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Home My WebLink About24-7772Address: 6148 18Th St ZEPHYRHILLS, FL 33542 Phone: (2031) 808-8672 Contractor: PAUL D SCHAPER CONSTRUCTION, INC Permit Type: Add/Alter (Residential) Class of Work: Add/Alter Residential Building Valuation: $12,000.00 Electrical Valuation: $1 .00 Mechanical Valuation: $1.00 Plumbing Valuation: $1 .00 Total Valuation: $12,003.00 Total Fees: $150,00 Amount Paid: $150.00 Date Paid: 3/21/2024 2:08:17PM REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. 11 111 Jill Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. PE IT OFFICE ISM11 stniff Q. ff" 1; FNUN=�"11`1' 813-780-0020 City of Zephyrhifls Permit Appfication Fax-813-780-0021 Building Department Owner Phone Number Owner Phone Number *ee Simple Titleholder Name Owner Phone Number '99 SimpIe Titleholder Address PROPOSED USE SFR TYPE OF CONSTRUCTION BLOCK DESCRIPTION OF WORK BUILDING SIZE -SQ FOOTAGE Comm OTHER FRAME STEEL HEIGHT = ILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AiIAP SERVICE PROGRESS ENERGY W,R,E.C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO m44 BUILDER COMPANY SIGNATURE REGISTERED �FEE CIJRRE Addresstt 18 License # Krfzkz�" ELECTRICIAN 4 COMPANY SIGNATURE REGISTERED L==— —FEE C—,URRED/� Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y 1 [!�FEE �CIJRREI, Address License # MECHANICAL COMPANY SIGNATURE REGISTERED L=Y I =N—IEV GIJRR—E,7C:Y / Address License # OTHER COMPANY SIGNATURE REGISTERED Y l �! FEE 16`uurTY ( �� Address License #E:::=== M= 777-0 RESIDENTIAL Attach (1) Plot Plans; (Iset, with 1 thumb drive) of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum thirty (30) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Sift Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (1 set, I thumb drive) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum thirty (30) working days after submittal date, Required onsite, Construction Plans, Storm ter Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster. Site Work Permit for ail new projects, All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. '—PROPERTY SURVEY required for all NEW construction. M7 Directions: Fill out application completely. Owner & Contractor sign back of application, notarized Of over $5,000, a Notice of Commencement is required, (A/C upgrades over $7,500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Remote if shingles Sewers Service Upgrades Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW WARNONG 70 OWA HER. YOUR FAILURE TO RECORD A NOTICE OF COM, MENCEMENT MAY RESULT IN YOUR PAYiNG Mu"ICE FOR 04PROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTM N FINANCING, CONSUL7 M by Who Were persomrHy known to me or hasthave produced asiden0fication, -NotM Public SubscrIbed and sum to (or affifted) before me this by Who Ware personally known to me or hasihave produced as ldentfficalon. Commission No. -Were Public Name of NotM typed, printed or stamped Name of Notary typed, printed or stamped DESIGN CRI TERIA: Applicable Codes, Regulation and Standards 1, The Florida Building Code 8th Edition 2023. specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 an Specifications for Aluminum Structures, Part 1-A and I-B of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D, C, 2020 Edition 3. A SCE 7- 16 Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: CotegorL I . 2. Basic Wind Speed Table, Table 1609 State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3 and Table 1609.3.1 Equivalent Basic Wind Speed. 140"PH V-ultimate Exposure Category, Paragraph 1609.4,3.- C 3. Building Category for Aluminum Structures, FBC 8th Edition R301.2.1.1.1 Sunroom Coteoory 1. Following Loads were used to DesfgnlGk. This Pool Cage: I. Dead Load of 5 PSF (Which is on Higher Side) 2. Live Load of 5 PSF (Which is on Higher Side) 3, Wind Load of 140 MPH as per ASCE 7-16 4. Load Combinations as per F8C 2023 87H EDITION 5. Live loads for primary structuol members JOO lb. - R2002.4 Building 6. Live loads for roof purlins 200 lb - R2002.4 Building 5Qecifications The following specifications are applicable to this project: 1. Aluminum extrusions shall be 6005 T5 Alloy 2. Fasteners are required to be SAE Grade 2 or better zinc ploted. 3. #10 screws 6' from ends and 24" center to center, 4. Door location shall be determined by contractor in the field. 5 All Screen - Type 18x14 (TYP.) WIND ZONE FOR MANSARD BEAMS 0 140mph VULT VULT - (Ultimate Design Wind Speed) SelfMoting Beams Gouge Span Support5pacing 2X4(B) 0.044 Up to 14'-8" Up to 8' 2X5(sw) 0.050 Up to 18'-2" Up to 8' 2X6(--B) 0.060 Up to 25'-4" Up to 8' 2X7(sm8) 0.060 Up to 28'-4" Up to 8' 2X8(SmB) 0.080 Up to 35'-6" up to 8' 2X9(sV8) IUp toJ WIND ZONE FOR METAL COLUMNS @ 140mph VULT VULT - (Ultimate Design Wind Speed) SelfM370g/Holl'ow Gouge Column Height Range 2X4 0.050 Up to 10'-4" 2X5 0.050 Up to 12'-8" 2X6(smB) 0.055 Up to 16'-5" 2X7(e) 0.062 Up to 19'-8" 0.072 Up to 23'-6" I VULT - (Ultimate Design Wind Speed) Hollow Sections Gouge Span 2X2 0.044 Up to 7'- 10 2X3 0.045 Up to 9'-1' 2X4 0.050 Up to 10'-47' 2X5 0.050 Up to 12'-B" 2 4'- 6 CONTRACTOR SCHAPER CONSTRUCTION INC. B949 CALL BLVD ZEPHYRHILLS, FL 33541 CB- 059877 2x2 -6" 2x5 2 2'- 6 2x3— L7'-10"J a 7'- HOUSE SCALE I/a" = I'-0 24" O.H. 2x2 2x2 2x2 2 x6 TYP. 2x2 2x2 W�- F 3 2x5 2 7'- 6" TYP.— 10" L 2x2 RAM A. GOEL, P.E.(#47431) CORY LAKE PROFESSIONAL CENTER 10329 CROSS CREEK BL VD STE P TAMPA, FL 33647 PH# 715-781-1822 PROJECT ADDRESS ROMERO 6148 18TH ST ZEPHRYHILLS, FL 33542 22'-6" 2x2 24'-6 .6 —2x3 L7'- 10" I HEREBY CERTIFY THAT / HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 3, SECTION R301.2.1 OF THE F.B.C. 2023 RESIDENTIAL 8th EDITION -4 RAM A. GOEL, R E. (#4 74 3 1) SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONALCENTER 10329 CROSS CREEK BL VD, STE P TAMPA, FL 33647 PLAN Ph,# 715-781-1822 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2X2:2"X2"XO.044" 2X3,- 2 "X3 "XO. 050 " 2X4:2"X4XO.050" 2X5:2 "X5 "XO. 050" 040 " 045 " SNAP SECTIONS 2X2 Snop: 2"x2"xO.045" 2xJ Snop: 2"xJ"xO.050 2x4 Snap: 2"x4"x0,045" WIND PRESSURES: FROM TABLE 2002.4 FBC EXPOSURE B: HORIZONTAL (WINDWARD) HORIZONTAL (LEEWARD) SELF MA RN2 SM8 2X4 SMB: 2 "X4 "XO. 044 "XU 100" 2X5 SMB: 2 "X5 "XO. 050 "XO. 100 " 2X6 SMB: 2 "X6 "XO. 055 "XO. 120 " 2X7 SMB: 2 "X 7 "XO. 05 7XO, 120 " 2X8 SMB: 2 "X8 "XO. 0 72 "XO. 124 " 2X9 SMB: 2 "X 10 "XO. 092 "XO, 398 ALUMINUM MEMBERS SHALL BE NOT LESS THA T 0, 040 INCHES (I mm) THICK - FBC 2020 7TH EDITION 2002-3.1 BUILDING 27PSF 21PSF VERTICAL (SCREEN SURFACE) 8PSF VERTICAL (SOLID SURFACE) 23PSF EXPOSURE C: HORIZONTAL (WINDWARD) 38PSF HORIZONTAL (LEEWARD) 29PSF VERTICAL (SCREEN SURFACE) I IPSF VERTICAL (SOLID SURFACE) 32PSF ..I- 2`X0`XI18' ANGLE W/ SELF MA 771VG (2)-110 x 314' EACH FA VING FACE CHANNEL Reg. for Each Load Bearing W1(2)#70i, 314" Post Connection INTO EACH FACE MIN 4' SLAB 2500 PSI CONC wIFIBERMESH 1' x 2' O.aBASE PLATE 1OX314- SM.S. 10- O.C. INTO GUT -TER ALSO INTO CARRY REAM SIDE VIEW I' X 2' BASE PLATE aL' Aw ANCHORED CONC. 114' X 2 114 TAPCONS MAX 24' FRONT VIEW 2" X 4" OR LARGER UPRIGHT TO DECK DETAILS F8-1 Fl -51 SCALE N, TS. CONTRACTOR SCHAPER CONSTRUCTION INC. 8949 GALL 8L VD ZEPHYRHILLS, FL 33541 CB-059817 I -USSET DIMENSIONS 1/8- EXTERNAL GUSSET DETAIL SCALE N. TS, (.9410 Y 314 SMS 1/8. PL ON 45' CABLE CONNECTION AT CORNER /I I SCALE N. T.S. I I (2) 114 - DIA M. BY 3 112- THRU BOL TS NO OF SCREWS PATTERN TO VARY SCREWS TO MAINTAIN 7 114' C/C 1pl��= RAM GOEL, P.E.(#47431) SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONAL CENTER I OJ29 CROSS CREEK BLVD STE P TAMPA, FL 33647 Ph.# 715-781-1822 PROJECT ADDRESS ROMERO 6148 187H ST ZEPHRYHILLS, FL 33542 GUSSET FASTENERS PER SIDE 1 / 2X4 12 2X5 14 2X6 16 2X7 18 2X8 20 2X2 22 2XIO 24 f- SLAB MIN—. (2) 114 X 2 114 TAPCONS CABLE CONNEC IOX.3' S.M.S. THRU FASCIA INTO RAFTER TAILS 69-- 24' ON CENTER INTERNAL SPICE PLATE, MIN PLATE THICKNESS INTERNAL GUSSET DETAIL BEAM 2XJ 7ONG CHANNEL RECEIVING CHA PDX314, INTO W12 flOX,314' EACH SIDE & 314 - INTO 2 X 3 GIRT EACH SiDi SELF -MATING BEAM #I OX.314- INTO - NOTCH FOR UPRIGHT w/MlN 314" O.C. 11OX314- UPRIGHT BEAM CONNECTION DETAIL [2 A T.S. SCALE N. A 1/8- S.S. CABLE (2)-#10- X 2- SCREWS (I)-#10 X 2" THRU EXTRUSION SCREW 24" O.C. 2- WDE EXTRUDED GUTTER BRACE AT EACH BEAM WI(2)-#8 X 314" 2500 PSI GONG WK%4 OR FIRERMESH iNS AT FOUNDATION UMBER OF SCREWS PATTERN TO VARY #IOX314- INTO SCREWS TO MAINTAIN 1-114- CIC RECEIWNG CHANNEL GUTTER BRACE & MATING ELEMEN A TTA CHMEN T DETAIL SCALE N. TS, (3) 12X4 S.M.S. W TH WASHER, PER PANEL I COMPOS17E F1 3 118-XI 112- X 1/8- I OX314 - S.M.S. 10- on center top and bottom ROOF PANELS I I / -AM SIZE x 4' GUSSET 1/8" THICK tjfIO x 314" 7EK 0 2- D.C. SCALE M TS. I 10 3X3" or 4X4" COLUMN SASE WI(2) 113- DIAM I TAPCONS OR EQUIV POST W. (2) 114' DIAM. 3 112 THRU SOUS FOR 3X3 OR 4 112- THRU BOLTS FOR 4X4 rd I I L: 3X3 OR 4X4 COLUMN TO PAVER OR PATIO ATTACHMENT SLOPED PURLIN CONNECTION DETAIL — SCALE N. T. S F3 (2)-f70' X 2' SCREWS— THRU EXTRUSION 2" WIDE EXTRUDED GUTTER BRACE AT EACH BEAM WI(2)-#B X 314'- I 13 (t)-po X 2" SCREW 24" O.C. —NUMBER OF SCREWS PATTERN TO VARY #IOX314- INTO SCREWS TO MAINTAIN 1-114- CIC RECEIWNG CHANNEL GUTTER BRACE & ANGLED FASCIA BOARD ATTACHMENT DETAIL. SCALE NTS. 77 0 RECEIVING CHANNEL W1 2 #IOX314- INTO BEAM EACH FACE & (3) #IOX314 INTO BEAM PURLIN OR GIRT TO BEAM OR POST DETAIL I HEREBY CER TIF Y THAT I HAVE REVIEWED WED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2023 F.B.C. RESIDENTIAL 8TH EDITION RAM GOEL, P.E.(#47431) SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONAL CENTER 10329 CROSS CREEK BLVD. STE P A — 2 DETAILS TAMPA, FL 33647 ILS Ph.# 715-781-1822 [ (3) 1 OX314 - S M S. I OXJ' S.M. S. THRU FASCIA INTO PER PAN 4 F1 I 2X FTER TAILS A' ON CENTER ROOF PANELS 2XW PAN ROOF HEADER TO FASCIA ATTACHMENT AND PAN ROOF TO LOAD -BEARING WALL FL. PRODUCT APPROVAL FL10778-R5 EXP 811612026 SCALE N. TS FRONT VIEW OVERLAP REAM ONTO COLUMN FASTEN WTH #10 x 314 TEKS 0 3/4- O.C. APPLY MAX NO OF SCREWS STAGGARD ON EACH SIDE (OR EOUIVALENT) 1 1 [�51 BEAM UPRIGHT CONNECTION _X0_XI18_ ANGLE W1 (2)-#10 x 314' EACH FACE Req. for Eoch Load Seonl?g A147x21?47x2g%- X125 U-CLIP Post Connection SCREEN Z(-d- VARIES-4- SHOWN) (4) EA. SIDE MIN. (2) CONCRETE ANCHOR WN 4" SLAB 2500 PSI 'z BOLTS WIUN 1;14- EMBEDMENT CONC wIFIBERMESH i PAVERS � UPRIGHT PAVERS 114" x 5' TAPCC 0 0 0 0 1x2 BASE PLATE ATTACHED TO DECK WITH CONCRETE ANCHORS MIN 6" FROM UPRIGHT AND 0 MAX 24' O.C. ID VIEW SCALE NTS. CON IRA C TOR SCHAPER CONSTRUCTION INC. 8949 GALL BLVD ZEPHYRHILLS, FL 33541 CB-059817 RAM GOEL, P.E.(#47431) SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONAL CENTER I0329 CROSS CREEK BLVD. STE P TAMPA, FL 33647 Ph.# 715- 781-1822 PROJECT ADDRESS ROMERO 6148 187H ST ZEPHRYHILLS, FL 33542 a ULUK SCREEN DOOR DETAIL r SCALE N.T.S. I SIDE VIEW 24' O. C. MAX 3x3 or 4x4 POST JxJ Or 4x4 INSERT GRACE 1 114" MIN 0 T 2* DE x t2" DEEP IMBEDDED CONWN77ONAL CONC.F007ER W1 (2) #5 CONT. LAP 12-. -4, m SPLICES MIN. 25' & 77E 1: p W1 WRE: TYR @PERIMETER 12" POST WZFOOTER DETAIL SCALE N. T.S. P 61 SELF -MA 77NG RECEIVING CHANNEL WI(2)#10, 314' INTO EACH FACE —I' x 2' O.B.BASE PLA 714-0 x 2" -112 ANCHOR _"A111 IF WOOD SUBSTITUTE #10 x # SMS 6" FROM TOP & BOTTOM @ 24" O.C. 7',y2' OPEN BACK // A I --1"x2' OPEN BACK OPEN BACK TO HOST STRUCTURE DETAIL SCALE N. TS #IOX314 INTO RECEIVING CHANNEL (2) 114 - DIAM. BY 4 112 - THRU BOLTS N 1 114- O/C T SIDE VIEW OF NO. OF SCREWS 4X4' PATTERN TO VARY COLUMN F2_17 fle, SCREWS TO MAINTAIN 1 114' 01C ATE I" X 2" BASE PLATE E PLATE X ANCHORED BASE AN 'RED C L ANCHORED CONC. BEAM �x TO 4X4 COLUMN F2_� X 2 114- '14 2 1/ 114 SCALE M TS. . .. .... .. ... LDECK TAPCONS MAX 24' TAPCON, MAX 2 FRONT VIEW W 2X8 PAVERS DETAILS WL P V S T ILS 4RGER UPRIGHT TO DECK WIPAVERS DETAILS TO #10x314" 3000 PSI (MIN) 3000 PSI (MIN) ---#10x-314' WI(l) #5 CONT. 8- X 8- W1 (1) 15 CONT� JGUTTER* i � I _4 4 8 - 110014- ON EA SIDE OF RECEIVING CHANNEL F2 CONTINUOUS FOOTING DETAIL TRUSS TO GUTTER DETAIL SCALE N. T. S. 2 SCALE N. T S. Material I 6063-T Aluminum Esir.sions Main Frame hollow sarratsoaxtruslons Push Bar with areas at.090" to add strength for closure installatior iGLk 5,s, 1-1/4P,, l'imAisw sarvua�fuu i1c, Plate {Coil] .024` Thick, installed with o,filte of bronze polypropelene snap in vir,yJ e fsh Color White, bronze dear anodized, ivory, adarbe (clay) Hard—,. Std.,d had .. e krt�; .nlabi. in ,,hit., bronzes il-,, adatr (lay), and i—y Available Screen 18/14 Charcvaf or gray kwaiiable Z-bar Hall , Full-Z, and Full Weather Strip, (Standard with 3 hinFes) hiominai. 3/0 x 6/8 Actual: 35-5/8'x 79-1/2 Standard Nominal! 2/8. 6/8 Actual: S1-5/8'x 79-1/2 N.rnic.l: 2/o e 6/8 Actual: 29-5/8'x79-1/2 Cusco n All unho are available in 2gegral sizesl .045 RECEIVING CHANNEL W12 #10 SMS TOP & BOTTOM Tf) IMNT? RPArF 4 .910 qMC SCALE N. TS. CCN77NUOUS AT Top 1Ox4' WTH NED WASHER 3'COMPOSI TE 3x2 COMPOSITE 18" 3' r32 x SUPER GUTTER� _ 4 - 10,314 SMS PER CONNEC TTION KNEE WALL DETAIL AT GUTTER V _91SCALE N.rs I I mm #5 DOWELED 0 48- D.C. —HOUSE WALL EITHER STZ)CC0/SLG4 18' YADE r 12' DEEP OR WOODFRAME CONVEN77ONAL CONC. rOOTER W/ (2) 15 CONT LAP 12, GRADE MN. EPTH ' . ' U MIN. 25' & 77E W/ VARF. TYP. 0 PERIMETER 0 12- 9 114 2 114 TAPCONS TO MAINTAIN 2® O.C. FOR STUCCOISLOCK OR #10 x 2' SCREWS I' O.C. MONOLITHIC CONCRETE FOR WOOD STEMWALL DETAIL 0 SCALE N.TS, NUMBER OF SCREWS PATTERN TO VARY #7OX314' INTO SCREWS TO MAINTAIN 7-114- C/C 114'0 x 2" -112 RECEIVING CHANNEL MASONRY ANCHOR j—IF WOOD SUBSTITUTE HOUSE WALL & MATING ELEMENT A T TA CHMEN T DE TA I 7 #10 x # SMS 6" FROM TOP & BOTTOM 0 24' O. C. Z/ 7'x2" OPEN BACK / I r / z'x2" OPEN BACK OPEN BACK TO HOST STRUCTURE DETAIL F2 SCREEN ENCLOSURE FLOOR SYSTEM UP TO 36' BLOCK STEM WALL V-001 DOWELED INTO FOOTER PN T 12 WCE x 8' DEEP VEN 'CINAL CONC. FOOTEf W/ (1) If5 CONT. LAP SPLICES MIN. 25" At 77E 12' W/ WIRE.TY1. @ PERIMETER STEMWALL WZFOOTER DETAIL SCALE N. T. S. E7 I HEREBY CERTIFY THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2023 F.B.C. RESIDENTIAL 8TH EDITION RAM GOEL, P.E(#4743I"- SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONAL CENTER 10329 CROSS CREEK BLVD. STE P A- TAMPA, FL 33647 Ph.# 715-781-1822 DE TI DESIGN CRI TERIA: CONTRACTOR: SCHAPER CONSTRUCTION INC. Applicable Codes. Regulation and Standards I. The Florida Building Code 8th Edition 2023. specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 an Specifications for Aluminum Structures, Part I —A and 1-6 of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, O.C,,2020 Edition 3. ASCE 7-22, Wind Loads 1, Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Category 1 - 2. Basic Wind Speed Table, Table 1609 State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3 and Table 1609.3, 1 Equivalent Basic Wind Speed: 140UPH V—ultimate Exposure Category, Paragraph 1609.4.3: 12 3. Building Category for Aluminum Structures, FBC 8th Edition R301.2.1.1.1 Sunroom Category 1. Following Loads were used to DesignICA This Pool Cage: 1. Dead Load of 5 PSF (Which is on Higher Side) 1 2. Live Load of 5 PSF (Which is on Higher Side) 3 0' 3. Wind Load of 140 MPH as per ASCE 7-22 4. Load Combinations as per FBC 2023 8TH EDITION 5. Live loads for primary structual members JOO lb. — R2002.4 Building 6. Live loods for roof purlins 200 lb — R2002.4 Building Specifications The following specifications ore applicable to this project: 1. Aluminum extrusions shall be 6005 T5 Alloy 2. Fasteners are required to be SAE Grade 2 or better zinc plated. 3. #10 screws 6" from ends and 24" center to center. 4. Door location shall be determined by contractor in the field. 5 All Screen — Type I8xI4 (TYP.) WIND ZONE FOR MANSARD BEAUS @ 140Tph VULT VULT - (Ultimate Design Wind Speed) SelfMating Be7ms7auge Span SupportSpocing 2X4(SUB) 0.044 Up to 14'-8" Up to 8' 2X5(sue) 0,050 Up to 18'-2" Up to 8' 2X6(-',wB) 0,060 Up to 25'- 4 " Up to 8' 2X7(sms) 0,060 Up to 28'- 4 " Up to 8' 2X8(8) 0.080 Up to 35,- 6 " Up to 8' 1 2X9(sMe) 0.080 1 Up to 39-4-1 Up to 8 WIND ZONE FOR METAL COLUMNS @ 140mph VUL T VULT - (Ultimate Design Wind Speed) el ating allow Gouge Column Height Range 2X4 0,050 Up to 10'-4" 2X5 0.050 Up to 12'-8" 2X6(-5m8) 0.055 Up to 16'-5" 2X7(sue) 0.062 Up to 19'-8" L--2X-81-14*6 1 23'-6" WIND ZONE FOR PURLINS AND RAILS @ 140mph VULT VULT - (Ultimate Design Wind Speed) Hollow Sections Gouge Span 2X2 0,044 Up to 7'-10" 2X3 0.045 Up to 9'-1" 2X4 0.050 Up to 10'-4" 2X5 0.050, Up to 12'-8" CON TRA C TOR SCHAPER CONSTRUC77ON INC. 8949 GALL BLVD ZEPHYRHILLS, FL 33541 CB-059817 L 7'- 10" � on 7'- AM A. CORY LAKE PROFESSIONAL CENTER 10329 CROSS CREEK BLVD STE P TAMPA, FL 33647 PH# 715- 781-1822 HOUSE SCALE 1/0' 24" O.H. 2x2 2x2 2x2 2x2 2x7 TYP. 2x2 2x2 2x2I X TYP. X 2x2 1 2x2 24' ROMERO 6148 18TH ST ZEPHRYHILLS, FL 33542 I 2X2 DJ 2X2 DJ 2x2 --J- 2x5 TYP. 7' -2 x 3 30' MU P C" �'4 T . ..... - - )F ZEPHYPr g-Lf . . ..... .. . I HEREBY CER TIF Y THAT I HAVE REVIEWED AND SUPERVISED THE A TTA CHED DESIGN AND FOUND IT TO BE IN COMPLIANCE W` TH CHAPTER J, SECTION R301.2.1 OF THE F.B.C. 2023 RESIDENTIAL 8th EDITION 4 V-C- ----------- RAM A. GOEL, P.E.(#474,31) SONEY FM LLG, CA#9746 71 ft CORY LAKE PROFESSIONAL 10329 CROSS CREEK BLVD. STE P A-1 TAMPA, FL 33647 PLAN Ph.# 715-781-1822 CENTER F ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS SELF MATING (SMB) 2X2:2'X2'X0.044" 2X4 SMB: 2'X4"XO.044"XO.100" 2X3:2'X3'X0.050" 2X5 SMB: 2'X5"X0.050"X0.100" 2X4:2'X4'XO.050" 2X6 SMB: 2'X6"XO.055'XO.120" 2X5:2'X5"XO.050" 2X7 SMB: 2'X7"XO.057XO.120" 2X8 SMB: 2'X8 "XO.072'X 0.124 " OPEN BACK SECTIONS 2X9 SMB: 2'X10'X0.092"XO,398 1X2: 1: X2"XO.040" IX3.• I'X2 X0.045" SNAP SECTIONS ALUMINUM MEMBERS SHALL BE 2X2 Snap: 2"x2'X0.045°' NOT LESS THAT 0,040 INCHES 2x3 Snap: 2"x3"°x0.050 (1 mm) THICK — FBC 2023 2x4 Snap: 2"x4"xO.045" 8TH EDITION 2002.3.7 BUILDING WIND PRESSURES: FROM TABLE 2002.4 FBC EXPOSURE B. HORIZONTAL (WINDWARD) 27PSF HORIZONTAL (LEEWARD) 27PSF VERTICAL (SCREEN SURFACE) 8PSF VERTICAL (SOLID SURFACE) 23PSF EXPOSURE C: HORIZONTAL (WINDWARD) 38PSF HORIZONTAL (LEEWARD) 29PSF VERTICAL (SCREEN SURFACE) 11 PSF VERTICAL (SOLID SURFACE) 32PSF (9410 X 314 EMS 1/B" Pt. ON 45' CABLE CONNECTION AT CORNER SCALE N. T S. .1/8" S S CABLE a ` SLAB MIN"... - 2500 PRFIXERMEw (2) 1/4 X 2 1/4` OR TAPCONS CABLE CONNECTIONS AT FOUNDATION BEAM SIZE x 4" GUSSET 1/8" THICK #10 x 3/4" TEK 0 2" O.C. SCALE MT.S 110 GUSSET FASTENERS PER 315E 1O; 2X4 12 2X5 14 x6 16 2X7 1B 2XB 2O n 2X9 22 n 2X1O 24 ®� ro INTERNAL SPICE PLATE, M1N PLATE THICKNESS 1/8` INTERNAL GUSSET DETAIL /y SCALE N. T S. 2X3-I I 11 2; 7WNG CHANNEL RECEIVING CHANNEL #1OX-314" INTO W/2 #IOX3/4" INTO EACH SIDE & (3 3/4" INTO 2 X 3 GIRT EACH SIDE & SELF-MA77NG BEAM #IOX3/4` INTO 2 X - NOTCH FOR UPRIGHT w/MIN 3/4" D.C. 1IOX3/4' UPRIGHT TO BEAM CONNECTION DETAIL I SLOPED PURLIN CONNECTION DETAIL SCALE N. T. S. I 2 SCALE N. T.S 7 (2)-#10" X 2" SCREWS - (7)�'Ifl # 2" THRU EXTRUSION (2)-#10` X 2" SCREWS SCREW 24" O.C. THRU EXTRLISKON 2" WDE EXTRUDED GU77ER BRACE AT 2" WIDE EXTRUDED EACH BEAM GUTTER BRACE AT A'/(2)-#8 X 3/4 EACH BEAM W/(z)-grs x 3/4 - 0 INTO — CHANNEL ATTACHMENT DETAIL SCALE N. T.S. 3/8" DIAMETER CONCRETE SCREW MINIMUM EMBEDMENT t 1/4" INTO TOP OR SIDE OF FOOTER. CABLE TO FOOTER 1 SCALE N. T. S. I (7)-110 X 2- SCREW 24" O.C. NUMBER OF SCREWS NUMBER OF SCREWS PATTERN TO VARY PATTERN TO VARY SCREWS TO MAINTAIN 1-1/4" C/C #7oX3/4" INTO SCREWS TO MAINTAIN 7-7/4" C/C RECEIVWNG CHANNEL ELEMENT GUTTER BRACE & ANGLED FASCIA BOARD ATTACHMENT DETAIL SCALE M T. S. (2) 1/4" D1AM, BY 3 1/2" THRU BOLTS 3 1/8"XI 1/2` X 1/8" 3X3" or 04" BASE W/(2) 9/3' DIAM. COLUMN I TAPCONS OR EOUIV 6 OST W (2) 1/4" DIAM_ 3 1/2" THRU BOLTS FOR 3X3 ® OR 4 1/2" THRU BOLTS FOR 4X4 r 3X3 OR 4X4 COLUMN TO PAVER OR PATIO ATTACHMENT SCALE N. T.S. j RECEIVING CHANNEL W/ 2 #1 OX314"INTO BEAM EACH FACE & (3) CONTRACTOR RAM GOEL, P.E.(#47431) #IGX3/4" INTO BEAM SONEY FM LLC, CA#9746 SCHAPER CONSTRUCTION INC CORY LAKE PROFESSIONAL CENTER 8949 GALL BL VD 1OJ29 CROSS CREEK BLVD. STE P PURLIN OR GIRT TO BEAM OR POST DETAIL ZEPHYRHILLS, FL 33541 TAMPA, FL 33647 SCALE MT.S: CB-059817 Ph.# 715-781-1822 PROJECT ADDRESS ROMERO 6148 18TH ST ZEPHRYHILLS, FL 33542 1OX.3/4" S.M.S. to" O.G INTO GUTTER ALSO INTO CARRY BEAM PATTERN TO VARY ° SCREWS TO MAINTAIN 1 1/4" C/C 8 4 0 COMPOSITE TO GUTTER TO BEAM TO 3X3 COLUMN TO BEAM SCALE 2 X* X7/8' ANGLE W/ (2)-,110 x 3/4' EACH FACE\ Reg. for Each Lood Bearing Post Connection MIN 4" SLAB 2500 PSI CONC wjf18ERMESH SIDE VIEW SELF-MA77NG RECEIVING CHANNEL W/(2)#10x 3/4' INTO EACH FACE 1" x 2' O.B.BASE PLATE 1' X 2' BASE PLATE ANCHORED CONE 1/4` X 2 1/4" TAPCONS MAX 24" FRONT VIEW 2" X 4'° OR LAR B UPRIGHT TO DECK DETAILS .SCALE N. T S: r-8 1� This item has been electronically signed and sealed by Ram Goel using a Digital Signature and date. Printed copies of this document are not considered signed and sealed and signature must be verified on any electronic copies l I HEREBY CERTIFY THAT i HAVE REVIEWED N TS / AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2023 F.B.C. RESIDENTIAL 8TH EDITION RAM GOEL, P.E(#47431 SONEY FM LLC, CA#9746 CORY LAKE PROFESSIONAL CENTER 10329 CROSS CREEK BL VD. STE P A — 2 TAMPA, FL 33647 Ph.# 715-781-1822 DETAILS r] HEADER (3) 1 OX314 - S.M.S. 1 OX3" am. S. THRU PER PAN FASCIA INTO RAFTER TAILS ROOF PANELS L, 24' ON CENTER I I OX314 - S.M.S. 1-4 3 PER PAN I I-- COLUMN AND PAN ROOF TO LOAD —BEARING WALL FL. PRODUCT APPROVAL FL10778—R5 EXP 8Z18,12026 — SCALE N.T.S. 114 V2� HOUSE WALL : EITHER STUCCO/BLOCK OR WOODFRAME 114 x 2 114 TAPCONS TO MAINTAIN 2' O.C. FOR STUCC0/BLCCK OR #10 x 2" SCREWS I' O.C. FOR WOOD NUMBER OF SCREWS PATTERN TO VARY SCREWS TO MAINTAIN 1-114- C/C HOUSE WALL & MATING ELEMENT ATTACHMENT DETAIL SCALE N. TS #IOX314 INTO RECEIVING CHANNEL (2) 114" IMAM. By 4X4 4 112- THRU SOL TS COLUMN 1 114" 01C FRONT KEW SIDE VIEW 0 SCREEN — 2V4-xV4-xV4- X.125 U-CLIP I 2X ('d' VARIES.. 4 SHOWN) (4) #70AJI�- EA DE MIN. (2) C0NQ:E?TEANCHOR BOL TS WIMIN IY4 - EMBEDMENT UPRIGHT 0 0 0 0 0 Ix2 BASE PLATE ATTACHED TO DECK WITH CONCRETE ANCHORS MIN 0 6' FROM UPRIGHT AND %3D VIE MAX 24" O.C. SCALE N. TS, (3) 12X4- S.M.S. WITH 1OX3' S.M.S. MRU WASHER, PER PANEL FASCIA INTO COMPOSITE RAFTER TAILS ROOF PANEL, / F2/ 6" 24" ON CENTER I t OX314 - S.M.S. 10" on center top and bottom COLUMN AND COMPOSITE ROOF TO LOAD —BEARING WALL FL. PRODUCT APPROVAL FL7561—R6 EXP. SCALE N. TS, e NO. OF SCREWS 0 F — 4X4' TO VARY COLUMN SCREWS TO MAINTAIN Sc'?E �S 1 114 * O/C 1/4' '14 BEAM TO 4X4 COLUMN SCALE N. T S. CON IRA C TOR RAM GOEL, P.E.(#47431) PROJECT ADDRESS SONEY FM LLC, CA#9746 SCHAPER CONSTRUCTION INC CORY LAKE PROFESSIONAL CENTER ROMERO 6949 GALL BLVD 10329 CROSS CREEK BLVD. STE P 6148 18TH ST ZEPHYRHILLS, FL 33541 TAMPA, FL 33647 ZEPHRYHILLS, FL 33542 -8-059817 1 Ph.# 715-781-7822 2XW OVERLAP BEAM ONTO COLUMN FASTEN NTH flO x 314 TEKS 0-%- O.C. APPLY MAX NO. OF SCREWS STAGGARD ON EACH SIDE (OR EOUIVALENT) BEAM UPRIGHT CONNECTION SCALE N.T.S. 3aj1 x —' PMT 1—MW .50tr /(a) TAPOINS NTT CMCREW- CR r»rtatAe r,2' ANZ 42) 11414-114' TAPLIMS PER POST N I a a* ? ON WOE x 8' L -�EEP T. 8' CONVENTIONAL CON, FOOTE W1 (Q 15 COV•T LAP SPLICES MIN 25' & 77E W/ WIRE. TW. 0 PERIMETER POST FOOTER DETAIL SCALE N. TS. Fi 61 114 "0 x 2" - 112 1111 ANCHOR IF WOOD SUBS77TUTE #10 x # SMS 6 FROM TOP & BOTTOM @ 24" D.C. r-1"x2" OPEN BACK / A I --I"x2" OPEN BACK OPEN BACK TO HOST STRUCTURE DETAIL SCALE N, TS. I Material I 6063-T Aluminum Extrusions I Main Frame I" Y. 2" x.038'wall thickness, hallow serrated extrusions Push Bar I' x 3" x 038 "eall thickness; hAth areas at,M'to add strength for closure installation Mck Bar 1-1)4'x 1"hollow extrusion Kick Plate (Coll) h 024' Thick, installed with white vT bronze potypropelene snap inAinyl 0" Ish color While, bronze, dear smodized; ", adolesfday() Hairderans Standard hardware kits, available in white, bronze, shier, adobe (day), and lvory A—ibbie Scrrero IS/ A-ihibl. L-osH.lf-L, Pull L and huff -Z W—th., Strap, jm.nd.,d —fl, 3 Nnilss) Norni—l: 314 . 6/8 Att..J: 35-5/8'. 79-1/2 Standard N—inal: 2/8 -5/8 Actuat 31-5/8'x 79-1/2 i inaE 2/66/8 Actual. 29-5,/8'x 79-1/2 — C.1 T"i" �',, .nks ara a-itzbic in special ritual I .045 RECEIVING CHANNEL W12 #1D SMS TOP & BOTTOM In WNt? PPArF A 910 nWZ DIAGONAL MAID BRACE TO BEAM CONNECTION SCALE N.T.S. 2X8 8 - 410x314- ON EA SIDE OF RECETMG CHANNEL TRUSS TO GUTTER DETAIL SCALE N. TS 2 DLUK SCREEN DOOR DETAIL SCALE N. TS. Fq- I ION4' WTH NEO WASHER 37COMPOSITE 3x2 3-COM TE 18' r3x2 — 3x2 7' 0. C. SUPER GUTTER —4 SMS PER ER nKNEE WALL DETAIL AT GUTTER 9 SCALE N. T.S. This item has been electronically signed and sealed by Rom Gael using a Digital Signature and dote. Printed copies of this document are not considered signed and sealed and signature must be verified on any electronic copies I HEREBY CER TIF Y THA T I HA VE REVIEWED AND SUPERVISED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE WITH THE 2023 F.B.0 RESIDENTIAL STH EDITION A N RAM GOEL, P,E(#474,31) SONEY FM LLC, CAJ9746 I CORY LAKE PROFESSIONAL C�NTEIR 10329 CROSS CREEK BLVD STE P A 3 TAMPA, FL 33647 Ph.# 715-781-1822 DETAILS