONCRETE TILE ROOF AND UNDERLAYMENT SYSTEM ANEW $" PLYWOOD. HURRICANE STRAP T.O. BEAM AIF-I\ MATCH EX. NEW FASCIA AND DRIP EDGE MATCH EXISTING. PTD STUCCO & HI RIB LATH SOFFIT. PROVIDE SOFFIT VENTS TO MATCH EXISTING GARAGE. NEW PTD STUCCO TO MATCH EXISTING EX. GRADE DOWEL (SEE PLAN) NEW FOOTING REINFORCING (SEE PLAN) -NEW FOOTING (SEE PLAN) SECTION A -2 =1' SCALE SIMPSON HGA10— W/(8) 1"x11" SDS 2X4 @ 4'-0" O.C. FASTEN TO EACH JOIST W/(3) 16d NAILS L NEW 1/2" GYP BOARD (NON SAG) 2X8 P.T. CONT W/1/4" X E'7 3-1/4" TAPCONS SPACED @ 12 O.C. 2 COURSE BOND BEAM BLOCK W/ (2) #5 CONT. SECTION B "' =1' SCALE NEW CONCRETE TILE ROOF AND UNDERLAYMENT SYSTEM NEW 5" PLYWOOD ' NEW 2X6 OUTLOOKER @ 16" O.C. / NEW FASCIA AND DRIP EDGE MATCH EXISTING. PTD STUCCO & HI RIB LATH SOFFIT 1/2" PLYWOOD. FASTENED WITH 8d SPA. @ 6" O.C. NEW 2X4 STUDS SPA. @ 1'-4" O.C. WITH TOP (2)-2X4 PLATE AND BOTTOM 2X4 P.T. PLATE. PROVIDE SIMPSON SP4 W/ (6)-10d x 11". NEW PTD STUCCO/LATH/WATER BARRIER NO. 12 X 4" WOOD SCREW SPACED @ 8" OC. WEEP SCREED Z" SIMPSON TITEN HD W/ 6" EMBEDMENT SPA. @ 2'-8" O.C. NEW 8" MASONRY WALL GROUT SOLID AT REINFORCING REINFORCING (SEE PLAN) NEW PTD STUCCO TO MATCH EXISTING *:�el:L1�7q DOWEL (SEE PLAN) —FOOTING REINFORCING (SEE PLAN) NEW FOOTING (SEE PLAN) ss,, SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 Brian Digitally signed by Brian Maskol, Maskol, P.E. Date: 2021.08.25 P.E. 08:58:10-04'00' z LL Z z O 2: O � a � z LLu w o� Q a Lu 0 c� z 0 J_ CD Lu N Q Ln 0 00 z O U > Lu zw OJ ~U H� pU Q uj V wft. QujI- �wU Q (D Q I..L Qz U� LL co —i Ln rp V DATE DESIGNED BIM 03-01-21 DRAWN MJN 03-01-21 CHECKED JOB NO. 2021-029 S-1 „ss,, SUMMIT DESIGN & FORENSICS, INC. ! TRA M1 P k1 wA(” A^ A N, RAFTER PROFILE 1"=1' SCALE Cast- in Place Sill or Tie Beam Option In the event that the precast products are damaged in the field cast in dace sills and tie beams may be used (not to exceed 5'-10) Ty ical cast in place tie beam to be a min. 8 x 12 with two 5 top and two #5 bottom. Safe Load Tab e Notes I n sta ation Notes 1. All values based on minimum 4" nominal bearing. 1. Installation of U lintels must comply with architectura Exception: Safe loads for unfilled U lintels must and/or structural drawings. be reduced by 20% if bearing length is less than 6 1/2". 2. U lintels can be field cut to the required length. 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. One #7 rebar may be substituted for two #5 rebar in 8 inch U lintels only. 5. All safe loads in units of pounds per linier foot. 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. C.M.U. grout - reinforced CastCrete lintel #5 rebar at top min. (1) req d. quanity of #5 rebar at bottom of lintel ^ = Frouftlled cavity 00 nominal width g Z 8F1 6-1 B #5 rebar at bottom of lintel cavity nominal uanit of 5 " Nomin 7 5/8„ heigth rebar at top Linte Type Designation 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonrywalls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1 /2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Linte Mcteric s 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 4'-4" 3699 450 1668 500 8RF10 1 T/1 B L— 2 7'-6" 1729 450 1065 500 81`12 1 T/1 B Min. Beam depths shown, beams may be increased without grout 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN I. MASKOL FL PE #66080 Brian Digitally signed by Brian Maskol, Maskol, P.E. Date: 2021.08.25 P.E. 08:58:25-04'00' z O a U Ln w 0 w Q 0 z O Ln w ce zw OJ ~U C pU Q >-� wQ (D> Qw� Cl�wU Q3: (DLr)_j Q Qz U� wOC) —JLn O� C3 J w z 06 w � Q w � Ow QC p r W w w Q oC DATE DESIGNED BIM 03-01-21 DRAWN MJN 03-01-21 CHECKED JOB NO. 2021-029 S-2 „N SUMMIT DESIGN & FORENSICS, INC. EXISTING GARAGE PARTIAL ELECTRICAL PLAN_ 8” =1' SCALE NOTE: NO ADDITIONAL LIVING SPACE IS BEING ADDED. EXISTING ELECTRICAL SERVICE IS SUFFICIENT FOR NEW GOLF CART GARAGE ADDITION. ELECTRICAL LEGEND GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET SWITCH 3 WAY SWITCH CEILING FAN WITH LIGHT VPH TELEPHONE vTV TELEVISION SD SMOKE DETECTOR 0 CARBON/SMOKE DETECTOR C/S EXTWF EXTERIOR LIGHT WALL FIXTURE O RECESSED LIGHT FLORESCENT LIGHT FIXTURE 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 Brian Digitally signed by Brian Maskol, M a s ko 1, P.E. Date: 2021.08.25 P.E. 08:58:40-04'00' z 0 U Ln w 0 w Q 0 z O w zw OJ ~U r� pU Q>-� wQ (D Qw� w U Q3: Q a- Qz UCy) w00 -iLn O� CD DATE DESIGNED BJM 03-01-21 DRAWN MIN 03-01-21 CHECKED JOB NO. 2021-029 E-1