APPLICATION FOR A BUILDING PERMIT
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1 APPLICATION FOR A BUILDING PERMIT City of San Jacinto 595 S. San Jacinto Ave San Jacinto CA fax Must print legibly, submit (3) sets of building and plot plans. Fill out all applicable information. If any section does not apply print N/A. Building Address: Date: APN: Type of Work: Type of Plans Submitted: Sq. Ft. Size: # of Stories: # of Dwelling Units: Valuation: # of Gallons: # of BTUs: Building Owner: Phone: Address: City: State: Zip: Applicant: Phone: Address: City: State: Zip: Contractor: Phone: Address: City: State: Zip: State Lic. # Expiration Date: City Lic. # Architect/Engineer/Designer: Phone: Address: City: State: Zip: State Lic. # Expiration Date: City Lic. # OFFICE USE ONLY Application Received: Planning Department Use: st 2 nd 3 rd Planning Review [ ] Approved [ ] Denied Planning Reviewed By: Date: Building Department Use: st 2 nd 3 rd Building Review [ ] Approved [ ] Denied Building Reviewed By: Date: Comments:
2 2X SOLID BLOCKING REQUIRED FOR ALL SOLID PATIO COVERS W/ MIN (3) 6d TOENAILS TO HEADER, OR A-34 OR EQUAL FRAMING ANGLES 2X2 OR O.C. MIN. SPACING LATTICE OR ½ nominal PLYWOOD WITH BUILT-UP OR ROLL ROOFING RAFTER SPACING: SEE TABLE A ROOF SLOPE: ¼" PER FOOT MIN. EDGE NAIL PLYWOOD W/ 8d 6" O.C. (Standard 6" / 2" nailing elsewhere) MAX. OVERHANG CLEARANCE: 6' - 8" MIN. 8' - 0" MAX. Front View TABLE "A" RAFTER SPANS (DOUGLAS FIR #2 OR BETTER) SIZE SPACING SPAN 2 x 4 2" O.C. 9' -0" 6" O.C. 8' - " O.C. 7' - 8" 32" O.C. *6' - 2 x 6 2" O.C. 5' - 4" 6" O.C. 3' - 9" O.C. ' - 32" O.C. *9' - 7" 2 x 8 2" O.C. 20' - 0" 6" O.C. 8' - 2" O.C. 4' - 0" 32" O.C. *2' - 8" 2 x 0 2" O.C. 20' - 0" 6" O.C. 20' - 0" O.C. 8' - " 32" O.C. *6' - 2" 4 x 4 O.C. 0' - 0" 32" O.C. *9' - 48" O.C. *7' - 8" 4 x 6 O.C. 5' - " 32" O.C. *3' - 9" 48" O.C. *' - 4 x 8 O.C. 20' - 0" 32" O.C. *8' - 2" 48" O.C. *4' - 0" * THIS SPACING AND SPAN IS FOR LATTICE PATIO COVERINGS ONLY. HEADER SPAN & SIZE: SEE TABLE B KNEE BRACE: SEE FRAMING DETAILS (PG. 2) Typical 4x4 Posts min TABLE "B" HEADER SIZE & SPANS (DOUGLAS FIR #2 OR BETTER) RAFTER SPAN UP TO 2'-0" 2'-" TO 20'-0" HEADER SPAN SIMPSON (OR EQUAL) POST CAPS OR "T" STRAP EACH SIDE ½ DIA. THRU BOLTS OR 6d NAILS SIZE 8'-0" MAX 4 x 6 0'-0" MAX 4 x 8 2'-0" MAX 4 x 0 4'-0" MAX 4 x 2 8'-0" MAX 4 x 8 0'-0" MAX 4 x 0 2'-0" MAX 4 x 2 4'-0" MAX 4 x 4 MAX. OVERHANG COLUMN BASE - USE SIMPSON CBSQ, PBS OR EQUAL W/BOLTS/ SCREWS/NAILS PER MFG. SPECS. 4X4 POST " STANDOFF BETWEEN CONCRETE AND WOOD POST FOOTING SIZE: SEE TABLE C TABLE "C" FOOTING SIZE BASED ON 000 P.S.F. SOIL BEARING PRESSURE. 8" SQ. X 2" DEEP 8" SQ. X 2" DEEP 8" SQ. X 2" DEEP 8" SQ. X 2" DEEP SQ. X 2" DEEP SQ. X 2" DEEP SQ. X 2" DEEP SQ. X 2" DEEP Side View NOTES:. TWO 2X MEMBERS MAY BE SUBSTITUTED FOR ONE 4X HORIZONTAL FRAMING MEMBER. 2. LAG BOLTS MUST FULLY ENGAGE A WOOD STUD OR RIM JOIST AND BE PROVIDED WITH APPROPRIATE WASHERS. LAG BOLTS SHALL BE LOCATED A MINIMUM OF -½ FROM THE TOP OR BOTTOM OF THE LEDGER. 3. NOT DESIGNED TO BE ENCLOSED - ADDITIONAL ENGINEERING ANALYSIS WILL BE REQUIRED IF ENCLOSED. 4. SEE PAGE 2 OF 2 FOR CONSTRUCTION DETAILS. SIMPSON H2 (OR EQUAL) HURRICANE 48" O.C. LEDGER: SEE TABLE D & FRAMING DETAILS (PG. 2) RAFTER SPAN & SIZE SEE TABLE "A" EXISTING WOOD STUD WALL 3 ½" CONCRETE SLAB TYPICAL SLOPE TABLE "D" LEDGER BOLTING ALL LAG BOLTS SHALL HAVE ¼ PRE-DRILLED HOLES - (SEE NOTE 2) /2" DIA. X 5" LONG AT 6" O.C. STAGGERED (2) 3/8" DIA X 5" LONG AT 6" O.C. 5. ARTIFICIAL LIGHTING IS REQUIRED IN ROOMS THAT HAVE WINDOW OPENINGS INTO THE COVERED PATIO AREA IF THE TOTAL WINDOW AREA IN THAT ROOM IS LESS THAN 0% OR THE FLOOR AREA OF THE ROOM OR 20 SQUARE FEET, WHICHEVER IS GREATER. DISCLAIMER: Alternate patio designs may be possible when provided with an engineered analysis. Use of this conventional standard design is at the user s risk and carries no implied or inferred guarantee against failure or defects. CITY LOGO HERE Building & Safety PATIO COVER STANDARD PHONE FAX //2008 PatioStd2008.vsd PAGE OF 2
3 KNEE BRACE DETAIL AT END POSTS (REQUIRED WHEN RAFTER SPAN EXCEEDS 2 FT.) LEDGER ATTACHMENT DETAIL EXISTING ROOF 45 4x4 BRACE HEADER ½ DIA BOLTS W/NUTS & WASHERS TYPICAL ALL BRACED CONNECTIONS (2) 2X4 BRACES EDGE NAIL PLYWOOD AT 6" O.C. AT LEDGER RAFTER LAG BOLTS (see table d) EXISTING STUDS 4x4 POST (MIN.) OPTION NOTCH: - ½ (typical) 4x4 POST SECTION A-A A OPTION 2 A APPROVED JOIST HANGER 2x LEDGER NOTES:. USE A CONTINUOUS 2X LEDGER SAME DEPTH AS RAFTER OR LARGER 2. SEE TABLE D FOR BOLTING REQUIREMENTS INVERTED HEADER DESIGN OPTION (lattice only) TWO ½" DIA. THRU-BOLTS (W/ WASHERS), PER CONNECTION AS SHOWN FOR HEADERS OR RAFTERS- TWO 2X MEMBERS MAY BE SUBSTITUTED FOR ONE 4X MEMBER. SEE TABLES A & B FOR SPAN LIMITS NOTE: KNEE BRACING REQUIRED WHEN RAFTER SPAN EXCEEDS 2 FEET 2X FASCIA (OVERHANG) ATTACHMENT LATTICE ONLY OPTION OPTION 2 2X4 RAFTERS OR PRE-FAB. ROOF TRUSSES 2X4 LEDGER W/ 20d NAILS OR ¼" DIA. X 4" LONG LAG O.C. 2X4 STRUT W/(3) 8d TOENAILS FROM STRUT TO LEDGER (2) 6d NAILS A-35 OR EQUAL ANCHOR 2X FASCIA APPROVED JOIST HANGER PATIO RAFTERS SEE TABLE A 2X2 OR 2X4 2X6 OR LARGER RAFTERS SIMPSON A-35 OR EQUAL ANCHOR 2X FASCIA APPROVED JOIST HANGER PATIO RAFTERS SEE TABLE A 30" MAX OVERHANG PATIO RAFTER SPAN LIMITEDTO 8'FOR LATTICE COVER 30" MAX OVERHANG PATIO RAFTER SPAN LIMITEDTO 8'FOR LATTICE COVER NOTE: VERIFY STRUCTURAL SOUNDNESS OF ROOF RAFTERS FOR DECAY OR TERMITE DAMAGE, AND REPLACE WITH LIKE MATERIALS AS NEEDED, AFTER CONSULTATION WITH THE BUILDING DEPARTMENT. CITY LOGO HERE PHONE Building & Safety PATIO COVER STANDARD FAX //2008 PatioStd2008.vsd PAGE 2 OF 2
4 SIDE VIEW FRONT VIEW EXTERIOR LIGHT E 3 D 3 B 2 max overhang DECK JOIST SPAN SEE TABLE "A" 6'- 8" MIN - 0' - 0" MAX A 2 HEADER SPAN SEE TABLE "B" C 2 TABLE A DECK JOIST SPANS (douglas fir #2 or better) SIZE SPACING SPAN 2 x 6 2 o.c o.c o.c x 8 2 o.c o.c o.c x 0 6 o.c o.c x 2 24 o.c x 6 2 o.c o.c o.c. 6 4 x 8 24 o.c x 0 32 o.c. 5 0 TABLE B HEADER SIZING & SPANS (douglas fir #2 or better) JOIST SPAN SIZE HEADER SPAN UPTO 8'-0" 4 X 8 8'-0" 4 X 0 0'-0" 4 X 2 '-6" 6 X 2 4'-0" 8'-" - 0'-0" 4 X 8 7'-6" 4 X 0 9'-6" 4 X 2 '-0" 6 X 2 3'-0" 0'-" - 2'-0" 4 X 8 7'-0" 4 X 0 9'-0" 4 X 2 0'-0" 6 X 2 2'-0" 2'-" - 5'-0" 4 X 8 6'-6" 4 X 0 8'-0" 4 X 2 9'-6" 6 X 2 '-0" TABLE C LEDGER BOLT SPACING (3/8 dia. X 6" lag bolts see note ) DECK JOIST SPAN 8'-0" OR LESS 8'-" TO 0'-0" 0'-" TO 2'-0" 2'-" TO 4'-0" 4'-" TO 5'-0" NOTES: SPACING 8" O.C. 6" O.C. 5-/2" O.C. 4-/2" O.C. 4" O.C.. Ledger Bolts shall be 3/8" dia. x 6" long with / 4" dia. pre drilled holes. Bolts are to be placed staggered. 2. All metal hardware & screws to be galvanized or of otherwise approved corrosion resistance 3. Maximum 5' joist span if 2 nd floor is cantilevered at ledger. 4. Shear walls may not be modified unless structural calculations are submitted and approved by the Building Department 5. Use of this Standard is limited to R-3 occupancies (Single Family Dwellings and Duplex) DISCLAIMER: Alternate deck designs may be possible when provided with an engineered analysis. Use of this conventional standard design is at the user s risk and carries no implied or inferred guarantee against failure or defects. (YOUR CITY LOGO HERE) Phone Building department BALCONY/DECK STANDARD 595 S. San jacinto avenue Fax //2008 Deckstds2008.vsd Page OF 4
5 KNEE BRACE DETAIL A 45 ½ DIA BOLTS W/ NUTS AND WASHERS TYPICAL ALL BRACED CONNECTIONS x4 BRACE TYPICAL 4x4 BRACE TYPICAL 4x4 POST (MIN.) END POSTS - ½ MAX INTERIOR POSTS NOTE:. End posts require single Knee brace. All interior posts to have double braces. - ½ MAX NOTCH DETAIL (typical) Ledger detail B Footing Detail C Ledger: (same depth as joists or deeper) For bolt size & spacing SEE TABLE"C" Min 4 x 4 post machine bolts per manufacturer s specifications FLOOR JOIST 2 5/8" MIN " MIN " STANDOFF FROM CONCRETE TO POST COLUMN BASE - USE SIMPSON CBSQ, PBS OR EQUAL 3 - ½ Joist Hanger (sized to joist) 8" DEEP SECTION VIEW FRONT VIEW NOTE: This deck connection detail is based on the assumption that a minimum -/2" thick wood member is adequately installed at all edges of the 2nd floor diaphragm. If any other material is used, such as TJI joists, a special engineered design will be required. It is the owner's responsibility to verify the presence of the appropriate rim joist. (YOUR CITY LOGO HERE) Phone Fax SQUARE Building department BALCONY/DECK STANDARD //2008 Deckstds2008.vsd Page 2 OF 4
6 Railing, Post, & Beam Detail OPTION # OPTION #2 36" Maximum 36" Maximum D (2) #8 x deck ea. 4x4 All openings in guardrail to be such that a 4" sphere cannot pass through. () #8 x deck ea. 2x2 (2) #8 x deck ea. 2x2 (2) ½ Dia. Machine each post see detail e (2) ½ Dia. Machine bolts w/ nuts & each 4x4 max overhang Post cap with machine bolts per manufacturer s specifications guardrail perpendicular to joists railing section views e guardrail parallel to joists (2) 2x6 w/ (2) #8 x deck screws to 4x4 posts 4x4 o.c. 42" min 42" min 2x2 < 4" o.c. 2x6 Double end joists or use 4x member Decking options: see notes below Boundary 6" o.c. (see NOTES below for nail sizes) Simpson H3 or top and bottom 2x 32" o.c. w/ boundary nailing to o.c. Simpson A35 or equal at ea. block (2) ½ Dia. Machine bolts w/ nuts & each post Floor joists Floor joists Simpson H3 or 48" o.c. Simpson A35 or equal at ea. side max overhang Note- decking options are as follows:. 5/8" tongue and groove jointed plywood secured with 8d nails. All edge nailing at 6" o.c. Must be covered with an approved weather resistive material walking surface, and sloped for drainage. 2. 2x6" decking secured w/ (2) 6d ea. joist. (YOUR CITY LOGO HERE) Phone Fax Building department BALCONY/DECK STANDARD //2008 Deckstds2008.vsd Page 3 OF 4
7 NOTES:. the tolerance between the largest and smallest tread depth or between the largest and smallest riser height shall not exceed 3/8" in the stairway. 2. stairway width 36" min 48" max. Optional exterior stairway 2"x2" at < 5 - /2" o.c. max (or such that a 4-3/8" sphere shall not pass 48 o.c. max thru the openings) 3. treads must have approved slip resistant surface 4. alternate stairway designs may be acceptable pending building department approval. 5. Lighting level at all stair treads to be a minimum of foot-candle. #8 x long deck screws 6'-8" min headroom Handrail/Guardrail to continue to deck Handrail to be adequately supported and returned to guardrail ( see handrail details below). 4x4 POST 2x2 rail Handrail/Guardrail 34" - 38" from top of tread Handrail/ Guardrail to continue to grade 7" Height of handrail to be 34" to 38" above treads 4X2 TREADS 4X2 STRINGER Simpson A35 or equal 4" min 7-3/4" max 0" min 4X2 TREADS 4X2 EA. END OF TREADS (2) ¼ x 5" lag ea 2x2 (2) ½ dia. machine bolts w/ nuts & ea 4x4 post 2X8 SOLID RISERS (closed risers required when tread is more than 30" above grade) Approved Angle Bracket w/ lag bolts per manufacturers specifications ½ air gap between concrete and wood. 2x4 treated wood plate (2) #4 rebar /2" dia anchor bolt Footing: 8" wide X 2" Deep X stair width. FRONT VIEW SIDE VIEW HANDRAIL DETAILS -/4" min. 2" max. -/2" min. -/4" min. 2" max. -/2" min. NOTE: Other shapes may be acceptable if they provide an equivalent gripping surface. (YOUR CITY LOGO HERE) Building department BALCONY/DECK STANDARD These designs are not acceptable Phone Fax //2008 Deckstds2008.vsd Page 4 OF 4
8 PLOT PLAN PERMIT NO. NAME: PHONE: SITE ADDRESS: ASSESSOR S PARCEL NUMBER: REAR PROPERTY LINE SIDE PROPERTY LINE SIDE PROPERTY LINE FRONT PROPERTY LINE PLEASE PROVIDE NORTH ARROW
DECKS. Stairway illumination Positive attachment of ledger Lateral load connection required board (R507.2) required (R ) (R311.7.
DECKS Max. riser height-7 ¾ Min. tread depth-10 Landings required at (R311.7.5.1) (R311.7.5.2) top and bottom of stairs (R311.7.6) Notched guardrail post NOT allowed Graspable handrail required Spacing
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